HomeMy WebLinkAboutResolution 2020-029 N.C.S. 02/24/2020Resolution No. 2020-029 N.C.S.
of the City of Petaluma, California
RESOLUTION OF THE CITY OF PETALUMA CITY COUNCIL ADOPTING A
MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING AND
REPORTING PROGRAM FOR THE CORONA STATION RESIDENTIAL PROJECT
LOCATED AT 890 NORTH MCDOWELL BOULEVARD
APN: 137-061-019
FILE NO. PLMA-18-0006
WHEREAS, Todd Kurtin with Lomas Properties LLC submitted an application for the
Corona Station Residential Project, including a Zoning Text Amendment, Development
Agreement, Density Bonus and Development Concession/Incentive, Tentative Subdivision Map,
Conditional Use Permit and Site Plan and Architectural Review for a 110 unit residential project
within the MU113 zone with Flood Plain -Combining (FP -C) Overlay, located on a 6.5 -acre site at
890 North McDowell Boulevard (APN 137-061-019) (the "Project"); and
WHEREAS, the Project is subject to the Petaluma General Plan 2025, adopted by the
City on May 19, 2008; and
WHEREAS, in evaluating certain potential environmental effects of the Project in the
Initial Study, including but not limited to effects of climate change, water supply, and traffic, the
City relied on the Program EIR for the City of Petaluma General Plan 2025, certified on April
7, 2008 (General Plan EIR) by the adoption of Resolution No. 2008-058 N.C.S., which is
incorporated herein by reference
WHEREAS, the General Plan EIR identified potentially significant environmental
impacts and related mitigation measures and the City also adopted a Statement of Overriding
Considerations for significant impacts that could not be avoided; and
WHEREAS, the City prepared an Initial Study for the proposed Project consistent with
CEQA Guidelines § 15162 and 15163 and determined that a Mitigated Negative Declaration
(MND) was required in order to analyze the potential for new or additional significant
environmental impacts of the Project beyond those identified in the General Plan EIR; and
WHEREAS, on or before October 17, 2019, the City's Notice of Intent to Adopt a
Mitigated Negative Declaration based on the Initial Study, providing for a 30 -day public
comment period commencing October 18, 2019 and ending November 18, 2019, and a Notice of
Public Hearing to be held on November 12, 2019 before the City of Petaluma Planning
Commission were published in the Petaluma ,4rgus-Cortrier and mailed to all residents and
property owners within 1,000 feet of the Project as well as all persons having requested special
notice of said proceedings; and
WHEREAS, the Planning Commission held a duly noticed public hearing on November
12, 2019, at which time all interested parties had the opportunity to be heard; and
Resolution No. 2020-029 N.C.S. Page 1
WHEREAS, the Planning Commission considered the Project, the MND, the supporting
Initial Study, the staff report, and received and considered all written and oral public comments
on environmental effects of the Project which were submitted up to and at the time of the public
hearings and continued the item to a date certain of November 19, 2019; and
WHEREAS, on November 19, 2019 the Planning Commission approved Resolution No.
2019-17 recommending the City Council adopt the MND and while the Planning Commission
was not supportive of the overall project for the reasons expressed at the November 12, 2019
Planning Commission and summarized in Resolution No. 2019-18, Resolution No. 2019-19, and
Resolution No. 2019-20, the Planning Commission found the environmental analysis contained
in the project -specific Mitigated Negative Declaration to be adequate to disclose potential
environmental impacts of the project; and
WHEREAS, the Initial Study applies the BAAQMD's California Environmental Quality
Act - Air Quality Guidelines including the BAAQMD thresholds of significance, and as lead
agency under CEQA, the City of Petaluma has the discretion to rely upon the BAAQMD CEQA
Guidelines and thresholds of significance, since they include the best available scientific data and
most conservative thresholds available for comparison of the Project's emissions, and
comparison of the Project's emissions against these thresholds provides a conservative
assessment as the basis for a determination of significance; and
WHEREAS, pursuant to further analysis in the Initial Study, including evaluation using
the BAAQMD CEQA Guidelines and thresholds of significance, the Project does not make a
considerable contribution to cumulative impacts from air quality or greenhouse gas emissions
identified as significant and unavoidable in the General Plan 2025 EIR, because the Project's
emissions are below the significance thresholds identified; and
WHEREAS, the MND reflects the City's independent judgment and analysis of the
potential for environmental impacts from the Project; and
WHEREAS, the MND, Initial Study and related project and environmental documents,
including the General Plan 2025 EIR and all documents incorporated herein by reference, are
available for review in the City Community Development Department at Petaluma City Hall,
during normal business hours, and the custodian of the documents and other materials which
constitute the record of proceedings for the proposed project is the City of Petaluma Community
Development Department, 11 English St. Petaluma, CA 94952; and
WHEREAS, while the Initial Study for the Project identified potentially significant
impacts, all potentially significant impacts are mitigated to a less than significant level and
therefore the Project as mitigated would not result in any significant impacts to the environment;
and
WHEREAS, the City Council held duly noticed public hearings on January 27, 2020 and
February 24, 2020, at which time all interested parties had the opportunity to be heard; and
WHEREAS, the City Council considered the Project, the MND, the supporting Initial
Study, Response to Comments, the staff report, and received and considered all written and oral
public comments on environmental effects of the Project which were submitted up to and at the
time of the public hearings;
Resolution No. 2020-029 N.C.S. Page 2
NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL AS
FOLLOWS:
1. The foregoing recitals are true and correct and incorporated herein by reference.
2. Based on its review of the entire record herein, the City Council makes the following
findings:
a. The Project is consistent with the General Plan 2025 Mixed Use land use designation in
that the Mixed Use provides for a mix of land uses, including residential at densities up to
30 units per acre.
b. The Project is, for the reasons discussed in the November 12, 2019 Planning Commission
staff report, consistent with the following General Plan policies: Policy 1-P-1 (Range of
densities), 1-P-2 (Efficient Land Use), Policy 1-P-6 (Encourage Mixed -Use
Development), Policy 2-P-5 (Character of Arterials), Policy 2-P-90 (Corona Rail
Station), Policy 4-P-1.1) (Creek Setbacks), Policy 4-P- (Street Trees) Policy 5-P-4
(Offsite Mobility Improvements), Policy 5-P-20 (Connections), Policy 5-P-23 (Pedestrian
Site Access), Policy 5-P-43 (Transit Oriented Development), Policy 5-P-50 (SMART
Corridor) and Housing Element Policy 1.1 (Encourage Residential Development), Policy
1.2 (Optimize Development Potential), Policy 2.2 (Flexibility), Program 3.1 (Code
Amendments), Policy 4.2 (Affordable Housing Production), and Program 4.3 (Onsite
Inclusionary).
c. The project is adjacent to the planned Corona Station SMART station and has therefore
been reviewed for consistency with applicable provisions of the Station Area Master Plan
(SAMP). For the reasons discussed in the November 12, 2019 Planning Commission
staff report, the project is consistent with key recommendations from the SAMP in that
the project does not incorporate retail adjacent to the Corona Road Station, proposes
increased density and ground floor flex opportunities, presents a density within the
parameters of the underlying Mixed Use designation and in character with the
surrounding area, provides necessary land dedication and financial contribution to
develop the second station, and incorporates key connectivity enhancements in the
immediate vicinity of the future station.
d. As conditioned, the Project is consistent with all development standards of the MU1B
zoning district, including but not limited to, those pertaining to uses, setbacks, building
height, floor area ratio, and parking.
e. Pursuant to the analysis in the Initial Study, the Project does not make a cumulatively
considerable contribution to the significant and unavoidable cumulative traffic and/or
noise impacts identified in the General Plan 2025 EIR because although the Project
would contribute vehicle trips to intersections identified in the General Plan EIR as
operating at an unacceptable LOS at build -out, the affected intersections have either
already been determined to acceptably operate at an LOS E or LOS F due to overriding
considerations and conflicts with other General Plan policies or the Project's contribution
to those intersections are below the threshold established by the General Plan EIR (i.e.,
cause the LOS to deteriorate to the next lowest level).
f. With regard to noise, the Project will result in a less than cumulatively considerable
impact to noise because the project excludes new stationary noise sources and its
Resolution No. 2020-029 N.C.S. Page 3
incremental contribution through vehicular trips is insufficient to result in a perceptible
change in noise.
3. Based on its review of the entire record herein, including the MND, the Initial Study, all
supporting, referenced and incorporated documents and all comments received, the City
Council finds that there is no substantial evidence that the Project as mitigated will have a
significant effect on the environment, that the MND reflects the City's independent judgment
and analysis, and that the MND, Initial Study and supporting documents provide an adequate
description of the impacts of the Project and comply with CEQA, the State CEQA Guidelines
and the City of Petaluma Environmental Guidelines.
4. The MND, Initial Study and related project and environmental documents, including the
General Plan 2025 EIR and all documents incorporated herein by reference, are available for
review in the City Community Development Department at Petaluma City Hall, during
normal business hours. The custodian of the documents and other materials which constitute
the record of proceedings for the proposed project is the City of Petaluma Community
Development Department, 11 English St. Petaluma, CA 94952.
5. Based on its review of the entire record herein, including the November 12, 2019 and
November 19, 2019 Planning Commission staff reports and the January 27, 2020 and
February 24, 2020 City Council staff reports, all supporting, referenced, and incorporated
documents, and all comments received, the City Council hereby adopts the Mitigated
Negative Declaration (Exhibit 1) and associated Mitigation Monitoring and Reporting Plan
(Exhibit 2) prepared for the Project.
Under the power and authority conferred upon this Council by the Charter of said City.
REFERENCE: I hereby certify the foregoing Resolution was introduced and adopted by the Approv9d—as to
Council of the City of Petaluma at a Regular meeting on the 241h day of February fotm:
2020, by the following vote:
City Attoi'ne
AYES: Healy; Kearney; King; Miller "
NOES:
Mayor Barrett; Vice Mayor Fischer; McDonnell
ABSENT:
None
ABSTAIN:
None
ATTEST:
City Clerk
Mayor
Resolution No. 2020-029 N.C.S. Page 4
Exhibit 1
INITIAL STUDY /
MITIGATED NEGATIVE DECLARATION
FWARMISNOW
CITY OF PETALUMA
11 ENGLISH STREET
PETALUMA, CA 94952
October 16, 2019
Resolution No: 2020-029 N.C.S. Page 5
of Petaluma
Corona Station Residential IS/MND
INITIAL STUDY - CHECKLIST
Project Title:
Corona Station Residential
City of Petaluma
Lead Agency:
11 English Street
Petaluma, CA 94952
Contact person and phone
Heather Hines, Planning Manager
hhines@cityofpetaluma.org
number:
(707) 778-4316
The project site is an approximate 6.5 -acre property located at 890 North
Project Location:
McDowell Boulevard in the City of Petaluma, Sonoma County, CA (APN 137-
061-019)
Lomas -Corona Station LLC
Project Sponsor:
13848 Weddington Street
Sherman Oaks, CA 91401
Todd Kurtin
Lomas -Corona Station LLC
Property Owners:
13848 Weddington Street
Sherman Oaks, CA 91401
General Plan Land Use:
Mixed Use (MU)
Zoning:
MU -1B (Mixed Use 1 B)
The project includes the subdivision of an ~6.5 -acre property into a 5.23 -acre
parcel for development of residential units and a 1.27 -acre remainder parcel
for dedication to the Sonoma -Marin Area Rail Transit (SMART). A zoning text
amendment to conditionally permit single-family dwellings in the MU -113
zoning district when adjacent to the rail. The project consists of the
development of 110 residential units including a density bonus and one
Description of project:
development incentive/concession, two access driveways from North
McDowell Boulevard, landscaping, parking, a bus shelter, lighting, ancillary
improvements. The 1.27 -acre remainder parcel will be sold to Sonoma -Marin
Area Rail Transit (SMART) for future development as part of a second
Petaluma train station. Development on the 1.27 -acre remainder parcel is not
currently proposed and is not analyzed as part of this project.
The project site is bounded by the SMART corridor to the north, a segment
of Corona Creek to the east, North McDowell Boulevard to the south and the
Surrounding Land Uses and
1.27 -acre remainder parcel to the west with Corona Road beyond. Land uses
Setting:
adjacent to the subject property include residential uses to the north (Brody
Ranch currently under construction), east, and south; and
commercial/industrial uses to the west.
Regional Water Quality Control Board, San Francisco Bay Water Board,
Other Public Agency
Sonoma County Water Agency, Sonoma County Department of Health
Approvals:
Services, and California Public Utility Commission.
Have California Native
The Federated Indians of Graton Rancheria (FIGR) did not request
American tribes traditionally
consultation within the statutory timeframe provided by Public Resources
and culturally affiliated with
Code §21080.3.1. Formal AB 52 notification was sent to FIGR on December
the project area requested
12, 2018. As of October 2019, the City of Petaluma has not received any
consultation pursuant to
response from FIGR.
Public Resources Code
section 21080.3.1? If so, has
consultation begun?
Page
Resolution No. 2020-029 N.C.S. Page 6
of Petaluma
CORONA STATION RESIDENTIAL
TABLE OF CONTENTS
Corona Station Residential IS/MND
PAGE ##
1. INTRODUCTION AND OVERVIEW..............................................................................................................1
1.1 ENVIRONMENTAL SETTING.......................................................................................................................3
1.2 PROJECT DESCRIPTION............................................................................................................................4
2. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED....................................................................14
3. DETERMINATION (TO BE COMPLETED BY THE LEAD AGENCY).......................................................14
4. EVALUATION OF ENVIRONMENTAL IMPACTS.....................................................................................15
4.1
AESTHETICS.............................................................................................................................................16
4.2
AGRICULTURAL AND FORESTRY RESOURCES...................................................................................
18
4.3
AIR QUALITY.............................................................................................................................................
19
4.4
BIOLOGICAL RESOURCES......................................................................................................................
28
4.5
CULTURAL RESOURCES.........................................................................................................................
30
4.6
ENERGY.....................................................................................................................................................32
4.7
GEOLOGY AND SOILS.............................................................................................................................
35
4.8
GREENHOUSE GAS EMISSIONS............................................................................................................
39
4.9
HAZARDS/HAZARDOUS MATERIALS.....................................................................................................
44
4.10
HYDROLOGY AND WATER QUALITY.....................................................................................................
51
4.11
LAND USE AND PLANNING......................................................................................................................
56
4.12
MINERAL RESOURCES............................................................................................................................
58
4.13
NOISE.........................................................................................................................................................58
4.14
POPULATION AND HOUSING..................................................................................................................
64
4.15
PUBLIC SERVICES...................................................................................................................................
65
4.16
RECREATION............................................................................................................................................
67
4.17
TRANSPORTATION..................................................................................................................................
68
4.18
TRIBAL CULTURAL RESOURCES...........................................................................................................
68
4.19
UTILITIES AND SERVICE SYSTEMS.......................................................................................................
77
4.20
WILDFIRE...................................................................................................................................................77
4.21
MANDATORY FINDINGS OF SIGNIFICANCE (Cal. Pub. Res. Code §15065) ........................................
82
5. REFERENCE DOCUMENTS......................................................................................................................84
6. MITIGATION MONITORING AND REPORTING PROGRAM....................................................................84
Page ii
Resolution No. 2020-029 N.C.S. Page 7
City of Petaluma
LIST OF TABLES
Corona Station Residential IS/MND
TABLE 1: AIR QUALITY SIGNIFICANCE THRESHOLDS.................................................................................... 20
TABLE 2: CONSTRUCTION EMISSION ESTIMATES......................................................................................... 22
TABLE 3: 2016 CBC GROUND MOTION PARAMETERS.................................................................................... 37
TABLE 4: EXISTING AND EXISTING PLUS PROJECT PEAK HOUR INTERSECTION LEVEL OF SERVICE. 71
TABLE 5: BACKGROUND AND BACKGROUND PLUS PROJECT PEAK HOUR INTERSECTION LOS......... 72
TABLE 6: FUTURE AND FUTURE PLUS PROJECT PEAK HOUR INTERSECTION LEVEL OF SERVICE ..... 73
TABLE OF FIGURES
FIGURE1: REGIONAL LOCATION..........................................................................................................................8
FIGURE2: PROJECT VICINITY................................................................................................................................9
FIGURE3: GENERAL PLAN LAND USE.............................................................................................................. 10
FIGURE4: ZONING MAP....................................................................................................................................... 11
FIGURE5: SITE PLAN........................................................................................................................................... 12
ACRONMYMS AND ABBREVIATIONS
AFY
ACRE FEET A YEAR
AIR BASIN
SAN FRANCISCO BAY AREA AIR BASIN
APN
ASSESSOR PARCEL NUMBERS
AQP
AIR QUALITY PLAN
ARB
AIR RESOURCES BOARD
BAAQMD
BAY AREA AIR QUALITY MANAGEMENT DISTRICT
BMP
BEST MANAGEMENT PRACTICE
CALEEMOD
CALIFORNIA EMISSIONS ESTIMATOR MODEL
CBC
CALIFORNIA BUILDING CODE
CCR
CALIFORNIA CODE OF REGULATIONS
CDFW
CALIFORNIA DEPARTMENT OF FISH AND WILDLIFE
CEQA
CALIFORNIA ENVIRONMENTAL QUALITY ACT
CIP
CAPITAL IMPROVEMENT PROGRAM
CORP
ARMY CORPS OF ENGINEERS
CNEL
COMMUNITY NOISE EQUIVALENT LEVEL
CNPS
CALIFORNIA NATIVE PLAN SOCIETY
CRHR
CALIFORNIA REGISTER OF HISTORICAL RESOURCES
DBA
A -WEIGHTED DECIBEL
DEIR
DRAFT ENVIRONMENTAL IMPACT REPORT
DPM
DIESEL PARTICULATE MATTER
DTSC
DEPARTMENT OF TOXIC SUBSTANCE CONTROL
EIR
ENVIRONMENTAL IMPACT REPORT
FEIR
FINAL ENVIRONMENTAL IMPACT REPORT
Page iii
Resolution No. 2020-029 N.C.S. Page 8
City of Petaluma Corona Station Residential IS/MND
GHG
GREENHOUSE GAS
GPD
GALLONS PER DAY PER ACRE
HI
HAZARD INDEX
HRA
HEALTH RISK ASSESSMENT
HMBP
HAZARDOUS MATERIAL BUSINESS PLAN
IRWP
INCREMENTAL RECYCLED WATER PROGRAM
IS/MND
INITIAL STUDY/MITIGATED NEGATIVE DECLARATION
LID
LOW IMPACT DEVELOPMENT
LUST
LEAKING UNDERGROUND STORAGE TANK
MGD
MILLION GALLONS PER DAY
MBTA
MIGRATORY BIRD TREATY ACT
MEI
MAXIMUM EXPOSED INDIVIDUAL
MM
MITIGATION MEASURE
MMRP
MITIGATION MONITORING AND REPORTING PROGRAM
NPDES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NAHC
NATIVE AMERICAN HERITAGE COMMISSION
NHPA
NATIONAL HISTORIC PRESERVATION ACT
NRHP
NATIONAL REGISTER OF HISTORIC PLACES
NWIC
NORTHWEST INFORMATION CENTER
OEHHA
CALIFORNIA OFFICE OF ENVIRONMENTAL HEALTH HAZARDS ASSESSMENT
PPV
PEAK PARTICLE VELOCITY
PRC
PUBLIC RESOURCES CODE
RCPA
REGIONAL CLIMATE PROTECTION AGENCY
ROG
REACTIVE ORGANIC GAS
RWQCB
REGIONAL WATER QUALITY CONTROL BOARD
SCH
STATE CLEARINGHOUSE
SR
STATE ROUTE
SWPPP
STORM WATER POLLUTION PREVENTION PLAN
SWRCB
STATE WATER RESOURCES CONTROL BOARD
TAC
TOXIC AIR CONTAMINANTS
USFWS
UNITED STATES FISH AND WILDLIFE SERVICE
UST
UNDERGROUND STORAGE TANK
UWMP
URBAN WATER MANAGEMENT PLAN
pG/M3
MICROGRAMS PER CUBIC METER
Page iv
Resolution No. 2020-029 N.C.S. Page 9
City of Petaluma
1. INTRODUCTION AND OVERVIEW
Corona Station Residential IS/MND
This Environmental Checklist for the proposed Corona Station Residential Project (hereinafter referred to as the
"project") has been prepared by the City of Petaluma as lead agency in full accordance with the procedural and
substantive requirements of the California Environmental Quality Act (CEQA) and the CEQA Guidelines.
This Initial Study is intended to inform City decision -makers, responsible agencies, interested parties and the
general public of the proposed project and its potential environmental effects. This Initial Study is also intended to
provide the CEQA-required environmental documents for all city, local and state approvals or permits that might be
required to implement the proposed project.
CEQA Guidelines Section 15063(c) lists the following purposes of an Initial Study:
1) Provide the Lead Agency with information to use as the basis for deciding whether to prepare an
Environmental Impact Report (EIR) or a Negative Declaration.
2) Enable an Applicant or Lead Agency to modify a project, mitigating adverse impacts before an EIR is
prepared, thereby possibly enabling the project to qualify for a Negative Declaration.
3) Assist in the preparation of an EIR, if one is required.
4) Facilitate environmental assessment early in the design of a project.
5) Provide documentation of the factual basis for the finding in a Negative Declaration that a project will not
have a significant effect on the environment.
6) Eliminate unnecessary EIRs.
7) Determine whether a previously prepared EIR could be used with the project.
The City of Petaluma, as the lead agency, has conducted an Initial Study to determine the level of environmental
review necessary for the proposed project. Consistent with Section 15070(b) of the CEQA Guidelines, the Initial
Study identifies potentially significant effects, but:
1) Revisions in the Project plans or proposal made by or agreed to by the applicant before a proposed
mitigated negative declaration and initial study are released for public review would avoid the effects or
mitigate the effects to a point where clearly no significant effect would occur; and
2) There is no substantial evidence, in light of the whole record before the agency, that the Project as revised
may have a significant effect on the environment.
Therefore, as the lead agency, the City of Petaluma has prepared a Mitigated Negative Declaration.
City of Petaluma General Plan
The Petaluma General Plan 2025, adopted in 2008, serves the following purposes:
• Reflects a commitment on the part of the City Council and their appointed representatives and staff to carry
out the Plan;
• Outlines a vision for Petaluma's long-range physical and economic development and resource
conservation; enhances the quality of life for all residents and visitors; recognizes that human activity takes
place within the limits of the natural environment; and reflects the aspirations of the community;
• Provides strategies and specific implementing policies and programs that will allow this vision to be
accomplished;
• Establishes a basis for judging whether specific development proposals and public projects are in harmony
with Plan policies and standards;
• Allows City departments, other public agencies, and private developers to design projects that will enhance
the character of the community, preserve and enhance critical environmental resources, and minimize
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Resolution No. 2020-029 N.C.S. Page 10
City of Petaluma Corona Station Residential IS/MND
impacts and hazards; and
® Provides the basis for establishing and setting priorities for detailed plans and implementing programs, such
as Development Codes, the Capital Improvement Program (CIP), facilities and Master Plans,
redevelopment projects, and the Urban Growth Boundary (UGB).
City of Petaluma General Plan Environmental Impact Report (EIR)
The General Plan EIR reviewed potentially significant environmental effects resulting from plan implementation and
developed measures and policies to mitigate impacts. Nonetheless, significant and unavoidable impacts were
determined to occur under the General Plan. Therefore, the City adopted a statement of overriding considerations,
which balance the merits of approving the plan despite the significant environmental effects. The effects identified
as significant and unavoidable in the General Plan EIR are:
• Increased motor vehicle traffic which would result in unacceptable level of service (LOS) at six intersections
covered in the Master Plan: McDowell Boulevard North/Corona Road, Lakeville Street/Caulfield Lane,
Lakeville Street/East D Street, Petaluma Boulevard South/D Street, Sonoma Mt. Parkway/Ely Boulevard
South/East Washington Street, and McDowell Boulevard North/Rainier Avenue.
• Traffic related noise at General Plan build -out, which would result in a substantial increase in existing
exterior noise levels that are currently above City standards.
• Cumulative noise from proposed resumption of freight and passenger rail operations and possible
resumption of intra -city trolley service, which would increase noise impacts.
• Air quality impacts resulting from General Plan build -out to population levels that could conflict with the Bay
Area 2005 Ozone Strategy. (This regional air quality plan has since been replaced by the 2017 Clean Air
Plan, which is further discussed in Sections 3.3 Air Quality and 3.7 Greenhouse Gases.)
• A possible cumulatively considerable incremental contribution greenhouse gas emissions from
development under the General Plan.
This environmental document tiers off of the General Plan EIR (SCH NO. 2004082065), which was certified on
April 7, 2008, to examine site-specific impacts of the proposed project, as described below. A copy of the City of
Petaluma's General Plan and EIR are available at the Community Development Department, 11 English Street,
Petaluma, California 94952, during normal business hours and online at http://cityofpetaluma.net/cdd/plan-general-
plan.html.
Because CEQA discourages "repetitive discussions of the same issues" (CEQA Guidelines §15152(b)) and allows
limiting discussion of a later project that is consistent with a prior plan to impacts which were not examined as
significant effects in a prior EIR or to significant effects which could be reduced by revisions in the later project
(CEQA Guidelines §15152(d)), no additional benefit to the environment or public purpose would be served by
preparing an EIR merely to restate the analysis and the significant and unavoidable effects found to remain after
adoption of all General Plan policies/mitigation measures. All General Plan policies adopted as mitigation apply to
the project analyzed herein.
North McDowell Boulevard Subarea
The North McDowell Boulevard subarea lies between Highway 101, the Plaza and Plaza North Shopping centers,
North McDowell Boulevard, the railroad tracks, and Petaluma's Urban Growth Boundary at the northeast corner of
the community. It provides two gateways into Petaluma, through Old Redwood Highway and Highway 101. Along
with Sonoma Mountain Parkway/Ely Boulevard South, McDowell Boulevard itself is a primary north -south connector
for the eastern portion of Petaluma. In general, heavy traffic volumes, large parcels, lack of continuous sidewalks,
and introversion of its developments make most of North McDowell more amenable to the car than to the walker or
cyclist. Commercial and industrial uses dominate the North McDowell Boulevard Subarea. Highway -oriented
commercial uses, such as hotels, restaurants, retail stores and auto service stations, are located adjacent to the
Highway 101/01d Redwood Highway interchange. Business park complexes, featuring office and light industrial
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Resolution No. 2020-029 N.C.S. Page 11
Citv of Petaluma Corona Station Residential IS/MND
uses, are clustered along Old Redwood Highway and McDowell Boulevard. The North McDowell Boulevard subarea
also contains a significant portion of the city's senior housing. South of Corona Road, four mobile home parks and
one apartment complex are located along North McDowell Boulevard, providing affordable living for Petaluma's
seniors and families.
The Corona Station Residential project site is located within the central portion of the North McDowell Boulevard
subarea.
Corona Ely Specific Plan
In 1989 the City of Petaluma adopted the Corona -Ely Specific Plan (CESP) to facilitate the annexation of
approximately 675 acres of what were then principally agricultural lands. The CESP provides land uses and
densities, transportation, neighborhood design, and public amenities in the City's northwest quadrant, extending to
Sonoma Mountain Parkway from E. Washington and north to Corona Road. The Corona -Ely Annexation No. 1
occurred in 1989 and implemented the Specific Plan. Development of the CESP area occurred over the past
27 years such that today very few vacant/ underdeveloped parcels remain.
The proposed Corona Station Residential project site is located within the Corona -Ely Specific Plan (CESP) on one
of the few remaining undeveloped parcels.
Station Area Master Plan (SMART)
The City adopted the Station Area Master Plan in July 2013 to promote transit -oriented development by capitalizing
on existing employment centers, commercial activities, and facilitating the complementary development of housing
and job generating uses in close proximity to commuter rail services. The Station Area Master Plan endeavors to
promote walkable and livable environments adjacent to the Downtown Station Area and Corona Road Station Area
and encourage an integrated development strategy that incorporates the Sonoma -Marin Area Rail Transit (SMART)
rail system.
The proposed Corona Station Residential project site is located immediately south of the SMART corridor and
adjacent to the planned Petaluma North (Corona) Station.
1.1 ENVIRONMENTAL SETTING
Regional Setting
Petaluma is located in southwestern Sonoma County along the US 101 corridor approximately 15 miles south of
Santa Rosa and 20 miles north of San Rafael. It is situated at the northernmost navigable end of the Petaluma
River, a tidal estuary that meanders southward to San Pablo Bay. The City originated along the banks of the
Petaluma River, spreading outward over the floor of the Petaluma River Valley as the City developed. The valley
itself is defined by Sonoma Mountain on the northeast and by the hills extending northward from Burdell Mountain
on the west. To the south are the Petaluma Marshlands and the San Francisco Bay beyond.
Petaluma's Urban Growth Boundary (UGB) defines the limits within which urban development may occur and
encompasses approximately 9,911 acres. The UGB was implemented in 1987 (as the Urban Limit Line), formally
adopted as the UGB in 1998 via Measure I and will expire in 2025 without subsequent action. The General Plan
2025 and EIR evaluated potential impacts associated with existing and proposed development within the UGB. The
project site is located within the UGB and has been used for industrial uses (feed mill) and truck fueling, repair,
sandblasting, and painting operations in the past. The project's location within the City of Petaluma and surrounding
region is shown in Figure 1: Regional Location.
Vicinity Setting
The project site is in the northwestern portion of Petaluma, adjacent to the municipal boundary with the County of
Sonoma. It is in the Corona Road Station Area of the Petaluma Station Area Master Plan and is identified therein
as a "Opportunity Site" that is intended to be redeveloped with transit oriented development. The project site is
bound by the Sonoma Marin Area Rail Transit (SMART) rail line to the north, a segment of Corona Creek to the
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Resolution No. 2020-029 N.C.S. Page 12
City of Petaluma Corona Station Residential IS/MND
east, North McDowell Boulevard to the south, and Corona Road to the west. The segment of Corona Road to the
west forms the municipal boundary between the City of Petaluma and County of Sonoma.
The project site vicinity is located in an area that transitions from rural farming and industrial uses from the west to
urbanized residential subdivisions to the north, east and south of the site. Corona Creek, a blue line intermittent
stream, with a narrow riparian corridor is located immediately to the east. Figure 2: Project Vicinity provides an
aerial view of the project site vicinity.
The City of Petaluma 2015-2023 Housing Element, prepared December 2014, identifies the project site as Site #3
on the City of Petaluma Residential Land Inventory Opportunity Sites, Appendix E. As described in the Housing
Element, sites classified as mixed-use and that are underutilized, such as the project site (Site #3), represent the
greatest potential for the development of affordable housing to low- and moderate -income households. The Housing
Element identifies a development potential of 105 units at the project site (Site #3).
Project Site
The property located at the northeast corner of the intersection of North McDowell Boulevard and Corona Road,
consists of one parcel (APN 137-061-019), and is approximately 6.5 acres in size. Land uses adjacent to the subject
property include residential uses to the north (Brody Ranch currently under construction), east, and south; and
commercial/industrial uses to the west. The site is immediately adjacent to the SMART corridor, which extends the
length of the northern property line.
The project site is primarily covered by compacted gravel for parking, storage and staging vehicles and materials.
Vegetated areas, largely of ruderal vegetation, are limited to strips of land adjacent to Corona Road, North McDowell
Boulevard, the SMART railroad at the site northern boundary, and Corona Creek to the east. The terrain of the
project site is flat with a 0.5% slope across the property, with higher elevations in the north and lower elevations in
the south. Other than a small cluster of unprotected trees located at the northcentral portion of the site and the trees
associated with the Corona Creek riparian corridor, there are no trees onsite.
The project site was historically used for industrial uses (feed mill) and truck fueling, repair, sandblasting, and
painting operations. In December 2016, the project site contained several buildings; however, the buildings, building
foundations, and truck scale were demolished on various dates between May 9 and June 19, 2018.1 The project
site is currently undergoing remediation for soil and groundwater impacts from past uses on the subject property
(see Section 4.9 Hazards/Hazardous Materials for further details).On September 3, 2019, a stockpile permit (No.19-
14-22) for the property to receive approximately 5,000 cubic yards of soils was issued for property and materials
were subsequently deposited onsite.
General Plan and Zoning
The project site exhibits a General Plan land use designation of Mixed Use (Figure 3: General Plan Land Use).
The project site is currently zoned as MU -1 B (Mixed Use 1 B), as shown in Figure 4: Zoning.
A portion of the project site is within the 100 -year floodplain (Zone AE) of the Petaluma River, and has the overlay
land use designation of FP -C (Flood Plain -Combining District), as defined by Section 6.040 of the IZO. This portion
of the site is subject to the applicable policies and provisions of Chapter 6 of the IZO pertaining to floodplains. In
particular, Sections 6.070.13 and 6.070.D are applicable to the proposed project.
1.2 PROJECT DESCRIPTION
The project includes the subdivision of a 6.5 -acre parcel into a 5.23 -acre parcel for development of the residential
units and a 1.27 -acre remainder parcel. The project would construct 110 residential units, including two driveways
from North McDowell Boulevard, landscaping, parking, a bus shelter, lighting, and ancillary improvements. Frontage
improvements along North McDowell Boulevard and a crosswalk across North McDowell Boulevard are also part
I Soil Excavation Report, 890 North McDowell Boulevard and 320 Corona Road, prepared by Pinnacle Environmental, Inc.,
August 7, 2018.
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Resolution No. 2020-029 N.C.S. Page 13
Citv of Petaluma Corona Station Residential IS/MND
of the proposed project. The project requires a zoning text amendment for the MU -1B zone to conditionally permit
single-family dwelling units for residential projects located adjacent to the rail. The project's site plan is shown in
Figure 5: Site Plan and Appendix A contains the Project's Plan Set including civil, architectural, and landscaping.
The following actions are required of the City of Petaluma to authorize this proposal: (1) Zoning text amendment for
MU -1B to allow single-family dwellings with a use permit adjacent to railroad; (2) Development Agreement ; (3)
Density Bonus with a concession for to exceed the maximum building height (4) Tentative Subdivision Map; (5)
Conditional Use Permit for single-family residential in MU -1 B district adjacent to SMART rail; and (6) Site Plan and
Architectural Review (SPAR) approval for the site, building and landscaping design details.
Residential Units
The project includes the construction of 110 single-family residential units, 3 stories in height, with attached 2 -bay
garages. The maximum building heights will range from 32'8" to 347'. As proposed of the 110 units 65 will be
attached single-family dwelling units and 45 will be detached single family dwelling units. The homes vary in size
from approximately 1,570 to 1,855 square feet (not including garages). The 65 attached single-family dwelling units
will be located in the western portion of the site adjacent to the planned Petaluma North (Corona) Station and the
detached single-family dwelling units will be located in the eastern portion of the site, set back approximately 60
feet from the Corona Creek top of bank.
The architectural design reflects traditional Spanish, Craftsman, and Farmhouse styles that would be interspersed
throughout the project site. Materials include cement plaster, horizontal, lap, and board and batten siding, stucco,
and stone veneer. Roofing materials include composition roofing and concrete S -tile. The front and rear elevations
of all units will contain exterior lighting fixtures.
Density Bonus
Fifteen percent of the units are proposed for inclusionary housing, including 10% available to moderate income
households and 5% available to low income households. Approval of this proposal to meet the City's inclusionary
housing ordinance, contingent on approval of alternative compliance. Provision of 10% of the units at the moderate -
income level qualifies the project for a 5% density bonus and one development concession. Government Code
Section 65915 provides an opportunity for the project to utilize the reduced parking standard. An exception to the
allowed building height is a preapproved concession in the Density Bonus Ordinance. The project applicant is
requesting the reduced parking requirement and a concession for exceedance of the maximum building height.
Fencing
The Conceptual Landscape Plan identifies the locations and types of fences, gates and sound walls to be installed
throughout the project site. The types of fencing include: acoustic good neighbor fence; acoustic wood gate; privacy
fence; wood and wire view fence; tube steel fence; and precast concrete split rail fence. The wood and wire mesh
fence would include construction -grade redwood and gauge wire mesh fencing. Tube steel fencing will be installed
along the northern boundary of the subject property, adjacent to the SMART rail line, from Lot 25 to the open space
area, and north of the Corona Creek buffer area. Acoustic fencing and gates will be installed along North McDowell
Boulevard to protect private outdoor areas of the proposed single-family detached residences. The acoustic fence
would be up to 7 feet in height and constructed with boards and plywood. The acoustic wood gates would have a
maximum height of 6 feet and be made of construction -grade redwood or cedar.
Landscaping and Lighting
The Conceptual Landscape Plan includes trees, shrubs, groundcover, and grasses. The plan also specifies a
planting pallet proposed to be installed onsite including within the Corona Creek buffer area and the bioretention
areas. Trees and other landscaping will be planted along the project site's frontage with North McDowell Boulevard
and along the northern boundary line, adjacent to the SMART rail line. Trees and other landscaping will be planted
along the driveways, between the proposed residences, and within the Corona Creek buffer area, bioretention
areas, and open space area. With the exception of the Coast Redwood, which is a high water user, the remainder
of the proposed planting species are very low to moderate water users.
Bollards will be located adjacent to the northbound North McDowell Boulevard sidewalk to provide sidewalk lighting.
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Resolution No. 2020-029 N.C.S. Page 14
Citv of Petaluma Corona Station Residential IS/MND
Illuminated bollards located along the North McDowell sidewalk will have regular spacing (6' between bollards) for
the full length of McDowell. Bollard lighting is also proposed internally throughout the project site along pathways
and within courtyards.
Site Access and Circulation
The project site is currently accessible from gravel driveways off Corona Road and North McDowell Boulevard.
Following construction, the project will be accessed from one of two driveways off North McDowell Boulevard.
Parking will be provided onsite within 2 -bay garages, one for each home, and approximately 32 guest stalls provided
throughout the project site.
Along North McDowell Boulevard, the proposed project includes improvements to the existing sidewalk, curb cuts
to accommodate new access driveways, and a bus pull out with shelter, two benches, and bike racks. The bus
shelter will be installed consistent with City standards. Internal pedestrian paths throughout the site and a pedestrian
pathway connection to the SMART rail station, will also be installed. The project will install an eastbound left -turn
lane on North McDowell Boulevard providing left in access to the easterly driveway. The new left turn lane would
extend 120 feet and would require the removal and reconstruction of a portion of the existing landscaped median
located within North McDowell Boulevard.
As conditioned, the project will install frontage improvements along North McDowell Boulevard to provide an off-
street Class I bike facility and an offsite crosswalk. The off-street Class I bike facility consists of an approximately
10 -foot -wide shared bike and pedestrian path extending along the Project site frontage of North McDowell
Boulevard. The Class I facility will be grade separated from the roadway and a narrow planting strip will provide
further separation from the roadway. A crosswalk will be installed across North McDowell Boulevard at Michael
Drive (main entry to the Youngstown Mobile Home Park). A High Intensity Activated Crosswalk (HAWK) system is
proposed for the crosswalk, which provides an overhead arm supporting beacon lights facing both directions,
signage notating "Crosswalk Stop on Red" and "Pedestrian Crossing," on -street crosswalk striping, and a pedestrian
pushbutton.
As conditioned, the project includes internal pathways for pedestrian and bicyclist with connectivity to existing and
planned trail facilities and the adjacent planned Petaluma North (Corona) Station. Internal pathways are provided
via sidewalks located along the perimeter of buildings and through courtyards. Connectivity to the planned Multi -
Use Path that will be installed within the SMART corridor, on the southside of the railway will be accessible at
multiple points from within the project site. Bicycle parking will be provided onsite. A minimum of two inverted U
bike racks, or approved alternative, will be provided per courtyard. In addition, the project includes wall or ceiling
mounted bike hooks in each garage and throughout the project site.
Utilities
The project would utilize public water and sewer from existing mains in North McDowell Boulevard. Potable water
would be accommodated via the installation of new water lines within the project site that would connect to the
existing water main in North McDowell Boulevard. Wastewater would be conveyed from the project site through
new sanitary sewer pipes, to the existing sanitary sewer main within North McDowell Boulevard, and ultimately to
the Ellis Creek water recycling facility.
Stormwater runoff generated from the new buildings and other impervious surfaces would be collected and routed
to landscaped and bio -retention areas throughout the site, allowing for treatment and infiltration. Stormwater would
be routed to new storm drains within the project site and conveyed to the existing storm drain system in North
McDowell Boulevard.
Overhead electric powerlines extend along the southside of North McDowell Boulevard in the vicinity of the project
site. Pacific Gas and Electric (PG&E) provides electricity and natural gas services to the project site. As conditioned,
the project will be fully electric and will preclude natural gas. Solar will be provided onsite and electric vehicle plugs
will be installed within all garages.
Site Preparation and Construction
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Resolution No. 2020-029 N.C.S. Page 15
of Petaluma Corona Station Residential IS/MND
Development of the proposed project is presumed to occur over an approximately 15 -month construction period
and will commence with site preparation and grading. Site preparation will involve grubbing to remove vegetation
and the small cluster of trees located in the center portion of the site. Site preparation also includes removal of
existing gravel surfaces, remnant foundations, and any other structures. Grading activities will result in the cut of
approximately 600 cubic yards of soil and the fill of approximately 6,000 cubic yards of soil. As mentioned above,
the project site currently contains a stockpile of approximately 5,000 cubic yards of soils, as such additional import
of soil is expected to be limited to approximately 400 cubic yards. Grading will achieve level topography to support
building foundations and infrastructure.
Following completion of grading activities, infrastructure improvements and building foundations will be constructed.
Utilities, storm drains and bio -retention basins will be installed. As all public utilities currently extend to the project
site, improvements will be limited to the installation of new laterals and tie-ins to connect to the existing water,
sewer, and power in place within North McDowell Boulevard. Frontage improvements along North McDowell
Boulevard will be installed, including improvements to the existing sidewalk, a grade separated Class I bike facility,
installation of the bus shelter, landscaping and signage.
Construction equipment expected to be utilized includes tractors, backhoes, haul trucks, graders, pavers, cranes,
water trucks and other heavy-duty construction equipment. Staging of construction equipment and materials will
occur within the footprint of the project site.
Approvals From Other Regulatory Agencies
The proposed Corona Station Residential project requires approval from the following regulatory agencies:
• Regional Water Quality Control Board (RWQCB), Individual NPDES Permit
• Sonoma County Water Agency
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Resolution No. 2020-029 N.C.S. Page 16
Resolution No. 2020-029 N.C.S.
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Resolution No. 2020-029 N.C.S. Page 22
of Petaluma
2. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
Corona Station Residential IS/MND
The environmental factors checked below would be potentially affected by this project, involving at least one impact
that is a "Less Than Significant Impact with Mitigation" as indicated by the checklist on the following pages. There
are no environmental factors identified as a "Potentially Significant Impact."
Aesthetics
❑
Mineral Resources
❑
Agricultural & Forestry Resources
❑
Noise
Air Quality
®
Population/Housing
❑
Biological Resources
®
Public Services
❑
Cultural Resources
®
Recreation
❑
Energy
❑
Transportation
❑
Geology / Soils
®
Tribal Cultural Resources
❑
Greenhouse Gas Emissions
®
Utilities/Service Systems
Hazards & Hazardous Materials
®
Wildfire
❑
Hydrology / Water Quality
®
Mandatory Findings
❑
Land Use/Planning
❑
3. DETERMINATION (TO BE COMPLETED BY THE LEAD AGENCY)
On the basis of this initial evaluation:
I find that the proposed project COULD NOT have a significant effect on the environment. A NEGATIVE
❑
DECLARATION will be prepared.
I find that although the proposed project could have a significant effect on the environment, there will not
be a significant effect in this case because revisions in the project have been made by or agreed to by
the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.
I find that the proposed project MAY have a significant effect on the environment, and an
❑
ENVIRONMENTAL IMPACT REPORT is required.
I find that the proposed project MAY have a "potentially significant impact' or "potentially significant
unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in
❑
an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation
measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL
IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.
I find that although the proposed project could have a significant effect on the environment, because all
potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE
El
pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to
that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are
imposed upon the proposed project, nothing further is required.
Lead Agency: Olivia Ervin, Environmental Planner
Page 14
Date
Resolution No. 2020-029 N.C.S. Page 23
City of Petaluma Corona Station Residential IS/MND
4. EVALUATION OF ENVIRONMENTAL IMPACTS
1) A brief explanation is required for all answers except "No Impact" answers that are adequately supported by
the information sources a lead agency cites in the parentheses following each question. A "No Impact" answer
is adequately supported if the referenced information sources show that the impact simply does not apply to
projects like the one involved (e.g., the project falls outside a fault rupture zone). A "No Impact" answer should
be explained where it is based on project -specific factors as well as general standards (e.g., the project will not
expose sensitive receptors to pollutants, based on a project -specific screening analysis).
2) All answers must take account of the whole action involved, including off-site as well as on-site, cumulative as
well as project -level, indirect as well as direct, and construction as well as operational impacts.
3) Once the lead agency has determined that a particular physical impact may occur, then the checklist answers
must indicate whether the impact is potentially significant, less than significant with mitigation, or less than
significant. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect may be
significant. If there are one or more 'Potentially Significant Impact" entries when the determination is made, an
EIR is required.
4) "Negative Declaration: Less Than Significant With Mitigation Incorporated" applies where the incorporation of
mitigation measures has reduced an effect from 'Potentially Significant Impact' to a "Less Than Significant
Impact." The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect
to a less than significant level (mitigation measures from "Earlier Analyses," as described in (5) below, may be
cross-referenced).
5) Earlier analyses may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect
has been adequately analyzed in an earlier EIR or negative declaration. Section 15063(c)(3)(D). In this case, a
brief discussion should identify the following:
a) Earlier Analysis Used. Identify and state where they are available for review.
b) Impacts Adequately Addressed. Identify which effects from the above checklist were within the scope of
and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether
such effects were addressed by mitigation measures based on the earlier analysis.
c) Mitigation Measures. For effects that are "Less than Significant with Mitigation Measures Incorporated,"
describe the mitigation measures which were incorporated or refined from the earlier document and the
extent to which they address site-specific conditions for the project.
6) Lead agencies are encouraged to incorporate into the checklist references to information sources for potential
impacts (e.g., general plans, zoning ordinances). Reference to a previously prepared or outside document
should, where appropriate, include a reference to the page or pages where the statement is substantiated.
7) The explanation of each issue should identify:
a) the significance criteria or threshold, if any, used to evaluate each question; and
b) the mitigation measure identified, if any, to reduce the impact to less than significance.
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Resolution No. 2020-029 N.C.S. Page 24
of Petaluma Corona Station Residential IS/MND
4.1 AESTHETICS
Would the project:
Potential)
Significant
Impact
Less Than
Significant
with
Mitigation
Less Than
Significant
Impact
No Impact
a) Have a substantial adverse effect on a scenic
❑
❑
❑
vista?
b) Substantially damage scenic resources,
including, but not limited to, trees, rock
outcroppings, and historic buildings within a
❑
❑
❑
state scenic highway?
c) In non -urbanized areas, substantially degrade
the existing visual character or quality of public
views of the site and its surroundings? (Public
views are those that are experienced from ❑ ❑ ® ❑
publicly accessible vantage points.) If the
project is in an urbanized area, would the project
conflict with applicable zoning and other
regulations governing scenic quality?
d) Create a new source of substantial light or glare
which would adversely affect day or nighttime ❑ ❑ ® ❑
views in the area?
Sources: City of Petaluma General Plan 2025 and EIR; City of Petaluma Implementing Zoning Ordinance (IZO);
and Site Plans, Architectural Plans, and Landscape Plans, 2019.
Aesthetics Setting
The natural features that characterize Petaluma and its surroundings provide for a visually rich setting. The City of
Petaluma is located in the Petaluma River Valley, which is northwest -southeast trending between Sonoma Mountain
and Mount Burdell. The City is flanked by the foothills and peaks associated with these mountain ranges which
provide for views of rolling hills and agricultural landscapes. Petaluma is also traversed by the Petaluma River and
tributaries, which further contribute to the aesthetic quality of the City. A long established urban form within the City
limits contrasts with the surrounding natural and agricultural features.
The project site is located in the City's Urban Growth Boundary (UGB) and within the North McDowell Boulevard
planning subarea. The North McDowell Boulevard subarea is dominated by commercial and industrial uses.
Highway -oriented commercial uses, such as hotels, restaurants, retail stores and auto service stations, are located
adjacent to the Highway 101/01d Redwood Highway interchange. Business park complexes, featuring office and
light industrial uses, are clustered along Old Redwood Highway and McDowell Boulevard. South of Corona Road,
the North McDowell Boulevard subarea contains a significant portion of the city's senior housing.
The project site is primarily covered by compacted gravel for parking, storage and staging vehicles and materials.
Vegetated areas, largely of ruderal vegetation, are limited to strips of land adjacent to Corona Road, North McDowell
Boulevard, the railroad, and Corona Creek. Other than a small cluster of voluntary trees in the center portion of the
site, the site is void of trees. None of the trees proposed from removal are considered 'protected trees' under
Petaluma's Implementing Zoning Ordinance Chapter 17 (Tree Preservation).
Corona Creek abuts the eastern portion of the property. This reach of Corona Creek extends from the railroad
crossing to North McDowell Boulevard and is an engineered channel maintained by the Sonoma County Water
Agency. At the project site, Corona Creek has a length of approximately 138 feet and a width of approximately 40
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Resolution No. 2020-029 N.C.S. Page 25
of Petaluma
feet between the tops of bank.2
Aesthetics Impact Discussion
Corona Station Residential IS/MND
4.1 (a) (Scenic Vista) No Impact: The 2025 General Plan EIR identifies vistas of Sonoma Mountain and the
Petaluma Valley as significant visual resources with notable viewpoints seen from Washington Street Overpass,
McNear Peninsula and Rocky Memorial Dog Park. The proposed Corona Station Residential project is not located
in the immediate vicinity of any of the notable viewpoints and would neither obstruct nor diminish any existing
viewsheds. The project is proposed on an underdeveloped parcel located within the bounds of the UGB. Since the
site is surrounded on at least three sides by existing "urban" development the project is considered infill. The GP
EIR (Page 3.11-5) states that within the built city, infill development would not have a significant effect on the visual
quality of the city, because new development will be similar in scale and character to that of existing development
and be subject to Site Plan and Architectural Review. The proposed project, constructed pursuant to the applicable
zoning standards, will be similar in scale and character to existing residential developments in the project vicinity.
Accordingly, the project is not expected to have an impact to any identified scenic vistas.
4.1 (b) (Scenic Resources) No Impact: According to the California Scenic Highway Program, the nearby US 101
and State Route 116 (Lakeville Highway) are not designated scenic highways within the City of Petaluma, nor are
they considered eligible to be officially designated. Development of the proposed project will not damage scenic
resources including, but not limited to, trees, rock outcroppings, and historic buildings viewable from a designated
(or eligible) State scenic highway.
While not state or locally designated, the portion of Corona Road located east of the intersection with Sonoma
Mountain Parkway, is identified in the Corona Ely Specific Plan (1987) as a being "locally valued for its picturesque,
country qualities." The road is further appreciated because it "provides a scenic transition between country and
town." As the project site is located south of the Corona Road/Sonoma Mountain Parkway intersection, the proposed
project would not directly or indirectly affect the scenic character of the locally identified segment of Corona Road
with scenic qualities. Accordingly, the project will have no impact to a designated State Scenic Highway or locally
valued Scenic Corridor.
4.1 (c) (Degrade Visual Character or Conflict with Scenic Quality) Less Than Significant Impact: Impact
3.11-3 of the General Plan EIR concludes that infill development (such as the Corona Station Residential project)
may potentially degrade the existing visual quality of the city if it substantially departs from the character of
surrounding areas and existing development in terms of density, scale, and/or design principles.
As shown in Figure 2 above, the project is surrounded generally by urban development (commercial, industrial and
residential land uses) and major arterials (e.g., North McDowell Boulevard and Corona Road) and, catty -corner
from the project site, rural residential uses. The project is located within the City's UGB at a site designated by the
General Plan as Mixed Use and identified as an opportunity site (#3) in the Housing Element. The project's scale,
as proposed, is similar to that of the residential subdivisions located to the north (Brody Ranch) and east of the
project site and is consistent with the density envisioned in the General Plan and established in the zoning code.
The Corona- Ely Specific Plan (1987), within which the project site is located, does address the likelihood that future
development consistent with the respective land use designations would displace former rural/ agricultural land and
replace those former uses with more residential/commercial type uses giving the area a decidedly more "urban"
character. The necessity of accommodating development was considered more important than retaining the
character of the Specific Plan area in its entirety, and therefore, the EIR prepared for the Corona -Ely Specific Plan
(CESP) identified the impact as significant and unavoidable and adopted a statement of overriding considerations.
As the project site lacks any characteristics of rural and/or agricultural land uses, the proposed project would not
displace rural or agricultural land and there would be no impact due a substantial change in the visual character of
the site.
The proposed architectural styles are comprised of traditional Spanish, Craftsman, and Farmhouse elements
providing a character similar to newer neighborhoods throughout Petaluma. The proposed architecture does not
depart significantly in massing, scale or design principles such that it would degrade the existing visual environment.
In addition, the project is not expected to have a significant effect on the city's rural visual character since it is
2 Stream Maintenance Program Draft EIR, Sonoma County Water Agency, January 2009.
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Resolution No. 2020-029 N.C.S. Page 26
of Petaluma Corona Station Residential IS/MND
surrounded by residential, commercial and industrial development and thus it will not introduce a new modern
development into an otherwise rural area, but rather provide continuity of the existing development trends. Its scale
and massing are appropriate for the applicable zoning and land use designation.
The project includes noise barriers to protect private outdoor spaces of residences fronting onto North McDowell
Boulevard. The noise barriers, 7 feet in height, consist of L-shaped acoustical fencing that will be constructed with
wood or similar materials. Noise barriers along North McDowell Boulevard are proposed as individual features, set
back from the roadway, to protect and partially encompass private outdoor spaces. The acoustic wood gates would
have a maximum height of 6 feet and be made of construction -grade redwood or cedar. The fences, gates and
noise barriers are similar in scale to surrounding development and will be partially obscured by trees and other
landscaping that will be planted along the project site's frontage with North McDowell Boulevard.
Compliance with the Implementing Zoning Ordinance's requirement set forth in §24.010.G to obtain Site Plan and
Architectural Review from the Planning Commission will further ensure compatibility with the established character
in the vicinity. As proposed, the design is consistent with the guiding regulation and is compatible with the existing
character and established neighborhoods proximate to the project site. Therefore, the project's impact to the
established visual character and quality of the area will be less than significant.
4.1 (d) (Light and Glare) Less Than Significant Impact: The project has the potential to result in new lighting
associated with exterior and interior residential lighting, landscaping lighting, and lights from vehicles entering and
exiting the project site. New lighting introduced onsite could potentially affect nighttime views in the project area.
However, as a condition of approval a photometric plan depicting proposed illumination levels will be required to
demonstrate conformance with the standards of IZO §21.040(D). Further, the project is required to conform to
Implementing Zoning Ordinance (IZO) §21.040(D)(Glare), which provides standards to prevent indirect and direct
glare. Such Standards to reduce light and glare impacts include specifying the maximum illumination, and light
location, height, and relationship to structures. Therefore, compliance with IZO §21.040(D) would ensure the
project's potential light and glare impacts would be less than significant.
Aesthetics Mitigation Measures: None required.
4.2 AGRICULTURAL AND FORESTRY RESOURCES
Potentially Less ThanLessLess Than No
Would the project: Significant With Significant Impact
Impact Mitigation Impact
a) Convert Prime Farmland, Unique Farmland, or
Farmland of Statewide Importance (Farmland), as
shown on the maps prepared pursuant to the Farmland ❑
Mapping and Monitoring Program of the California
Resources Agency, to non-agricultural use?
b) Conflict with existing zoning for agricultural use, or a ❑
Williamson Act contract?
c) Conflict with existing zoning for, or cause rezoning of,
forest land (as defined in Public Resources Code
section 12220(g)), timberland (as defined by Public ❑
Resources Code section 4526), or timberland zoned
Timberland Production (as defined by Government
Code section 51104(g))?
d) Result in the loss of forest land or conversion of forest ❑
land to non -forest use?
e) Involve other changes in the existing environment
which, due to their location or nature, could result in ❑
conversion of Farmland, to non-agricultural use or
conversion of forest land to non -forest use?
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Resolution No. 2020-029 N.C.S.
❑ ❑
❑ ❑
❑ ❑
❑ ❑
❑ ❑
Page 27
of Petaluma
Corona Station Residential IS/MND
Sources: California Department of Conservation, Farmland Mapping and Monitoring Program 2019.
Agricultural and Forestry Setting
The California Department of Conservation, Farmland Mapping and Monitoring Program (FMMP) classifies
agricultural land according to soil quality and irrigation status. According to data acquired from the Department of
Conservation, FMMP, land classifications within the City consist of Prime Farmland (3 acres), Grazing Land
(450 acres), Farmland of Local Importance (585 acres), Other Land (692 acres), and Urban and Built-up Land
(7,568 acres). There are no identified forestlands within the UGB. Agricultural resources are prevalent outside of
City limits, within the County of Sonoma. An impetus to the establishment of the UGB was to preserve natural
resources, agricultural lands, and other open spaces. There are no identified forestlands within the City of Petaluma.
The subject property is located on land designated as Urban and Built-up Land (Figure B-1 in Appendix B). With
the exception of the parcel caddy -corner to the subject property which is designated as Farmland of Local
Importance, all other land surrounding the project site is designated as Urban and Built-up Land. No forestland
designations are present on or near the project site.
Agricultural and Forestry Impact Discussion
4.2 (a -e) (Farmland Conversion, Williamson Act, Forestland/Timberland Conflict) No Impact: The project site
does not include any agricultural or forested lands. The project, as proposed, consists of infill development located
on a previously developed lot and will not impact prime farmland, unique farmland or farmland of statewide
importance. The project will not interfere with Williamson Act contracts or any existing agricultural uses.
In the absence of forested lands there is no potential for the project to conflict with existing forested land zoning or
encourage the loss or conversion of forested land to another use. As the project is infill within the UGB it will not
provide an impetus for the conversion of farmland or forest to any alternative use. Therefore, the project will have
no impact to agricultural and forestry resources.
Mitigation Measures: None Required.
4.3 AIR QUALITY
Potentially
Less Than
LessLess Than
No
Would the project:
Significant
with
Significant
Impact
p
Impact
Mitigation
Impact
a) Conflict with or obstruct implementation of the
El
E]
applicable air quality plan?
b) Result in a cumulatively considerable net increase of
any criteria pollutant for which the project region is in
El
®
El
non -attainment under an applicable federal or state
ambient air quality standard?
c) Expose sensitive receptors to substantial pollutant
❑
®
El
❑
concentrations?
d) Result in other emissions (such as those leading to
odors) adversely affecting a substantial number of
E
®
n
El
people?
Sources: City of Petaluma General Plan 2025 and EIR; Bay Area Air Quality Management
District Bay Area 2017
Clean
Air Pian; Bay Area Air Quality Management District, CEQA Guidelines, May 2017; and Air Quality and Greenhouse Gas
Assessment, Illingworth & Rodkin, November 19, 2018.
Air Quality Setting
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Resolution No. 2020-029 N.C.S. Page 28
of Petaluma Corona Station Residential IS/MND
The City of Petaluma is located within the San Francisco Bay Area Air Basin, which is regulated by the Bay Area
Air Quality Management District (BAAQMD). Air quality within the Bay Area Air Basin is affected by natural
geographical and meteorological conditions as well as human activities such as construction and development,
operation of vehicles, industry and manufacturing, and other anthropogenic emission sources. The Federal Clean
Air Act and the California Clean Air Act establish national and state ambient air quality standards. The BAAQMD is
responsible for planning, implementing, and enforcing air quality standards within the Bay Area Air Basin including
the City of Petaluma.
The Bay Area Air Basin is designated as non -attainment for both the one-hour and eight-hour state ozone
standards; 0.09 parts per million (ppm) and 0.070 ppm, respectively. The Bay Area Air Basin is also in non -
attainment for the PM10 and PM2.5 state standards, which require an annual arithmetic mean (AAM) of less than
20 pg/m3 for PM10 and less than 12 pg/m3 for PM2.5. In addition, the Basin is designated as non -attainment for the
national 24-hour fine particulate matter (PM2.5) standard and will be required to prepare a State Implementation
Plan (SIP) for PM2.5. All other national ambient air quality standards within the Bay Area Air Basin are in attainment.
Air quality emissions of carbon monoxide (CO), ozone precursors (ROG and NOx) and particulate matter (PM10
and PM2.5) from construction and operation are evaluated pursuant to the BAAQMD CEQA Air Quality Guidelines
established in May 20103 and updated in May 2017. With release of the 2017 Bay Area Clean Air Plan (CAP) and
the associated EIR, it is expected that updated thresholds and guidelines may be developed in the near term. In
the absence of updated guidelines and thresholds, based upon its own judgment and analysis, the City of Petaluma
recognizes that these thresholds represent the best available scientific data and has elected to rely on BAAQMD
Guidelines dated May 2017 in determining screening levels and significance .4
BAAQMD air quality thresholds are presented in TABLE 1 below.
3 Adopted by Board of Directors of the BAAQMD in June 2010 (Resolution No. 2010-6).
4 In March 2012, the Alameda County Superior Court ordered BAAQMD to set aside use of the significance thresholds within
the BAAQMD 2010 CEQA Guidelines and cease dissemination until they complete an assessment of the environmental effects
of the thresholds in accordance with CEQA. The Court found that the thresholds, themselves, constitute a "project" for which
environmental review is required. In August 2013, the First District Court of Appeal reversed the Alameda County Superior
Court's decision. The Court held that adoption of the thresholds was not a "project" subject to CEQA because environmental
changes that might result from their adoption were too speculative to be considered "reasonably foreseeable" under CEQA. In
December 2015, the California Supreme Court reversed the Court of Appeal's decision and remanded the matter back to the
appellate court to reconsider the case in light of the Supreme Court's opinion. The BAAQMD published a new version of the
Guidelines dated May 2017, which includes revisions made to address the Supreme Court's opinion. The May 2017 Guidelines
update does not address outdated references, links, analytical methodologies or other technical information that may be in the
Guidelines or Thresholds Justification Report. The BAAQMD is currently working to update any outdated information in the
Guidelines.
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Resolution No. 2020-029 N.C.S. Page 29
TABLE 1: AIR QUALITY SIGNIFICANCE THRESHOLDS
Pollutant
Construction
Thresholds
Operational
Thresholds
Average Daily
Emissions (lbs./day)
Average Daily
Emissions
(lbs./day)
Annual Average
Emissions
(tons/year)
Criteria Air Pollutants
ROG
54
54
10
NOx
54
54
10
PM10
82
82
15
PM2.5
54
54
10
3 Adopted by Board of Directors of the BAAQMD in June 2010 (Resolution No. 2010-6).
4 In March 2012, the Alameda County Superior Court ordered BAAQMD to set aside use of the significance thresholds within
the BAAQMD 2010 CEQA Guidelines and cease dissemination until they complete an assessment of the environmental effects
of the thresholds in accordance with CEQA. The Court found that the thresholds, themselves, constitute a "project" for which
environmental review is required. In August 2013, the First District Court of Appeal reversed the Alameda County Superior
Court's decision. The Court held that adoption of the thresholds was not a "project" subject to CEQA because environmental
changes that might result from their adoption were too speculative to be considered "reasonably foreseeable" under CEQA. In
December 2015, the California Supreme Court reversed the Court of Appeal's decision and remanded the matter back to the
appellate court to reconsider the case in light of the Supreme Court's opinion. The BAAQMD published a new version of the
Guidelines dated May 2017, which includes revisions made to address the Supreme Court's opinion. The May 2017 Guidelines
update does not address outdated references, links, analytical methodologies or other technical information that may be in the
Guidelines or Thresholds Justification Report. The BAAQMD is currently working to update any outdated information in the
Guidelines.
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Resolution No. 2020-029 N.C.S. Page 29
of Petaluma
Corona Station Residential IS/MND
CO Not Applicable 9.0 ppm (8 -hour average) or 20.0 ppm (1 -
hour average)
Construction Dust
Fugitive Dust Ordinance or other Not Applicable
BMP
Single -Source Health Risks and Hazards for New Sources or New Receptors
Excess Cancer Risk > 10.0 per one million
Chronic or Acute Hazard Index > 1.0
Incremental annual average PM2.5 > 0.3 pg/m3
Cumulative Health Risks and Hazards for Sensitive Receptors
Excess Cancer Risk > 100.0 per one million
Chronic Hazard Index > 10.0
Annual Average PM2.5 > 0.8 pg/m3
Source: BAAQMD's May 2017 CEQA Air Quality Guidelines; BMP = Best Management Practices
Note: ROG = reactive organic gases, NOx = nitrogen oxides, PM10 = course particulate matter or particulates with an aerodynamic
diameter of 10 micrometers (pm) or less, PM2.5 = fine particulate matter or particulates with an aerodynamic diameter of 2.5pm or
less; and GHG = greenhouse gas.
The City's General Plan sets forth policies and programs to maintain and enhance air quality. There are
several policies that are particularly applicable to the subject project, including 4-P-6 to improve air quality through
the planting of trees along streets, 4 -P -15D to reduce emissions from residential uses, and 4-P-16 to reduce
emissions during construction.
Illingworth & Rodkin prepared an Air Quality and Greenhouse Gas Assessment for the proposed development
project (Appendix C). The California Emissions Estimator Model (CalEEMod) Version 2016.3.2 was used to
estimate emissions from construction and operation assuming full build -out of the project. Results of the
Assessment have been incorporated into the impact discussion below. Greenhouse gases are discussed in
Section 4.8.
Air Quality Impact Discussion
4.3 (a) (Air Quality Plan Conflict) Less Than Significant Impact: The BAAQMD adopted the 2017 Bay Area
Clean Air Plan (CAP) on April 19, 2017 to comply with state air quality planning requirements set forth in the
California Health & Safety Code. The 2017 CAP includes a wide range of control measures designed to decrease
emissions of the air pollutants most harmful to Bay Area residents and which include particulate matter (PM), ozone
(03), and toxic air contaminants (TACs). The CAP further aims to reduce emissions of methane and other "super -
greenhouse gases (GHGs)" that are potent climate pollutants in the near-term and to decrease emissions of carbon
dioxide by reducing fossil fuel combustion.
The proposed control strategy for the 2017 CAP consists of 85 distinct measures targeting a variety of local,
regional, and global pollutants. The CAP includes control measures for stationary sources, transportation, energy,
buildings, and agriculture, natural and working lands, waste management, water, and super-GHG pollutants.
Implementation of some of the control measures could involve retrofitting, replacing, or installing new air pollution
control equipment, changes in product formulations, or construction of infrastructure that have the potential to create
air quality impacts.
The BAAQMD CEQA Guidelines set forth criteria for determining consistency with the CAP. In general, a project is
consistent if a) the project supports the primary goals of the CAP, b) includes control measures and c) does not
interfere with implementation of the CAP measures. The proposed project would have a less than significant impact
due to a conflict with the Clean Air planning efforts since, a) the project supports the goals of the CAP in that it limits
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Resolution No. 2020-029 N.C.S. Page 30
of Petaluma Corona Station Residential IS/MND
urban sprawl by proposing development within existing urban limits on a previously disturbed site; b) includes
control measures to protect air quality during construction by implementing best control measures set forth by
BAAQMD; and c) the proposed project would generate air quality emissions well below the BAAQMD criteria
pollutant thresholds (see Section 4.3(b) below). Furthermore, the project would introduce 110 residential dwelling
units on a 5.23 -acre site adjacent to the planned Petaluma North (Corona) Station, which would provide new
residents to conveniently utilize light rail. Therefore, project impacts due to a conflict with the regional air quality
plan will be less than significant.
4.3 (b) (Cumulatively Considerable Net Increase of Criteria Pollutant) Less Than Significant Impact with
Mitigation: Air quality emissions associated with the proposed project would result from short-term construction
activities and ongoing operation. BAAQMD Guidelines include "screening criteria" that provide a conservative
estimate above which a project would be considered to have a potentially significant impact to air quality. Projects
that are below the screening criteria threshold are reasonably expected to result in less than significant impacts to
air quality since pollutant generation would be minimal.
Construction Activities
During construction activities, the project would generate temporary air pollutant emissions associated with site
preparation, ground disturbance, the operation of heavy-duty construction equipment, workers traveling to and from
the site, and the delivery of materials. These activities would create temporary emissions of fugitive dust from
ground disturbance, and the release of toxic air contaminants, particulate matter, and ozone precursors (ROG and
NOx) from combustion of fuel and the operation of heavy-duty construction equipment. Table 2 provides the
estimated levels of ROGs, NOx, PM10, and PM2.5 that will be generated from construction activities including
grading, off -hauling of materials, paving and building construction. All criteria pollutants generated by construction
are well below BAAQMD thresholds of significance.
Construction activities, particularly during site preparation and grading, would temporarily generate fugitive dust in
the form of PM10 and PM2.5. The BAAQMD CEQA Air Quality Guidelines consider contributions of fugitive dust to
be less -than -significant if best management practices (BMPs) are implemented. As such, Mitigation
Measure AQ -1, which provides for a variety of dust control measures during construction activities including
watering the project site, covering haul loads, limiting idling time, and temporarily halting construction when winds
are greater than 15 miles per hour, is set forth below. With the implementation of Measure AQ -1 (BAAQMD-
recommended best management practices), construction activities will have less than significant impacts to air
quality.
PM10 PM2.5
Scenario ROG NOx
Exhaust Exhaust
Total Construction Emissions (tons) 2.1 4.0 0.2 0.2
Average Daily Emissions (pounds/day)' 13.2 25.2 1.3 1.2
BAAQMD Thresholds (pounds/day) 54 54 82 54
Exceeds Threshold? No No No No
Source: Air Quality and Greenhouse Gas Assessment, Illingworth & Rodkin, November 19, 2018.
Assumes 320 days of construction activity.
Operation
The BAAQMD CEQA Guidelines contains screening criteria, as shown in Table 3, for whether a proposed project
could result in potentially significant air quality impacts during operation (i.e., post -construction). The operational
screening levels are generally representative of new development on greenfield sites without any form of mitigation
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of Petaluma Corona Station Residential IS/MND
measures taken into consideration. In addition, the screening criteria do not account for project design features,
attributes, or local development requirements that could also result in lower emissions. For projects that are infill
and/or proximate to transit service and local services (i.e., the proposed project), emissions would be less than the
greenfield type project that the screening criteria are based on.
If all screening criteria are met by a proposed project, quantification of air pollutant emissions is not necessary to
make a determination that the impact will be below the thresholds of significance.
Land Use Type Project BAAQMD Screen Level Above Screening Level?
Apartment, Low -Rise 110 units 451 units No
Source: Bay Area Air Quality Management District, CEQA Air Quality Guidelines, May 2017, Table 3-1, pg. 3-2.
Given the screening results of Table 3, it can be conservatively determined the project would result in a less than
significant impact due to operational emissions. This determination was verified by project -specific quantification of
operational emissions as detailed in the Air Quality and Greenhouse Gas Assessment. Table 4 below provides the
estimated levels of ROGs, NOx, PM10, and PM2.5 that will be generated at project operation, including heating,
cooling, and lighting of new residences, natural gas, water and wastewater treatment and conveyance, as well as
emissions from vehicle trips generated by the project. Table 4 shows that all criteria pollutants generated at
operation will be well below BAAQMD thresholds of significance. Therefore, the project will result in a less than
significant impact to air quality from emissions at operation.
Scenario
ROG
NOx
PM10
PM2.5
2021 Project Operational Emissions (tons/year)
1.4
1.6
0.7
0.2
BAAQMD Thresholds (tons/year)
10
10
15
10
Exceeds Threshold?
No
No
No
No
2021 Project Operational Emissions (pounds/day)'
7.9
8.7
3.6
1.1
BAAQMD Thresholds (pounds/day)
54
54
82
54
Exceeds Threshold?
No
No
No
No
Source: Air Quality and Greenhouse Gas Assessment, Illingworth & Rodkin, November
19, 2018.
' Assumes 365 days of operation.
4.3 (c) (Exposure of Sensitive Receptors to Substantial Pollutant Concentrations) Less Than Significant
Impact with Mitigation: The BAAQMD defines sensitive receptors as "facilities or land uses that include members
of the population that are particularly sensitive to the effects of air pollutants, such as children, the elderly and
people with illnesses." Examples of sensitive receptors include places where people live, play or convalesce and
include schools, day care centers, hospitals, residential areas and recreation facilities.
Sensitive receptors that could potentially be affected by dust and equipment exhaust generated by construction
activities include nearby residences proximate to the project site. To evaluate lifetime cancer risks and non -cancer
health effects of concentrations resulting from project construction, emissions and dispersion modeling were
conducted. For expanded detail on the methodology used to measure construction related impacts to sensitive
receptors, see the Air Quality and Greenhouse Gas Assessment prepared by Illingworth and Rodkin (Appendix C).
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Resolution No. 2020-029 N.C.S. Page 32
of Petaluma
Construction
Corona Station Residential IS/MND
Project -related construction activities will result in short-term air quality emissions that have the potential to affect
existing nearby sensitive receptors (mobile homes and single-family residences). Heavy equipment used during
construction activities would emit diesel particulate matter (DPM), which is recognized by the State of California as
containing carcinogenic compounds. The risks associated with exposure to substances with carcinogenic effects
are typically evaluated based on a lifetime of exposure. This is defined by the California Air Pollution Control Officers
Association as 24 hours per day, 7 days per week, 365 days per year, for 70 years for residences and 40 years for
children.
Project construction was assumed to last approximately 15 months. Annual DPM and PM2.5 concentrations were
calculated at nearby sensitive receptors, using receptor heights of 5 feet to represent the breathing heights of
residents in nearby mobile homes and single-family residences. As detailed in the Air Quality and Greenhouse Gas
Assessment, the maximum concentrations occurred at residence in the Brody Ranch subdivision northeast of the
project site.
Using the maximum annual modeled DPM concentration, the maximum increased cancer risk at the location of the
maximally exposed individual (MEI) was calculated. Results, presented in Table 5, indicate that the maximum
increased residential cancer risks without any mitigation or construction emissions control would be 17.9 in one
million for an infant exposure and 0.3 in one million for an adult exposure. The maximum residential excess cancer
risk would exceed the BAAQMD significance threshold of 10 in one million. The maximum -modeled annual PM2.5
concentration, which is based on combined exhaust and fugitive dust emissions, was 0.16 pg/m3. This maximum
annual PM2.5 concentration would not exceed the BAAQMD significance threshold of greater than 0.3 pg/m3. The
maximum modeled annual residential DPM concentration (i.e., from construction exhaust) was 0.1091 pg/m3. The
maximum computed HI based on this DPM concentration is 0.02, which does not exceed the BAAQMD significance
threshold of an HI greater than 1.0.
The proposed project would result in a significant impact related to community risk from construction activities, since
the maximum cancer risk is above the single -source thresholds of 10.0 per million. As such, the project shall
implement Mitigation Measure AQ -2, which requires the development and implementation of a construction plan
demonstrating that off-road equipment used on-site to construct the project would achieve a fleet -wide average 45
percent reduction, or more, in diesel particulate matter exhaust emissions. Measure AQ -2 will ensure that exposure
of nearby neighbors (sensitive receptors) to construction related health risk emissions are reduced to levels below
significance. In addition, as stated in Section 4.3(a), the project shall implement Measure AQ -1, which includes
BAAQMD best management practices for dust control. With implementation of AQ -1 and AQ -2 (45% reduction in
particulate emissions), construction activities will have less than significant impacts to sensitive receptors during
construction activities.
The cumulative impacts of TAC emissions from construction of the project, traffic on area roadways (U.S. 101,
North McDowell Blvd, Corona Road), and the stationary sources on the construction MEI are summarized in Table
5. The sum of impacts from combined sources at the construction MEI would be below the cumulative source
thresholds established by the BAAQMD. Nonetheless, the project shall implement AQ -1 and AQ -2, which will reduce
the cumulative impacts of TAC emissions on the construction MEI. Therefore, cumulative impacts will be less than
significant.
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Resolution No. 2020-029 N.C.S. Page 33
Maximum Cancer Risk
PM2.5
Source
(per million)
Concentration
Hazard Index
(pg/m3)
Project Construction
Unmitigated
17.9 (infant)
0.16
0.02
Mitigated'
1.9 to 8.0 (infant)
<0.10
<0.01
BAAQMD Threshold — Single Source
10.0
0.3
1.0
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Resolution No. 2020-029 N.C.S. Page 33
of Petaluma Corona Station Residential IS/MND
Exceeds Threshold?
Unmitigated
Yes
No
No
Mitigated
No
No
No
U.S. 101 at 1,000 feet, Link 738 (6 ft. elevation)
7.0
0.05
<0.01
N. McDowell Blvd at 450 feet, ADT 19,758
1.8
0.06
<0.01
Corona Road at 600 feet, ADT 13,164
0.6
0.02
<0.01
Railroad line at 100 feet2
<9.1
<0.01
0.00
Plant #18832 (generator) at 1,000 feet
<0.1
<0.01
<0.01
Plant #106677 (gas station) at 1,000 feet
0.1
NA
<0.01
Combined Sources
Unmitigated
<36.6
<0.31
<0.07
Mitigated
<20.6 to 26.7
<0.25
<0.06
BAAQMD Threshold — Combined Sources
100
0.8
10.0
Exceeds Threshold?
Unmitigated
No
No
No
Mitigated
No
No
No
Source: Air Quality and Greenhouse Gas Assessment, Illingworth & Rodkin, November 19, 2018.
1 Depends on the level of mitigation implemented.
2 Public Draft Environmental Impact Report North Coast Railroad Authority, Russian River Division Freight Rail Project and Sonoma -Marin
Area Rail Transit Project Final Environmental Impact Report. Age -sensitivity factors were applied to the cancer risk predictions. These
predictions were made at 30 feet from the tracks. Construction MEI residence would be 100 feet.
Operation
At operation, the project will not generate stationary source emissions that could affect sensitive receptors.
However, the project's new residents have the potential to be exposed to toxic air contaminants (TACs) released
by vehicles traveling on nearby roads as well as from stationary sources permitted by BAAQMD. Although this is
not an impact of the project on the environment, introducing new sensitive receptors to areas with elevated TAC
levels would introduce a potential inconsistency with General Plan Policy 4-P-17: Avoid potential health effects and
citizen complaints that may be caused by sources of odors, dust from agricultural uses, or toxic air contaminants.
The BAAQMD provides CEQA community risk and hazards screening tools for lead agencies to use when
considering whether there should be further, more detailed environmental review of a project. Lead agencies may
use the screening tools to assess a project's potential risk and hazard impacts, compare the results to the lead
agency's applicable thresholds of significance, and determine whether additional analysis is necessary.
The BAAQMD Risk and Hazard Screening Analysis Process Flowchart directs that lead agencies should identify
three (3) emission sources (i.e., highway, major roadway, stationary) within 1,000 feet of a project's boundary and
compare each source individually against the screening criteria and directs that the values from all sources be
compared against a cumulative screening value. The emission sources in the vicinity of the project site include U.S.
101, North McDowell Boulevard, Corona Road, the SMART railroad, and stationary source emitters (generator and
gas station).
As demonstrated by Table 6, the project would not locate sensitive receptors in proximity to stationary sources of
toxic air contaminants at levels above BAAQMD established thresholds of significance. Therefore, the siting of new
sensitive receptors at the project site will not introduce a potential inconsistency with General Plan Policy 4-P-17
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Resolution No. 2020-029 N.C.S. Page 34
of Petaluma
related to stationary sources.
Corona Station Residential IS/MND
Source
Cancer Risk Annual PM2.5
Hazard Index
(per million)
pg/m3
U.S. 101 at 1,000 feet, Link 738 (6 ft. elevation)
7.0
0.05
<0.01
N. McDowell Blvd at 25 feet, ADT 19,758
2.8
0.23
<0.01
Corona Road at 150 feet, ADT 13,164
1.6
0.06
<0.01
Railroad line at 30 feet'
9.1
0.01
0.00
Plant #18832 (generator) at 480 feet
0.1
<0.01
<0.01
Plant #106677 (gas station) at 750 feet
0.2
NA
<0.01
BAAQMD Single -Source Threshold
10.0
0.3
1.0
Exceeds Threshold?
No
No
No
Cumulative Total
20.8
<0.36
<0.05
BAAQMD Cumulative Source Threshold
100
0.8
10
Exceeds Threshold?
No
No
No
Source: Air Quality and Greenhouse Gas Assessment, Illingworth &
Rodkin, November 19, 2018.
Public Draft Environmental Impact Report North Coast Railroad Authority, Russian River Division Freight Rail
Project and Sonoma -
Marin Area Rail Transit Project Final Environmental Impact Report. Age -sensitivity factors were applied to the cancer risk predictions.
These predictions were made at 30 feet from the tracks. Closest
residences would be 30 feet or further.
4.3 (e) (Other Emissions and Odors) Less Than Significant Impact with Mitigation: As a residential
development, the project will not create other emissions, such as those leading to odors, affecting a substantial
number of people at operation. Although there may be occasional emissions leading to odors during construction
associated with street paving and architectural coating, these are short term in duration and will cease once
construction is complete.
As described in Section 4.9 Hazards/Hazardous Materials, multiple subsurface investigations have been conducted
at the subject property, and the site is under remediation. As such, contaminated soils and groundwater may be
encountered during construction activities. The contaminants in the soils and groundwater, such as arsenic, could
emit odors. However, as stated in Section 4.9, the applicant shall prepare and implement a Soil and Groundwater
Management Plan as required by Mitigation Measure HAZ-1, which will ensure that contaminated soils and
groundwater are handled in a manner that precludes exposure of construction workers and future residents to
elevated concentrations of hazardous substances, including odors from those substances. With implementation of
Mitigation Measure HAZ-1, the project will have less than significant impacts to air quality due to other emissions
(such as those leading to odors).
Mitigation Measures:
AQ -1: The applicant shall incorporate the Best Management Practices (BMPs) for construction into the
construction and improvement plans and clearly indicate these provisions in the specifications. In addition,
an erosion control program shall be prepared and submitted to the City of Petaluma prior to any construction
activity. BMPs shall include but not be limited to the BAAQMD Basic Construction Mitigation Measures as
modified below:
1) All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, and unpaved access
roads) shall be watered three times per day.
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of Petaluma
Corona Station Residential IS/MND
2) All haul trucks transporting soil, sand, or other loose material shall be covered.
3) All visible mud or dirt track -out onto adjacent public roads shall be removed using wet power vacuum
street sweepers at least once per day. The use of dry power sweeping is prohibited.
4) All vehicle speeds on unpaved roads shall be limited to 15 mph.
5) All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible. Building
pads shall be laid as soon as possible after grading unless seeding or soil binders are used.
6) Idling times shall be minimized either by shutting equipment off when not in use or reducing the
maximum idling time to 5 minutes (as required by the California airborne toxics control measure Title
13, Section 2485 of California Code of Regulations [CCR]). Clear signage shall be provided for
construction workers at all access points.
7) All construction equipment shall be maintained and properly tuned in accordance with manufacturer's
specifications. All equipment shall be checked by a certified mechanic and determined to be running in
proper condition prior to operation.
8) Construction equipment staging shall occur as far as possible from existing sensitive receptors.
9) The Developer shall designate a person with authority to require increased watering to monitor the dust
and erosion control program and provide name and phone number to the City prior to issuance of
grading permits. Post a publicly visible sign with the telephone number of designated person and person
to contact at the Lead Agency regarding dust complaints. This person shall respond and take corrective
action within 48 hours. The Air District's phone number shall also be visible to ensure compliance with
applicable regulations.
AQ -2: To reduce potential impacts to air quality during construction, the project shall develop and implement a
plan demonstrating that off-road equipment used on-site to construct the project would achieve a fleet -wide
average 45 percent reduction, or more, in diesel particulate matter exhaust emissions. Examples of how to
achieve this reduction may include but is not limited to a combination of the following:
1) Diesel -powered off-road equipment larger than 25 horsepower operating on-site for more than two
days continuously shall at a minimum meet U.S. EPA particulate matter emissions standards for
Tier 2 engines that include GARB -certified Level 3 Diesel Particulate Filters or equivalent.5
Equipment that meets U.S. EPA Tier 3 standards with DPF 3 filters for particulate matter or engines
meeting Tier 4 particulate matter standards would meet this requirement.
2) All diesel -powered off-road equipment, larger than 25 horsepower, operating on the site for more
than two days continuously shall, at a minimum, meet U.S. EPA particulate matter emissions
standards for Tier 2 engines.
3) Line power would be provided to limit the use of any portable diesel -powered equipment to 20
hours (e.g., generators, compressors, welders, etc.).
4) Use of construction equipment that is alternatively -fueled (non -diesel).
5) The simultaneous occurrence of excavation, grading, and ground -disturbing construction activities
on the same area at any one time shall be limited. Activities shall be phased to reduce the amount
of disturbed surfaces at any one time.
6) Minimize the idling time of diesel powered construction equipment to two minutes.
7) All construction equipment, diesel trucks, and generators be equipped with Best Available Control
Technology for emission reductions of NOx and PM.
5 http://www.arb.ca.gov/diesel/verdev/vt/cvt.htm
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Citv of Petaluma
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8) Require all contractors use equipment that meets CARB`s most recent certification standard for off-
road heavy duty diesel engines.
4.4 BIOLOGICAL RESOURCES
Potentially Less Than
Significant Less Than No
Would the project:
Significant With Significant Impact
p
vernal pool, coastal, etc.) through direct removal, filling,
Impact Mitigation Impact
a) Have a substantial adverse effect, either directly or
hydrological interruption, or other means?
through habitat modifications, on any species identified
as a candidate, sensitive, or special status species in
❑ ® ❑
local or regional plans, policies, or regulations, or by the
resident or migratory fish or wildlife species or with
California Department of Fish and Wildlife (Formerly
Fish and Game) or U.S. Fish and Wildlife Service?
❑
b) Have a substantial adverse effect on any riparian habitat
corridors, or impede the use of native wildlife nursery
or other sensitive natural community identified in local or
regional plans, policies, regulations or by the California
❑ ❑ ® ❑
Department of Fish and Wildlife (formerly Fish and
e) Conflict with any local policies or ordinances protecting
Game) or U.S. Fish and Wildlife Service?
c) Have a substantial adverse effect on state or federally
protected wetlands (including, but not limited to, marsh,
❑
® ❑ ❑
vernal pool, coastal, etc.) through direct removal, filling,
hydrological interruption, or other means?
d) Interfere substantially with the movement of any native
resident or migratory fish or wildlife species or with
established native resident or migratory wildlife
❑
® ❑ ❑
corridors, or impede the use of native wildlife nursery
sites?
e) Conflict with any local policies or ordinances protecting
biological resources, such as a tree preservation policy
❑
❑ ® ❑
or ordinance?
f) Conflict with the provisions of an adopted Habitat
Conservation Plan, Natural Community Conservation
❑
❑ ❑
Plan, or other approved local, regional, or state habitat
conservation plan?
Sources: City of Petaluma General Plan 2025 and EIR; City of Petaluma
Implementing Zoning Ordinance (IZO); and
Stream Maintenance Program Draft EIR, prepared by Sonoma County Water Agency, January 2009.
Biological Resources Setting
Biological resources are protected by statute including the Federal Endangered Species Act (FESA), the California
Endangered Species Act (CESA), and the Clean Water Act (CWA). The Migratory Bird Treaty Act (META) affords
protection to migratory bird species including birds of prey. These regulations provide the legal protection for plant
and animal species of concern and their habitat. As reported in the 2025 General Plan EIR several plant and animal
species with special -status have been recorded or are suspected to occur within the Urban Growth Boundary of the
City of Petaluma. The City also contains species identified in the California Natural Diversity Database (CNDDB)
due to rarity and threats and are considered sensitive resources.
Within the Urban Growth Boundary, biological resources are largely limited to the Petaluma River and its tributaries,
which contain aquatic and riparian resources, as well as wetlands. The National Wetland inventory identifies fresh
emergent wetlands in the southern portion of the Petaluma River and Northern coastal salt marsh wetland and
brackish marsh wetland in the lower reaches of the Petaluma River.
The project site provides limited habitat value for biological resources. The project site has been previously
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Citv of Petaluma Corona Station Residential IS/MND
developed with industrial uses and is currently undergoing remediation for soil and groundwater impacts from past
uses on the subject property (see Section 4.9 Hazards/Hazardous Materials for further details). Currently, the
project site is primarily covered by compacted gravel for parking, storage and staging vehicles and materials.
Vegetated areas, largely of ruderal vegetation, are limited to strips of land adjacent to Corona Road, North McDowell
Boulevard, the railroad, and Corona Creek. Other than a small cluster of trees in the center portion of the site, the
site lacks trees and other vegetation.
Corona Creek abuts the eastern portion of the property. This reach of Corona Creek extends from the railroad
crossing to North McDowell Road and is an engineered channel maintained by the Sonoma County Water Agency.
The banks are vegetated with ruderal vegetation including Himalayan blackberry, ice plant, ivy, and grasses;
wetland vegetation comprises approximately 75% of the total channel reach and is dominated by cattail growth.
Approximately 0-25% of the riparian corridor and canopy closure provided by a mixture of mature willows, ash,
eucalyptus oaks, redwoods, and maple riparian vegetation along top of banks. The creek provides poor quality
instream habitat due to overgrowth of algae and urban contaminants potentially conveyed in runoff from surrounding
development. This reach of the creek provides potential habitat for western pond turtle. 6
Biological Resources Impact Discussion
4.4 (a) (Special Status Species) Less Than Significant Impact with Mitigation: As described above, the project
site has been previously disturbed from historical uses on the property and remediation activities involving soil
excavation and groundwater monitoring. As such, the project site provides limited habitat value for biological
resources, including special -status plants and special -status wildlife.
No development is proposed within Corona Creek and an approximately 60 foot setback is provided from the
nearest proposed residence. The project includes a Corona Creek buffer area at the eastern edge of the subject
property and includes a wood and wire view fence, trees, a decomposed granite path, ornamental grasses, and a
bioretention basin. Limits of work will not extend onto the property containing Corona Creek nor will grading or
construction intrude into the riparian canopy along this segment of Corona Creek.
The small cluster of trees located in the central portion of the site, within the railroad right-of-way, and within the
riparian canopy of Corona Creek, may provide suitable nesting habitat for raptors and other bird species protected
under the Migratory Bird Treatment Act (MBTA). Birds may nest in trees or other above ground vegetation, on the
ground, or in and around structures or other man-made features. Various species will breed and nest at different
times of the year, however the breeding bird season for all birds is commonly considered to begin February 1 and
end August 31 of any year. It is during this period that care should be taken to protect birds, especially stationary
nests that are active (i.e., contain eggs or young).
Removal of vegetation where nesting could occur should be conducted during the non -breeding season (September
through January), and no pre -construction nesting bird surveys would be required for construction activities
occurring during this period. If vegetation removal and/or construction cannot be avoided during the breeding
season (February through August), pre -construction surveys shall be conducted within 7 days and up to 14 days
prior to start of work to identify active nests, as described in Mitigation Measure 13I0-1. Active nests must be
protected by establishing exclusion buffer zones, until the young have fledged. Work can continue in areas outside
of the buffer zones and can resume within the buffer zone once the young have left the nest or the nest is determined
to no longer be active. With implementation of Mitigation Measure 13I0-1, potential impacts to birds protected
under the META would be reduced to less than significant levels.
The Corona Creek riparian corridor, which abuts the project site, and extends to the north and the south, may offer
nesting opportunities to raptors, passerine birds, waterfowl and other avian species protected under the META. As
such, raptors and other bird species protected under the MBTA within the riparian corridor may be affected by
construction activities and noise. Mitigation measure BI0-1 requires pre -construction surveys for nesting birds be
conducted for all trees within 200 feet or as otherwise determined by a qualified ornithologist, which includes the
riparian corridor. Therefore, with implementation of BI0-1 impacts to nesting birds within the riparian corridor
adjacent to the project site will be reduced to less than significant levels.
6 Stream Maintenance Program Draft EIR, Sonoma County Water Agency, January 2009.
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4.4 (b) (Riparian Habitat) Less Than Significant Impact: The proposed project will not result in direct or indirect
adverse impacts to riparian habitat along Corona Creek. Construction activities, which include grading, fence
installation, and landscape planting, would take place approximately 40 feet from the top of bank of Corona Creek
and fully outside the riparian canopy. Furthermore, all best management practices to regulate sediment and erosion
control during grading will be implemented. Therefore, impacts to the riparian corridor along Corona Creek will be
less than significant from the proposed project.
4.4 (c) (Wetlands) Less Than Significant Impact: The proposed project will not result in direct or indirect impacts
to Corona Creek, as the nearest construction activity will occur approximately 40 feet from the top of bank. As the
project site is comprised of gravel and hardpacked surfaces and has been previously graded and disturbed, there
are no wetlands or other features onsite. Consequently, the proposed project will not result in the fill of jurisdictional
features regarded as waters of the U.S. and/or State subject to regulation by the Corps and/or the RWQCB.
Therefore, impacts to wetlands will be less than significant.
4.4 (d) (Wildlife/Fish Movement & Nursery) Less Than Significant Impact: With the exception of Corona Creek,
the project site is surrounded by roadways and existing urban uses. Further, the project site has been previously
disturbed by past uses. As such, the subject property does not serve as a migratory wildlife corridor and/or wildlife
nursery site. Corona Creek, which is adjacent to the subject property, provides a narrow corridor movement for
some wildlife species. However, this segment of Corona Creek is located between the SMART rail to the north and
McDowell Road to the south, which fragment the riparian corridor. The proposed project will introduce housing
similar to other existing development in the project vicinity. No improvement are proposed Corona Creek and the
project includes a buffer area to further set back from the riparian corridor. Therefore, impacts due to the project
affecting wildlife and fish corridors would be less than significant.
4.4 (e) (Tree Preservation) Less Than Significant Impact: Petaluma's Implementing Zoning Ordinance (IZO)
Chapter 17 addresses tree preservation requirements with development projects. IZO §17.040 defines which tree
species and sizes are subject to review. None of the trees proposed from removal are considered 'protected trees'
under Petaluma's Implementing Zoning Ordinance Chapter 17 (Tree Preservation). Therefore, the project would
have a less than significant impact under this criterion.
4.4 (f) (Habitat Conservation Plan) No Impact: There is no Habitat Conservation Plan, Natural Community
Conservation Plan, or other regional or state habitat conservation plan that exists for Petaluma. No impact would
result under this criterion.
Mitigation Measures:
BIO -1: In order to avoid impacts to special -status avian species and other birds protected under the Migratory Bird
Treaty Act, site preparation activities, including the removal of trees and building demolition, should occur
outside of the bird -nesting season between September 1st and January 31St. If vegetation removal or
construction begins between February 1 and August 31, preconstruction surveys including call sounds shall
be conducted by a qualified biologist within 7 days and up to 14 days prior to such activities to determine
absence or the presence and location of nesting bird species. The nesting survey shall include the
examination of all trees within 200 feet of the project site, or as otherwise determined by a qualified
ornithologist, including those not identified for removal. If active nests are present, temporary protective
breeding season buffers shall be established by a qualified biologist in order to avoid direct or indirect
mortality or disruption of these birds, nests or young. The appropriate buffer distance is dependent on the
species, surrounding vegetation and topography and will be determined by a qualified biologist to prevent
nest abandonment and direct mortality during construction. Buffers may be larger for special -status species.
Work may proceed if no active nests are found during surveys or when the young have fledged a nest or
the nest is determined to be no longer active.
4.5 CULTURAL RESOURCES
Potentially
Less Than
LessLess Than No
Would the project: Significant
with
Significant Impact
Impact
Mitigation
Impact
a) Cause a substantial adverse change in the significance of ❑
❑
❑
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of Petaluma
Corona Station Residential IS/MND
a historical resource pursuant to § 15064.5?
b) Cause a substantial adverse change in the significance of ® F] El
an archaeological resource pursuant to § 15064.5?
c) Disturb any human remains, including those interred El E] ® El
outside of formal cemeteries?
Sources: City of Petaluma General Plan 2025 and EIR.
Cultural Resources Setting
Petaluma's historic and cultural resources contribute to the city's unique character and identifiable sense of place.
The city and adjacent areas contain resources that date to the inhabitation of the Coastal Miwok Tribe and a number
of resources that visibly chronicle the evolution of the cityfrom early settlement through present day. Such resources
include buildings, structures, landscapes, sites, and objects. The history of Petaluma is present in the contemporary
landscape and the unique character that arises from the side by side existence of new and old. Petaluma's historical
resources are preserved and encouraged through policies and programs that serve to maintain the historic
character.
The project site was historically used for industrial uses (feed mill) and truck fueling, repair, sandblasting, and
painting operations. In December 2016, the project site contained several buildings; however, the buildings,
foundations, and truck scale were demolished on various dates between May 9 and June 19, 2018.7 The project
site is currently undergoing remediation for soil and groundwater impacts from past uses on the subject property
(see Section 4.9 Hazards/Hazardous Materials for further details).
The project site is primarily covered by compacted gravel for parking, storage and staging vehicles and materials.
Vegetated areas, largely of ruderal vegetation, are limited to strips of land adjacent to Corona Road, North McDowell
Boulevard, the railroad, and Corona Creek. Corona Creek abuts the eastern portion of the property.
Cultural Resources Impact Analysis
4.5 (a) (Historical Resource) No Impact: The project site is not located within a designated historic district and
does not contain any historically significant above ground resources, nor does it constitute a historic site. The project
site has been previously disturbed and is currently used for parking, storage and staging vehicles and materials.
Accordingly, in the absence of any historic resources within the subject property, the proposed project would not
directly or indirectly affect the significance of a historical resource. Therefore, the project would have no impacts
due to a change in the significance of a historical resource.
4.5 (b) (Archaeological Resources) Less Than Significant with Mitigation: The City of Petaluma has a rich
archeological history due to the presence of the Coast Miwok Indians prior to European settlers in California. As
such, undisturbed lands within the Urban Growth Boundary, particularly lands in the vicinity of ridgetops, midslope
terraces, alluvial flats, ecotones, and sources of water have a greater possibility of containing a prehistoric
archaeological resource. Potentially significant archeological resources include, but are not limited to concentrations
of artifacts or culturally modified soil deposits, modified stone, shell, bone, or other cultural materials such as
charcoal, ash, and burned rock indicative of food procurement or processing activities, or prehistoric domestic
features including hearths, fire pits, or house floor depressions or other such historic artifacts (potentially including
trash pits and all by-products of human land use greater than 50 years of age).
The project site has been used for industrial purposes and is currently undergoing remediation to remove
contaminated soils. Although onsite soils have been previously disturbed, there is the potential for archeological
resources to be discovered during ground disturbing construction activities. In order to avoid inadvertently causing
a substantial adverse change in the significance of an archaeological resource, Mitigation Measure CUL -1
provides that all work shall halt in the event that a potential archeological resource is unearthed during construction.
Soil Excavation Report, 890 North McDowell Boulevard and 320 Corona Road, prepared by Pinnacle Environmental, Inc.,
August 7, 2018.
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Should any archeological features be identified during construction, measure CUL -1 requires compliance with
CEQA §21083.2 and CEQA Guidelines §15064.5. Therefore, with implementation of CUL -1 potential impacts will
be reduced to less than significant levels.
4.5 (c) (Human Remains) Less than Significant Impact: No evidence suggests that human remains have been
interred within the boundaries of the project site. However, in the event that during ground disturbing activities,
human remains are discovered to be present, all requirements of state law pursuant to California Health and Safety
Code Section (CA HSC) 7050.5 shall be duly complied with, including the immediate cessation of ground disturbing
activities near or in any area potentially overlying adjacent human remains and contacting the Sonoma County
Coroner upon the discovery of any human remains. If it is determined by the Coroner that the discovered remains
are of Native American descent the Native American Heritage Commission shall be contacted immediately. If
required, the project sponsor shall retain a City -qualified archeologist to provide adequate inspection,
recommendations and retrieval. Compliance with CA HSC Section 7050.5 and performance of actions therein will
ensure that in the event of accidental discovery of historically significant remains all impacts will remain at levels
below significance.
Cultural Resources Mitigation Measures:
CUL -1: If during the course of ground disturbing activities, including, but not limited to excavation, grading and
construction, a potentially significant prehistoric or historic resource is encountered, all work within a 100 -
foot radius of the find shall be suspended for a time deemed sufficient for a qualified and city -approved
cultural resource specialist to adequately evaluate and determine significance of the discovered resource
and provide treatment recommendations. Should a significant archeological resource be identified a
qualified archaeologist shall prepare a resource mitigation plan and monitoring program to be carried out
during all construction activities. Prehistoric archaeological site indicators include: obsidian and chert flakes
and chipped stone tools; grinding and mashing implements (e.g., slabs and handstones, and mortars and
pestles); bedrock outcrops and boulders with mortar cups; and locally darkened midden soils. Midden soils
may contain a combination of any of the previously listed items with the possible addition of bone and shell
remains, and fire affected stones. Historic period site indicators generally include: fragments of glass,
ceramic, and metal objects; milled and split lumber; and structure and feature remains such as building
foundations and discrete trash deposits (e.g., wells, privy pits, dumps).
4.6 ENERGY
Potentially Less ThanLessLess Than No
Would the project: Significant with Significant Impact
Impact Mitigation Impact
p
a) Result in a potentially significant environmental impact
due to wasteful, inefficient, or unnecessary consumption El El ® El
of energy, or wasteful use of energy resources, during
project construction or operation?
b) Conflict with or obstruct a state or local plan for renewable El F ❑ El
energy or energy efficiency?
Sources: City of Petaluma General Plan 2025 and EIR; BAAQMD 2017 Bay Area Clean Air Plan; Air Quality and
Greenhouse Gas Assessment, prepared by Illingworth & Rodkin, November 19, 2018; and California Energy Commission
various publications.
Energy Setting
Energy resources include electricity, natural gas and other fuels. The production of electricity requires the
consumption or conversion of energy resources, including water, wind, oil, gas, coal, solar, geothermal, and nuclear
resources, into energy. Energy production and energy use both result in the depletion of nonrenewable resources
(e.g., oil, natural gas, coal, etc.) and emission of pollutants. Energy consumption is measured using the British
Thermal Unit (BTU). BTU is the amount of energy that is required to raise the temperature of one pound of water
by one -degree Fahrenheit. As points of reference, the approximate amount of energy contained in a gallon of
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City of Petaluma Corona Station Residential IS/MND
gasoline, 100 cubic feet (one therm) of natural gas, and a kilowatt hour of electricity are 123,000 BTUs, 100,000
BTUs, and 3,400 BTUs, respectively.
In May 2018 the California Energy Commission adopted the 2019 Building Energy Efficiency Standards (Title 24,
Part 6 of the CCR). These new standards address energy efficiency at the State level and go into effect on January
1, 2020. The new standards focus on four key areas: smart residential photovoltaic systems; updated thermal
envelope standards, which prevent heat transfer from the interior to exterior and vice versa; residential and
nonresidential ventilation requirements; and nonresidential lighting requirements. The building standards require
that solar photovoltaic systems be installed on single-family residences, multi -family buildings, hotels/motels, and
non-residential buildings constructed in 2020 and beyond.
California Energy Consumption
According to the California Energy Commission (CEC), total system electric generation for California in 2018 was
285,488 gigawatt -hours (GWh)$, down two percent from 2017. California's non -0O2 emitting electric generation
categories (nuclear, large hydroelectric, and renewable generation) accounted for approximately 53 percent of total
in-state generation for 2018. California's in-state electric generation was 194,842 GWh and electricity imports were
90,648 GWh.
According to the CEC, approximately 45 percent of the natural gas burned in California was used for electricity
generation, with the remainder consumed in the residential (21 percent), industrial (25 percent), and commercial (9
percent) sectors. Natural gas is used for many things including generating electricity for cooking and heating, as
well as an alternative transportation fuel. Natural gas demand in all sectors has remained relatively constant,
however from 2011 to 2012, total natural gas demand in California for industrial, residential, commercial, and electric
power generation increased by approximately 30 percent.9
Transportation accounts for a large portion of California's overall energy consumption. Gasoline remains the
dominant fuel type within the transportation sector, followed by diesel and aviation fuel. In 2015, California
consumed approximately 15 billion gallons of gasoline and approximately 4.2 billion gallons of diesel fuel.10 An
increasing amount of electricity is also being used for transportation energy, which is chiefly attributed to the
acceleration of light-duty plug-in electric vehicles.
City of Petaluma
The City of Petaluma contains energy resources that encompass a variety of fuels that provide lighting for residential
and commercial uses, heating and cooling for indoor environments, and aid in the operation of transportation
systems. In 2010 the City of Petaluma's annual household consumption rate was 6,000 kwh (electricity) and 493
therms (natural gas). The City of Petaluma's largest energy consumer is the transportation sector.
The General Plan contains goals, policies and programs intended to reduce energy consumption. Chapter 2:
Community Design, Character, and Green Building identifies sustainable building strategies and practices, which
minimize energy consumption. Chapter 4: The Natural Environment contains policies and programs to reduce
reliance on non-renewable energy sources in existing and new development. Energy policies supporting alternative
and efficient transportation systems, and the reduction of energy consumption in buildings by means of appropriate
design and orientation are identified in Section 3.3: Sustainable Building and Chapter 5: Mobility. Residential energy
efficiency is addressed in Chapter 11: Housing Element.
The following General Plan policies related to energy resources are particularly applicable to the subject project:
8 California Energy Commission, Total System Electric Generation (2018)
https•//ww2 energy ca ctov/almanac/electricity data/total system power html, accessed August 26, 2019
9 California Energy Commission, Supply and Demand of Natural Gas in California
https://ww2.energy.ca.gov/almanac/naturaigas_data/overview.html, Accessed August 26, 2019.
10 California Energy Commission, Transportation Energy, https://www.energy.ca.gov/data-reports/energy-
almanac/transportation-energy, Accessed July 3, 2019.
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® Policy 4 -P -15D: Reduce emissions from residential and commercial uses by requiring the following:
o Use of high efficiency heating and other appliances, such as cooking equipment, refrigerators, and
furnaces, and low NOx water heaters in new and existing residential units;
o Compliance with or exceed requirements of CCR Title 24 for new residential and commercial
buildings; and
o Incorporation of passive solar building design and landscaping conducive to passive solar energy
use for both residential and commercial uses, i.e., building orientation in a south to southeast
direction, encourage planting of deciduous trees on west sides of structures, landscaping with
drought resistant species, and use of groundcovers rather than pavement to reduce heat reflection.
Policy 4 -P -19D: Encourage use and development of renewable or nontraditional sources of energy.
Consider the feasibility of requiring a percentage of new development to meet 50% of their energy needs
from fossil fuel alternatives (e.g. solar panels, etc.).
The City of Petaluma has also taken steps to address GHG emissions within its city limits, which in turn assist in
reducing energy consumption (see Section 4.8 Greenhouse Gas Emissions).
Energy Impact Analysis
4.6 (a) (Wasteful, Inefficient, Unnecessary Consumption of Energy) Less Than Significant Impact:
Development of the proposed project would involve the use of energy during construction and at operation. Site
preparation, grading, paving, and building construction would consume energy in the form of gasoline and diesel
fuel through the operation of heavy off-road equipment, trucks, and worker trips. However, consumption of such
resources would be temporary and would cease upon the completion of construction. As stated in Section 4.3 Air
Quality, the City of Petaluma will impose BAAQMD best management practices (Measure AQ -1), which would
minimize the inefficient, wasteful, and unnecessary consumption of energy during construction by limiting idling
times and requiring that all construction equipment be maintained and properly tuned in accordance with
manufacturer's specifications. Further, Mitigation Measure AQ -2 requires the development and implementation of
a construction plan demonstrating that off-road equipment used on-site to construct the project would achieve a
fleet -wide average 45 percent reduction, or more, in particulate matter exhaust emissions. As such, construction -
related energy impacts would be less than significant.
Long-term operational energy use associated with the project includes electricity consumption associated with the
new residences (e.g., lighting, electronics, heating, air conditioning, refrigeration), as well as energy consumption
related to water usage, wastewater conveyance and treatment, solid waste disposal, and fuel consumption by
vehicles associated with the project through the generation of new vehicle trips by residents, workers, and visitors.
The project will be subject to the California Building Standards Code. In 2016, the City adopted an update to the
California Building Standards Code, which contains the mandatory California Green Building Standards Code
(CALGreen). All new development within the City of Petaluma must comply with these standards, which generally
achieve energy efficiency approximately 15% beyond Title 24 as well as a construction waste reduction rate of 65%.
The proposed development will be constructed on or after January 1, 2020, and as such will be required to adhere
to the 2019 Building Energy Efficiency Standards (Title 24, Part 6 of the CCR). As described above, solar
photovoltaic systems will be required on all residential structures. In addition, the proposed development will adhere
to other new standards related to thermal envelope, the prevention of heat transfer, and ventilation requirements.
The City of Petaluma requires that all new development demonstrate compliance with CALGreen Tier 1 Building
standards. CALGreen Tier 1 reduces energy consumption for heating, air conditioning, and ventilation and requires
use of low-water irrigation systems, water efficient appliances and faucets, cool roofs, short- and long-term bicycle
parking, electric vehicle charging spaces, outdoor energy performance lighting and other mandatory energy
efficiency measures. Prior to issuance of a building permit, the proposed structures onsite will be required to
demonstrate compliance with CalGreen Tier 1 standards.
Features and landscaping have been incorporated into the design of the project to achieve energy conservation.
For example, trees are proposed around the perimeter of the lot as well as between buildings to provide shading
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and minimize energy requirements. In addition, the majority of landscaping includes drought resistant, low water
usage species.
Energy would be consumed through daily residential activities, the delivery of water for potable and irrigation
purposes, solid waste management, and daily vehicle use by residents, workers, and visitors. While the long-term
operation of the project would result in an increase in energy consumption compared to existing conditions, the
project will incorporate design measures (related to electricity and water use) in compliance with CALGreen, the
General Plan, and the Petaluma IZO to minimize energy consumption. Therefore, operation of the proposed project
would not result in the wasteful, inefficient, and unnecessary consumption of energy and impacts would be less
than significant.
4.6 (b) (Conflict with State or Local Plan) Less Than Significant Impact: As previously described, the proposed
project would have a less than significant impact due to a conflict with the 2017 CAP since the 2017 CAP is based
on land use and growth projections consistent with those used in the Petaluma General Plan. The project's land
use and development intensity is consistent with that assumed by the General Plan for the project site. There are
no other control measures of the 2017 CAP that apply to the project. Therefore, the project will not conflict with or
obstruct implementation of the Bay Area 2017 Clean Air Plan and no impact will result.
In December 2007, the CEC prepared the State Alternative Fuels Plan in partnership with the CARB and in
consultation with the other state, federal, and local agencies. The plan presents strategies and actions California
must take to increase the use of alternative non -petroleum fuels in a manner that minimizes costs to California and
maximizes the economic benefits of in-state production. The plan assessed various alternative fuels and developed
fuel portfolios to meet California's goals to reduce petroleum consumption, increase alternative fuel use, reduce
greenhouse gas emissions, and increase in-state production of biofuels without causing a significant degradation
of public health and environmental quality. As a residential project that would install energy conservation features,
the proposed project would not conflict with or obstruct implementation of the State Alternative Fuels Plan and
impacts would be less than significant."
Mitigation Measures: None Required.
4.7 GEOLOGY AND SOILS
Would the project:
Potentially
Significant
Impact
Less Than
With
Mitigation
LessLess Than
Significant
Impact
No
Impact
a) Directly or indirectly cause potential substantial adverse
effects, including the risk of loss, injury, or death involving:
i. Rupture of a known earthquake fault, as delineated
on the most recent Alquist-Priolo Earthquake Fault
Zoning Map issued by the State Geologist for the
❑
❑
❑
area or based on other substantial evidence of a
known fault? Refer to Division of Mines and Geology
Publication 42.
ii. Strong Seismic ground shaking?
❑
❑
®
❑
iii. Seismic -related ground failure, including
❑
®
❑
❑
liquefaction?
iv. Landslides?
❑
❑
❑
b) Result in substantial soil erosion or the loss of topsoil?
❑
®
❑
❑
c) Be located on a geologic unit or soil that is unstable, or that
would become unstable as a result of the project, and
❑
®
E]❑
11 California Energy Commission, Final Adopted State Alternative
Fuels
Plan, Adopted December
2007,
https://ww2.energy.ca.gov/2007publications/CEC-600-2007-011/CEC-600-2007-011-CMF.PDF,
Accessed July 9, 2019.
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Resolution No. 2020-029 N.C.S. Page 44
of Petaluma Corona Station Residential IS/MND
potentially result in on or off-site landslide, lateral
spreading, subsidence, liquefaction or collapse?
d) Be located on expansive soil, as defined in Table 18-1-B of ❑ ® Elthe Uniform Building Code (1994), creating substantial El
direct or indirect risks to life or property?
e) Have soils incapable of adequately supporting the use of
septic tanks or alternative waste water disposal systems El ❑ E]
where sewers are not available for the disposal of waste
water?
f) Directly or indirectly destroy a unique paleontological
resource or site or unique geologic feature? El ❑ ® El
Sources: City of Petaluma General Plan 2025 and EIR; and Stevens, Ferrone & Bailey, Engineering Company, Inc.,
Geotechnical Investigation, August 28, 2018.
Geology and Soils Setting
The City of Petaluma lies within a seismically active region classified by the California Building Code (CBC) as
Seismic Zone 4 where the most stringent CBC standards apply. Geologic hazards within the City of Petaluma are
largely related to seismic ground shaking and associated effects such as liquefaction, ground failure, and seismically
induced landslides. Faults in the vicinity of Petaluma are capable of generating large earthquakes that could
produce strong to violent ground shaking. The Rodgers Creek Fault is located less than 5 miles to the northeast of
the City (Figure B-2 in Appendix B). Although branches of the Rodgers Creek closest to the City are not historically
active (within the last 200 years), they do show evidence of activity during the last 11,000 years, which is a relatively
short time in terms of geologic activity.
Expansive soils and soil erosion are also of general concern within the City of Petaluma. Expansive soil materials
occur in the substrate of the clays and clayey loams in the City and represent a potential geologic hazard. Without
proper geotechnical considerations, buildings, utilities and roads can be damaged by expansive soils due to the
gradual cracking, settling, and weakening of older buildings. These effects create safety concerns and risk of
financial loss. To reduce the risks associated with expansive soils, the City's Building Code, Chapter 18, requires
that each construction site, intended for human occupancy, that is suspected of containing expansive soils be
investigated and the soils be treated to eliminate the hazard.
Stevens, Ferrone & Bailey, Engineering Company, Inc. prepared a site-specific Geotechnical Investigation for the
proposed project on August 28, 2018 (Appendix D). Following is a summary of the findings and recommendations
from the Geotechnical Investigation:
Undocumented fills extending to depths of about 2 feet below existing grades were encountered in Borings
SFB-1, SFB-2, and fills between 6 and 8 feet deep were encountered in Borings SFB-4 and SFB-5. In
addition, between 2 and 10 feet of fill reportedly exists in the prior excavations on the site (conducted to
remove contaminated soils). The fills are heterogeneous and weak and compressible under the proposed
improvement loads. In order to reduce the potential for damaging differential settlement of overlying
improvements (such as new fills, building foundations, driveways, exterior flatwork, and pavements), it is
recommended that these fills be completely removed and re -compacted.
• The clayey onsite near -surface soils have high to very high plasticity and expansion potential and will be
subjected to volume changes during seasonal fluctuations in moisture content. To reduce the potential for
post -construction distress to the proposed structures resulting from swelling and shrinkage to these
materials, it is recommended that the proposed residences be supported on a post -tensioned slab
foundation system that is designed to reduce the impacts of the expansive soils.
• Results of the liquefaction analysis indicate saturated, medium dense sand lenses up to 12 feet thick
encountered in the onsite borings, have a high potential for liquefying when subjected to a Maximum
Considered Earthquake (MCE) event. If the site was subjected to an MCE earthquake event, total aerial
ground surface settlements of approximately 0.5 to 1.5 inches could occur.
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of Petaluma
Corona Station Residential IS/MND
• The retaining walls and sound walls can be supported on drilled, cast -in-place, straight shaft friction piers
that develop their load carrying capacity in the materials underlying the site.
Geology and Soils Impact Discussion
4.7 (a.i.) (Faults) No Impact: The project site is not located within an Alquist-Priolo Earthquake Fault Zone and no
known active faults directly traverse the site (Figure B-3 in Appendix B). Therefore, there is no risk of fault -related
ground rupture during earthquakes within the limits of the site due to a known Alquist-Priolo Earthquake Fault zone.
4.7 (a.ii) (Ground -Shaking) Less Than Significant Impact: As is the case throughout the City's UGB,
development has the potential to expose people or structures to substantial adverse effects from strong seismic
ground shaking. The project site is located within Zone 8 — Very Strong of the Mercalli Intensity Shaking Severity
Level (Figure B-4 in Appendix B). In the event of a magnitude 7.1 earthquake, the project area and the City of
Petaluma could experience severe ground shaking that could damage buildings, structures, infrastructure and result
in the risk of loss of life or property.
The project site is located approximately 4.5 miles to the Rodgers Creek Fault to the northeast, 15 miles to the San
Andreas Fault to the southwest, 17 miles to the West Napa Fault to the east. As such, the project site holds potential
to expose people and structures to potentially substantial adverse effects resulting from strong seismic ground
shaking. The resultant vibrations would likely cause primary damage to buildings and infrastructure with secondary
effects being ground failures in loose alluvium and poorly compacted fill. Both the primary and secondary effects of
seismic activity pose a risk of loss of life or property.
The intensity of earthquake motion will depend on the characteristics of the generating fault, distance to the fault
and rupture zone, earthquake magnitude, earthquake duration, and site specific geologic conditions. The
Geotechnical Investigation identified the following earthquake design data:
Table 3: 2016 CBC Ground Motion Parameters
Site Class
D
SS
1.57
S1
0.619
Fa
1.0
Fv
1.5
Source: Geotechnical Investiaation.
Dreoared by Stevens,
Ferrone & Bailey, Engineering Company, Inc., August 28, 2018.
Conformance with standards set forth in the Building Code of Regulations, Title 24, Part 2 (the California Building
Code 3.7-20 Chapter 3: Setting, Impacts, and Mitigation Measures [CBC]) and the California Public Resources
Code, Division 2, Chapter 7.8 (the Seismic Hazards Mapping Act) will ensure that potential impacts from seismic
shaking are less than significant. Adherence to Class D specifications for ground motion parameters will ensure
that the proposed buildings, walls, and associated improvements onsite would not expose people or structures to
potential substantial adverse effects, including the risk of loss, injury, or death as a result of seismic activity.
Therefore, potential impacts from ground shaking will have a less than significant impact.
4.7 (a.iii) (Seismic -Related Ground Failure/Liquefaction) Less Than Significant Impact with Mitigation:
Liquefaction is the rapid transformation of saturated, loosely packed, fine-grained sediment to a fluid like state as a
result of ground shaking. Potential for liquefaction is most pronounced when the groundwater table is shallow
(typically less than 50 feet below the surface) and the liquefaction potential becomes increasingly heightened as
the water table becomes shallower. The Petaluma water table is generally found 10-20 feet below the surface.
Figure 3.7-5 of the General Plan EIR indicates that much of the UGB falls within a "Moderate Liquefaction Hazard
Level" with the area abutting the Petaluma River exhibiting a "High to Very High Liquefaction Hazard Level". As
discussed in the Geotechnical Investigation, the subject property has a high potential for liquefying when subjected
to a high intensity earthquake event.
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Citv of Petaluma Corona Station Residential IS/MND
In order to ensure that the project is able to adequately withstand liquefaction settlement, the project shall comply
with Mitigation Measure GEO-1, which requires that the project adhere to the earthwork, foundation design
recommendations, and retaining/sound wall designs outlined in the Geotechnical Investigation prepared by
Stevens, Ferrone & Bailey, Engineering Company, Inc. With the implementation of Mitigation Measure GEO-1,
potential impacts resulting from seismic -related ground failure will be reduced to less than significant levels.
4.7 (a.iv) (Landslide) No Impact: The potential for a risk of landslide is dictated by several factors including
precipitation conditions, soil types, steepness of slope, vegetation, seismic conditions and level of human
disturbance. When certain conditions are present landslides can be triggered as a result of seismic activity.
Landslides have been known to occur in Sonoma County, but are typically limited to slopes steeper than 15% and
confined to areas underlain by geologic units that have demonstrated stability problems in the past. The project site
is located outside of the Landslide Complex (areas of previous ground failure) as identified in Figure 3.7-5 of the
Petaluma General Plan 2025.The topography of the site lacks steep slopes and is generally flat with a 0.5% slope
across the property. Based on the negligible slope of the site and the fact that the project will be located a sufficient
distance from any sloped terrain, there will be no impacts related to landslides or slope failure.
4.7 (b) (Erosion) Less Than Significant Impact with Mitigation: Development of the project will require site
preparation and grading activities that will potentially result in soil erosion or the loss of topsoil if not properly
controlled. Water and wind serve as the primary catalyst of soil erosion, with steeper slopes intensifying the effects.
Vegetation removal as part of the site preparation process as well as grading and ground disturbing activities
associated with development can heighten the potential for and accelerate soil erosion. In order to ensure that
potential impacts related to soil erosion are reduced to levels below significant, Mitigation Measure GEO-2, set
forth below, requires that the applicant to submit an erosion control plan that identifies measures to be implemented
during construction and establishes provisions for grading activity during the rainy season. With implementation of
GEO-2, impacts associated with soil erosion will be reduced to less than significant levels.
4.7 (c) (Unstable Geologic Unit) Less Than Significant with Mitigation: Lateral spreading, lurching and
associated ground cracking can occur during strong ground shaking. Lurching and ground cracking generally occurs
along the tops of slopes where stiff soils are underlain by soft deposits or along steep channel banks whereas lateral
spreading generally occurs where liquefiable deposits flow towards unconfined spaces, such as channel banks,
during an earthquake. The proposed development would be set back approximately 60 feet from the Corona Creek
top -of -bank; therefore, development would not be located along any steep channel banks.
As stated in the Geotechnical Investigation, undocumented fills extending to depths of about 2 feet below existing
grades were encountered in Borings SFB-1, SFB-2, and fills between 6 and 8 feet deep were encountered in Borings
SFB-4 and SFB-5. In addition, between 2 and 10 feet of fill reportedly exists in the prior excavations on the site
(conducted to remove contaminated soils). The Geotechnical Investigation recommends that these fills be
completely removed and re -compacted.
In order to reduce the potential for damaging differential settlement of overlying improvements (such as building
foundations, driveways, exterior flatwork, pavement, and utilities), the project shall comply with Mitigation Measure
GEO-1, which requires that the project adhere to the earthwork, foundation design, exterior flatwork, and
retaining/sound wall design recommendations outlined in the Geotechnical Investigation. With the implementation
of Measure GEO-1, potential impacts relating to unstable geologic units will be reduced to less than significant
levels.
4.7 (d) (Expansive Soils) Less Than Significant with Mitigation: Soil expansion occurs when clay particles
interact with water causing seasonal volume changes in the soil matrix. The clay soil swells when saturated and
then contracts when dried. This phenomenon generally decreases in magnitude with increasing confinement
pressures at increasing depths. These volume changes may damage lightly loaded foundations, concrete slabs,
pavements, retaining walls and other improvements. Expansive soils also cause soil creep on sloping ground.
As described in the Geotechnical Investigation, the clayey onsite near -surface soils have high to very high plasticity
and expansion potential and will be subjected to volume changes during seasonal fluctuations in moisture content.
To reduce the potential for post -construction distress to the proposed structures and infrastructure resulting from
swelling and shrinkage to these materials, the Geotechnical Investigation recommends that the proposed buildings
be supported on a post -tensioned slab foundation system that is designed to reduce the impacts of the expansive
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Resolution No. 2020-029 N.C.S. Page 47
City of Petaluma Corona Station Residential IS/MND
soils. The Geotechnical Investigation identified recommendations for earthwork, exterior flatwork, drainage, utilities,
and retaining/sound wall designs to avoid the affects of expansive soils.
In order to reduce potential impacts due to the presence of expansive soils, Mitigation Measure GEO-1, shall be
implemented, which requires that the project adhere to recommendations presented in the Geotechnical
Investigation. Adherence to Mitigation Measure GEO-1, including any other recommendations derived through
mandatory conformance with Title 24 (California Building Code Standards), would ensure the project results in a
less than significant impact from expansive soils.
4.7 (e) (Septic Tanks) No Impact: The proposed project will be connected to the existing municipal sewer system
that treats all wastewater effluent generated within the UGB. There are no septic tanks or alternative wastewater
disposal systems proposed as part of the project. Therefore, there will be no impact resulting from the adequacy of
soils to support septic tanks or other wastewater disposal system.
4.7 (f) (Unique Paleontological Resource) Less Than Significant Impact: The Petaluma General Plan does not
identify the presence of any paleontological or unique geological resources within the boundaries of the UGB.
Moreover, the project site has experienced ground disturbance, as it was formerly excavated for the removal of
contaminated soils. As such, there is limited potential for paleontological resources to be present on the project site.
Nevertheless, potential remains for the discovery of buried paleontological resources. Accordingly, a condition of
approval will be imposed on the project that requires construction activity to halt in the event of accidental discovery
during grading activities in accordance with CEQA §21083.2 and CEQA Guidelines §15064.5. Given the project's
location and application of a condition addressing accidental discovery, the project is not expected to result in a
substantial adverse change to unique paleontological or geologic resources and impacts will be less than significant.
Mitigation Measures:
GEO-1: As determined by the City Engineer and/or Chief Building Official, all recommendations outlined in the
Geotechnical Investigation dated August 28, 2018, prepared by Stevens, Ferrone & Bailey, Engineering
Company, Inc., including but not limited to, site preparation and grading, excavation, seismic design,
foundation design, and sound wall design are herein incorporated by reference and shall be adhered to in
order to ensure that appropriate construction measures are incorporated into the design of the project.
Nothing in this mitigation measure shall preclude the City Engineer and/or Chief Building Official from
requiring additional information to determine compliance with applicable standards. The geotechnical
engineer shall inspect the construction work and shall certify to the City, prior to issuance of a certificate of
occupancy that the improvements have been constructed in accordance with the geotechnical
specifications.
GEO-2: Prior to issuance of a grading permit, an erosion control plan along with grading and drainage plans shall
be submitted to the City Engineer for review. All earthwork, grading, trenching, backfilling, and compaction
operations shall be conducted in accordance with the City of Petaluma's Grading and Erosion Control
Ordinance #1576, Title 17, Chapter 17.31 of the Petaluma Municipal Code. These plans shall detail erosion
control measures such as site watering, sediment capture, equipment staging and laydown pad, and other
erosion control measures to be implemented during construction activity on the project site.
4.8 GREENHOUSE GAS EMISSIONS
Would the project:
Potentially
Significant
Impact
Less Than
with
Mitigation
LessLess Than
Significant
Impact
No
Impact
a) Generate greenhouse gas emissions, either directly or
indirectly, that may have a significant impact on the
❑
®
❑
❑
environment?
b) Conflict with an applicable plan, policy or regulation
adopted for the purpose of reducing the emissions of
❑
®
❑
❑
greenhouse gases?
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Sources: City of Petaluma General Plan 2025 and EIR; Bay Area Air Quality Management District Bay Area 2017 Clean
Air Plan; Bay Area Air Quality Management District, CEQA Guidelines, May 2017; Sonoma County Regional Climate
Action Plan 2020 and Beyond, prepared July 2016; and Air Quality and Greenhouse Gas Assessment, prepared by
Illingworth & Rodkin, November 19, 2018.
Greenhouse Gas Setting
Greenhouse gases (GHGs) are generated from natural geological and biological processes and through human
activities including the combustion of fossil fuels and industrial and agricultural processes. GHGs include carbon
dioxide (CO2), nitrous oxide (N20), methane (CH4), chlorofluorocarbons (CFCs), hydrofluorocarbons (HFCs) and
perfluorocarbons (PFCs).
While GHGs are emitted locally they have global implications. GHGs trap heat in the atmosphere, which heats up
the surface of the Earth. This concept is known as global warming and is contributing to climate change. Changing
climatic conditions pose several potential adverse impacts including sea level rise, increased risk of wildfires,
degraded ecological systems, deteriorated public health, and decreased water supplies.
To address GHG's at the State level, the California legislature passed the California Global Warming Solutions Act
in 2006 (Assembly Bill 32), which requires that statewide GHG emissions be reduced to 1990 levels by 2020 and
an 80 percent reduction below 1990 levels by 2050. In 2016, the Legislature passed SB 32, which codifies a 2030
GHG emissions reduction target of 40 percent below 1990 levels. With SB 32, the Legislature passed companion
legislation AB 197, which provides additional direction for developing the Scoping Plan. The 2017 Climate Change
Scoping Plan identifies how the State can reach the 2030 climate target to reduce GHG emissions by 40 percent
from 1990 levels, as set by Executive Order B-30-15 and codified by SB 32. The 2017 Climate Change Scoping
Plan also describes how the State can substantially advance toward the 2050 climate goal to reduce GHG
emissions by 80 percent below 1990 levels.
The City of Petaluma has taken steps to address GHG emissions within city limits. The City adopted Resolutions
2002-117, 2005-118, and 2018-009 (incorporated herein by reference), which calls for the City's participation in the
Cities for Climate Protection Campaign effort and establishes GHG emission reduction targets.
A Climate Action Plan was prepared in July 2016 by the Sonoma County Regional Climate Protection Authority
(RCPA) on behalf of Sonoma County and all nine local jurisdictions. The Climate Action Plan implements the City
of Petaluma's General Plan Policy 4-P-27, which aims to achieve a reduction in greenhouse gas emissions. Several
General Plan policies serve to reduce GHG emissions associated with project construction, design and operation.
General Plan Goal 5-G-8 seeks to expand the use of alternative modes of transportation which serve regional
needs. The Sonoma Marin Area Rail Transit (SMART) Plan provides an alternative mode of transportation via the
light rail commuter service to Sonoma and Marin Counties. The light rail effort is estimated to divert more than 1.4
million car trips from Highway 101 annually and reduce GHGs by at least 124,000 pounds per day. Regular service
began in August 2017 and includes service to and from Petaluma via the Downtown Petaluma Station, located on
Lakeville Highway between East D Street and East Washington Street.
The planned Petaluma North Station (Corona Station) is proposed adjacent to the project site. The proximity of the
proposed project to the planned Corona) Station is consistent with General Plan Policy 2-P-90, which seeks to locate
high-intensity, transit -oriented development close to the planned Petaluma North (Corona) Station as it will provide
an opportunity for residents to utilize an alternative mode of transportation, contributing to the reduction in
automobile trips and associated GHG emissions.
General Plan Policy 2-P-122 requires new development projects to prepare a Construction Phase Recycling Plan
that would address reuse and recycling of major waste generated by demolition and construction activities, such as
soil, vegetation, concrete, lumber, metal scraps, and cardboard packaging. As a condition of approval, the Project
will be required to prepare and implement a Construction Phase Recycling Plan.
In 2016, the City adopted an update to the California Building Standards Code, which contains the mandatory
California Green Building Standards Code (CALGreen). All new development within the City of Petaluma must
comply with these standards, which generally achieve energy efficiency approximately 15% beyond Title 24 as well
as a construction waste reduction rate of 65%. The proposed project will likely be constructed after January 1, 2020,
and therefore will be required to comply with the 2019 Building Energy Efficiency Standards (Title 24, Part 6 of the
CCR), further described in Section 4.6 Energy. The implementation of the 2019 Building Energy Efficiency
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Standards, new development is expected to be more energy efficient, use fewer resources and emit fewer GHGs.
On January 22, 2018, the City of Petaluma adopted Resolution No. 2018-009 N.C.S reaffirming the City's intent to
reduce greenhouse gas emissions as part of a coordinated effort through the Sonoma County Regional Climate
Protection Authority. As presented in the Sonoma County Climate Action Plan, the City of Petaluma could achieve
GHG reduction through a combination of state, regional and local measures. Reduction measures at the state level
are promulgated through state laws and mandates addressing topics, including but not limited to vehicle fuel
efficiency standard, green building standards, low carbon fuel standards and the Renewable Portfolio Standard.
When realized locally in Petaluma, these measures will achieve a GHG reduction of approximately 119,000 metric
tons of carbon dioxide equivalence (MTCO2e). Separate regional efforts implemented within Petaluma by entities
such as the Regional Climate Protection Authority, Sonoma County Water Agency, County of Sonoma Energy
Independence Office, Sonoma County Transportation Authority, and Sonoma Clean Power will result in an
additional GHG reduction of 28,200 MTCO2e. Under the City of Petaluma's authority, the Sonoma County Climate
Action Plan identifies 12 goals and 24 measures that would achieve an additional GHG reduction of 18,490
MTCO2e. Combined, the state, regional and local measures can achieve a GHG reduction of 166,350 MTCO2e
within Petaluma.12
Under a business as usual approach (i.e., without state, regional or local GHG reduction measures), the City of
Petaluma is projected to emit 542,970 MTCO2e by 2020. With implementation of reduction measures, GHG
emissions would be reduced to 376,620 MTCO2e, representing a 31% reduction of GHG emissions relative to the
2020 business as usual forecast. Additionally, per capita emissions in 2020 are projected to be 6.2 MTCO2e, which
also represents a 31 % decrease from 1990 per capita emissions. 13
Greenhouse Gas Significance Thresholds
The BAAQMD's CEQA Air Quality Guidelines, adopted May 2017, recommended a GHG threshold of 1,100 metric
tons (MT) of CO2 equivalent per year (CO2e/year) or 4.6 MT/year per service population (residents/employees) as
a numeric emissions level, below which a project's contribution to global climate change would be considered less
than significant. These thresholds were developed based on meeting the 2020 GHG targets set in the scoping plan
which addressed AB 32. Development of the project would occur beyond 2020, as such a threshold that addresses
a future target is appropriate. Although BAAQMD has not yet published a quantified threshold for 2030, a
"Substantial Progress" efficiency metric of 2.8 MT CO2e/year/service population and a bright -line threshold of 660
MT CO2e/year based on the GHG reduction goals of Executive Order B-30-15 is applied to identify potentially
significant impacts.
Greenhouse Gas Impact Analysis
4.8 (a) (Significant GHG Emissions) Less Than Significant Impact with Mitigation: Construction of the project
will result in GHG emissions from heavy-duty construction equipment, worker trips, and material delivery and
hauling. Construction GHG emissions are short-term and will cease once construction is complete. GHG emissions
associated with construction were computed to be 554 MT of CO2e for the total 15 -month construction period. The
BAAQMD has not established thresholds of significance for GHG emissions resulting from construction activities.
Rather, BAAQMD encourages the incorporation of best management practices to reduce GHG emissions during
construction. As stated under Section 4.3 Air Quality, the project will be required to implement BAAQMD's best
management practices during construction as detailed in AQ -1. AQ -2 will also be implemented, which requires the
development and implementation of a construction plan demonstrating that off-road equipment used on-site to
construct the project would achieve a fleet -wide average 45 percent reduction, or more, in particulate matter exhaust
emissions. In addition, consistent with General Plan Policy 2-P-122 a project condition of approval shall be imposed
which requires preparation of a Construction Phase Recycling Plan. The Plan shall, at a minimum, include the use
of local building materials of at least 10 percent and recycling or reusing at least 50 percent of construction waste
or demolition materials. Implementation of AQ -1, AQ -2, and project conditions of approval will result in a less than
12 Climate Action 2020 and Beyond, Sonoma County Regional Climate Action Plan, prepared July 2016, Table 5.4-4
13 Ibid., page 5-61
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of Petaluma Corona Station Residential IS/MND
significant impact with regard to construction generated GHG emissions.
Operational Emissions
Before conducting a detailed estimation of whether a project would have a potential for exceeding the GHG emission
thresholds, the BAAQMD recommends applying screening criteria based on development type. The screening
criteria were derived using default assumptions as well as modeling for indirect emissions such as electric
generation, solid waste, and water use. Projects below the screening criteria are considered to emit GHG emissions
below the threshold of significance. As shown in Table 8, the project size exceeds the BAAQMD screening level.
Therefore, daily emissions associated with operation of the fully -developed project were estimated using CalEEMod
and the project's vehicle trip generation.
Land Use Type Project BAAQMD Screen Level Above Screening Level?
Apartment, Low Rise 110 units 78 units Yes
Source: Bay Area Air Quality Management District, CEQA Air Quality Guidelines, May 2017, Table 3-1, pg. 3-2.
Table 9 provides a summary of the annual net emissions resulting from operation of the proposed project as
presented in the Air Quality and Greenhouse Gas Assessment prepared by Illingworth and Rodkin. As indicated,
the 2030 emissions exceed the "Substantial Progress" threshold of both 660 MT of CO2e/year and the service
population threshold of 2.8 MT CO2e/year/service population. Implementation of Mitigation Measure GHG-1,
which requires the development and implementation of a Greenhouse Gas Reduction Plan will reduce operational
emissions to a less than significant level.
TABLE 9: ANNUAL GREENHOUSE GAS'EMISSIONS (METRIC TONS PER YEAR);
Source Category
Proposed Project
(2021)
Proposed Project
(2030)
Proposed Project with
Mitigation
(2030)
Area
11
11
Energy Consumption
298
298
Mobile
760
598
Solid Waste Generation
67
67
Water Usage
12
12
Total
1,148
986
816
Significance Threshold
1,100 MT CO2e/year
660 MT CO2e/year
660 MT CO2e/year
Service Population Emissions'
3.8
3.2
2.68
Significance Threshold
4.6 in 2020
2.8 in 2030
2.8 in 2030
Significant (Exceed Both)?
No
Yes
No
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Source: Air Quality and Greenhouse Gas Assessment, Illingworth & Rodkin, February 1, 2019.
The project service population efficiency rate is based on the number of future residents. The number of future residents was estimated to
be 305, which utilizes the California Department of Finance population data for average persons per household in Petaluma (2.72) multiplied
by the number of residential units proposed (112)
Note: It should be noted that, following preparation of the air quality and greenhouse gas analysis, the number of units was reduced from 112
to 110. The data presented above analyzes the 112 -unit project.
4.8 (b) (GHG Plan Conflict) Less Than Significant Impact with Mitigation: The City of Petaluma has adopted
GHG emission reduction policies and programs as part of the General Plan 2025. These policies and
programs address energy efficiency, transportation, conservation and provide for educational programs. Applicable
General Plan Policies include Policy 4-P-1 5D which requires the incorporation of passive solar building design and
landscaping for all new residential uses; and Policy 4 -P -19D which encourages the use of renewable or
nontraditional sources of energy such as the use of solar panels in new development.
Energy conservation features to be included onsite include providing electric vehicle charging stations in each of
the residential garages; installation of solar panels on all new buildings; and installation of all electric appliances
including high efficiency heating and other appliances, such as cooking equipment, refrigerators, and furnaces, and
low NOx water heaters in new residential units.
The City implements a variety of regulations intended to reduce GHG emissions in the City from existing and future
sources. For example, all new construction is required to implement CALGreen Modified Tier 1 standards, which
include a detailed list of green building features that address energy efficiency, water efficiency, waste reduction,
material conservation and indoor air quality. The City is committed to implementing local GHG reduction measures
identified in Climate Action 2020 and Beyond. Mitigation Measure GHG-1 provides for a GHG reduction plan and
would be sufficient to meet the objectives of Climate Action 2020 and Beyond.
The proposed project will provide two bicycle parking spaces within residential garages and two inverted "U" racks.
Additionally, the project proposes construction of a future pedestrian and bicycle path parallel and adjacent to the
existing rail line. Trees are proposed around the perimeter of the lot as well as between buildings to provide shading
and minimize energy requirements. In addition, the majority of landscaping includes drought resistant, low water
usage species and bioretention facilities are proposed throughout the site. As proposed and with Mitigation Measure
GHG-1, the project implements local and regional efforts to minimize GHG emissions. Therefore, the project's
impacts due to a conflict with local, regional and statewide GHG control plans would be less than significant with
mitigation.
Mitigation Measures:
GHG-1: A GHG reduction plan shall be developed and demonstrate that GHG emission from operation of the project
would be reduced, such that the project would have GHG emissions not exceeding 660 MT of CO2e/ year or
2.8 MT/capita/year in 2030. Elements of this plan may include the following:
® Installation of solar power systems or other renewable electric generating systems that provide
electricity to power on-site equipment and possibly provide excess electric power;
® Provide infrastructure for electric vehicle charging in residential units (i.e., provide 220 VAC power)
® Develop and implement a transportation demand management (TDM) program to reduce mobile GHG
emissions;
® Incorporate pedestrian and bicycle circulation features;
® Increase water conservation above State average conditions for residential uses;
® Construct onsite or fund off-site carbon sequestration projects such as a forestry or wetlands projects
for which inventory and reporting protocols have been adopted. If the project develops an off-site
project, it must be registered with the Climate Action Reserve or otherwise approved by the BAAQMD
in order to be used to offset Project emissions;
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® Purchase of carbon credits to offset Project annual emissions. Carbon offset credits must be verified
and registered with The Climate Registry, the Climate Action Reserve, or another source approved by
the California Air Resources Board or BAAQMD. The preference for offset carbon credit purchases
include those that can be achieved as follows: 1) within the City; 2) within the San Francisco Bay Area
Air Basin; 3) within the State of California; then 4) elsewhere in the United States. Provisions of
evidence of payments, and funding of an escrow -type account or endowment fund would be overseen
by the County.
4.9 HAZARDS/HAZARDOUS MATERIALS
Potentially Less ThanLessLess Than No
Would the project: Significant With Significant Impact
Impact Mitigation Impact
a) Create a significant hazard to the public or the
environment through the routine transport, use, or ❑ ❑ ® ❑
disposal of hazardous materials?
b) Create a significant hazard to the public or the
environment through reasonably foreseeable upset ❑ ® ❑ ❑
and accident conditions involving the release of
hazardous materials into the environment?
c) Emit hazardous emissions or handle hazardous or
acutely hazardous materials, substances, or waste ❑ ❑ ❑
within one-quarter mile of an existing or proposed
school?
d) Be located on a site that is included on a list of
hazardous materials sites compiled pursuant to
Government Code Section 65962.5 and, as a result, ❑ ® ❑ ❑
would create a significant hazard to the public or the
environment?
e) For a project located within an airport land use plan
or, where such a plan has not been adopted, within
two miles of a public airport of public use airport, ❑ ❑ ❑
would the project result in a safety hazard or
excessive noise for people residing or working in the
project area?
f) Impair implementation of or physically interfere with
an adopted emergency response plan or emergency ❑ ❑ ❑
evacuation plan?
g) Expose people or structures, either directly or
indirectly, to a significant risk of loss, injury or death ❑ ❑ ® ❑
involving wildland fires.
Sources: City of Petaluma General Plan 2025 and EIR; Pinnacle Environmental, Inc., Phase I Environmental Site
Assessment, February 15, 2017; Pinnacle Environmental, Inc., Phase II Environmental Site Assessment,
October 12, 2017; and EnviroStor and GeoTracker Databases (accessed 7/31/19).
Hazards/Hazardous Materials Setting
Regulations governing the use, management, handling, transportation and disposal of hazardous materials and
waste are administered by federal, state and local governmental agencies. Federal regulations governing
hazardous materials and waste include the Resource Conservation, and Recovery Act of 1976 (RCRA); the
Comprehensive Environmental Response, Compensation and Liability Act of 1980 (CERCLA); and the Superfund
Amendments and Re -authorization Act of 1986 (SARA).
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In California hazardous materials and waste are regulated by the Department of Toxic Substances (DTSC).
Pursuant to the California Planning and Zoning Law the DTSC maintains a hazardous waste and substances site
list, also known as the "Cortese List." In California the Secretary for Environmental Protection established the Unified
Hazardous Materials and Hazardous Waste Management Program, also known as "Unified." The Unified program
is intended to consolidate and ensure consistency in the administration of requirements, permits and inspections
for six programs, including the Underground Storage Tank (UST) program.
The six programs established by the Unified Program are administered and implemented locally through "Certified
Unified Program Agencies" (COPA). The Petaluma CUPA manages the acquisition, maintenance and control of
hazardous materials and waste generated by industrial and commercial business under the auspices of the
Petaluma Fire Department. Under CUPA, projects that intend to store, transport or generate hazardous waste must
apply for and obtain a permit and submit a Hazardous Materials Release Response Plan and Inventory on an annual
basis.
Phase I Environmental Site Assessment
A Phase I Environmental Site Assessment (ESA) was conducted by Pinnacle Environmental, Inc. on
February 15, 2017 for the subject property (Appendix E). The Phase I ESA was prepared in accordance with the
guidelines of the American Society of Testing and Materials (ASTM) Standard Practice E1527-2013 and the EPA
Standard and Practices for All Appropriate Inquiries (40 CFR Part 312). The Phase I ESA identified the following
Recognized Environmental Conditions (RECs) or other issues in connection with the subject property:
• The subject property has been used for industrial uses since at least 1942. The property was occupied by
Pacific Guano Company from 1949 to 1959. Former manufacturing operations at Pacific Guano Company at
the subject property present a potential for release of fertilizer or fertilizer ingredients to the surface soil and
the subsurface including soil and groundwater.
• The property was occupied by the Corona Feed Mill in 1965. The feed mill received raw grain from a railroad
spur that came onto the property. Typically, a feed mill operation includes grain elevators and silos, and a
steam process that compresses ground feed into pellets. Evidence of grain silos and elevators were depicted
in a 1973 aerial photograph. Based on the unknowns associated with former feed facility, a geophysical
survey is recommended for the northwestern portion of the subject property to evaluate whether buried debris
or other anomalies exist on-site.
A fuel pump and groundwater well were permitted for the address 320 Corona in 1964. A cardlock diesel fuel
facility was permitted at the subject property in 1992 that included above -ground storage tanks (ASTs) for
diesel. This facility was closed in 2005. A fuel depot and other ASTs were located on the property early -
1980s. Based on a Phase II completed by Kleinfelder in 2010 and 2011, soil and groundwater beneath the
subject property in the area of the former ASTs are impacted with gasoline related constituents (e.g., BTEX,
1,2-DCE and 1,2 -DCA). Former fueling activities and resulting soil and groundwater impacts are a recognized
environmental condition and a vapor encroachment condition.
• The property has been used for trucking related business which included truck maintenance, painting and
sandblasting since at least the early 1980s. Recent truck repair operations have occurred at the subject
property that has resulted in surficial staining with heavy petroleum hydrocarbons. This is a recognized
environmental condition.
• A masonry boiler room was noted near the western border of the subject property. Due to miscellaneous
debris in and around the room, ground surfaces were not readily observable.
• An approximate 1,650 -square -foot metal garage/warehouse was locked and inaccessible during the site visit.
An early 1980s photograph indicates the building was occupied by Tom Rose Trucking. The lack of access
to this building and other structures on the property is a data gap.
• A railroad right-of-way is located on the northern property boundary. Historically the right-of-way included a
spur that ran parallel to the right-of-way and serviced the former on-site feed mill operations. There are several
potential environmental risks associated with railroad rights-of-way, including the usage of herbicides,
pesticides, petroleum materials and related heavy metals (e.g., arsenic) to maintain the tracks, as well as the
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City of Petaluma Corona Station Residential IS/MND
potential spillage of hazardous materials from railcars. During the site visit, no obvious evidence of hazardous
material spillage or contamination was observed along the section of railway adjoining the subject property,
but it has been out of service for many years.
Phase II Environmental Site Assessment
A Phase II ESA was conducted by Pinnacle Environmental, Inc. on October 12, 2017 for the subject property
(Appendix F). The Phase II ESA addresses recommendations from the Phase I and provides supplemental
information to fill identified data gaps and further assess recognized environmental conditions. Below is a summary
of the findings and recommendations from the Phase II ESA:
Northern Portion — Former Mill Structures
The geophysical survey and test pit analysis indicated evidence of historical burial of building debris (e.g., burned
wood, concrete, septic tanks, etc.). The buried debris appears to be limited in areal extent, and most debris was
located within the first 4 to 5 feet below the ground surface (bgs).
Soils that were observed with potential environmental impact were sampled for TPH, VOCs, SVOCs and metals.
Analytical data indicated pockets of low concentrations of TPH-diesel impacted soils within a few of the test pit
excavations. The encountered soils and analytical results do not suggest any significant releases of petroleum
hydrocarbons to subsurface soils. No specific source of organic or inorganic constituents of concern were
encountered that would cause significant groundwater impacts.
Future site development activities (e.g., grading) will likely encounter areas of buried building debris and soils
impacted with a low concentrations of petroleum hydrocarbons (e.g., TPHdiesel). A soil management plan will be
necessary to segregate impacted soil and debris and address potential worker safety concerns.
Central Portion — Former AST Compound and Truck Scale Area
Soil data collected from the 35 soil borings advanced at the site in June and September 2017 identified no obvious
source of impacts to the subsurface. Low concentrations of petroleum hydrocarbon impacts and BTEX constituents
were detected in shallow soil matrix samples collected in the vicinity of SV -1, SV -2, and SV -19. These borings are
located northeast of the former AST enclosure and south of the former mill structures.
Soil vapor data indicate concentrations of BTEX constituents northeast of the former AST enclosure. These
concentrations are above California Human Health Screening Levels (CHHSLs) for residential properties which is
proposed for the site.
The specific source of the petroleum hydrocarbon noted on the subject property is unknown. However, based on
the data collected during this assessment, there appears to be a potential source (possibly a former UST) located
northeast of former AST enclosure and south of truck repair awning. The analytical data and observations of soil
conditions in this area indicate that remediation (e.g., source removal/excavation) will likely required prior to or
during site development activities.
An anomalous concentration of benzene was observed in one grab groundwater sample, SB -5, at concentrations
of 864 ug/L. In September 2017, a shallow soil/soil vapor boring (SV -7) in the vicinity of SB -5 was completed. No
field observations of soil impacts were noted in SV -7 and no soil vapor was detected in the vapor sample collected
5 feet bgs. Upgradient grab -groundwater sample SB -3 and downgradient groundwater results from MW -6 and
MW -7 detected no concentrations of benzene or other petroleum hydrocarbons constituents. Therefore, the impact
detected in the grab -groundwater sample from SB -5 appears to be very localized
Groundwater within the central area of the subject property is slightly impacted with low concentrations of 1,2 -DCA.
In June 2017, the highest concentrations of 1,2 -DCA were noted in grab -groundwater sample SB -6 at 18.1 pg/L
and in site monitoring well MW -5 at 17.4 pg/L. The analytical data indicates that the 1,2 -DCA impact is localized on
the subject property, with significantly reduced or non-detectable concentrations noted in downgradient wells MW -
4 and MW -6. Subsequent groundwater sampling of site monitoring wells in September 2017 indicated reduced
concentrations of 1,2 -DCA from the June 2017 data from wells MW -4 and MW -5, and no detected concentrations
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of Petaluma Corona Station Residential IS/MND
of 1,2 -DCA in MW -6. The detected 1,2 -DCA concentrations have been above the California MCL of 0.5pg/L.
However, detected 1,2- DCA concentrations from the downgradient monitoring wells in September 2017 were
generally at or below the vapor intrusion environmental screening level (ESL).
Constituents of concern (TPH, BTEX, and 1,2 -DCA) have been noted in groundwater beneath the site. The detected
concentrations of these constituents during the September 2017 groundwater sampling event are below California
MCLs for all VOCs other than 1,2 -DCA. The results do not suggest a need for an active remedial action program to
address groundwater impacts. Based on the data collected to date, two additional quarterly rounds of groundwater
monitoring are recommended to further assess groundwater concentrations.
The detected concentrations of 1,2 -DCA during the September 2017 groundwater monitoring event were on the
order of or below the ESL for vapor intrusion from shallow groundwater in a residential setting. The results of the
soil vapor survey confirm that vapor intrusion from underlying 1,2 -DCA impacted groundwater should not be an
issue for site redevelopment, as 1,2 -DCA was not detected in any of the 20 soil vapor samples collected during the
investigation.
Southern Portion — Undeveloped
The historical information reviewed for this investigation indicates no significant structural or industrial use of the
southern portion of the property. The primary historical use identified has been the relatively recent use of the
perimeter of this portion of the site for truck/trailer parking. Groundwater data did not indicate impacts at MW -7, the
southernmost monitoring well installed at the site. Shallow soil data on this portion of the site indicate surficial
impacts of shallow soils with petroleum hydrocarbons in the range of motor oil.
The history and data indicate no significant environmental concern on the southern portion of the property.
Therefore, this portion of the property does not require additional assessment. However, there remains a possibility
that future site development activities (e.g., grading) will encounter soils impacted with low concentrations of
petroleum hydrocarbon (e.g., TPH-motor oil). A soils management plan will be necessary to segregate impacted
soil and debris and address potential worker safety concerns.
EnviroStor and GeoTracker Database Search
A search of EnviroStor, showed no active cleanup sites within the project vicinity. A search of GeoTracker, showed
one closed "Cleanup Program Site" and one open "Cleanup Program Site" undergoing remediation as of December
29, 2017. Both records are associated with the subject property proposed for the Corona Station Residential Project.
320 Corona Road
One closed "Cleanup Program Site" is located at 320 Corona Road. The substances released/contaminants of
concern included: benzene, diesel, gasoline, other petroleum, toluene, xylene, dichloroethane (DCA), and total
petroleum hydrocarbons (TPH). Sources included AST, UST, piping, and former fuel islands, all of which were
formerly removed. Site investigations (including soil, soil vapor, and groundwater sampling activities) indicate that
this parcel was not impacted by petroleum hydrocarbon contamination and is suitable for unrestricted use. The case
was closed on November 6, 2018.
890 North McDowell Boulevard (Subject Property for Corona Station Residential)
One open "Cleanup Program Site" (Corona Station) is located at 890 North McDowell Boulevard; additional
addresses associated with the subject property include 320 Corona Road and 910 North McDowell Boulevard. The
property was previously used as a feed mill facility from at least the 1940s through the early 1980s. The mill
structures were destroyed by fire in the 1980s. The property has more recently been utilized by a wooden truss
construction company and for truck parking purposes. Truck fueling and minor truck maintenance operations have
also been conducted at the site. Site investigations indicated impacts from petroleum hydrocarbons and benzene,
toluene, ethylbenzene, and xylenes (BTEX) in shallow soil samples collected in the central portion of the site, in the
vicinity of a former above ground storage tank (AST) compound, fueling pump islands, and truck scale.
As part of ongoing remediation occurring at the subject property, the following documents have been prepared by
Pinnacle Environmental Inc. and submitted to the San Francisco Regional Water Quality Control Board (RWQCB):
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Resolution No. 2020-029 N.C.S. Page 56
Citv of Petaluma
Corona Station Residential IS/MND
• Soil Excavation Workplan — December 15, 2017
• Fourth Quarter 2017 Groundwater Monitoring Report — December 18, 2017
• First Quarter 2018 Groundwater Monitoring Report — March 30, 2018
• Second Quarter 2018 Groundwater Monitoring Report — March 30, 2018
• Soil Excavation Report — August 7, 2018
• Third Quarter 2018 Groundwater Monitoring Report — September 4, 2018
• Fourth Quarter 2018 Groundwater Monitoring Report — January 2, 2019
• Water Board Approval of Soil Vapor Assessment Work Plan — August 27, 2019
As stated in the Soil Excavation Report, soil excavation activities were conducted in June 2018 at the subject
property to remove on-site soils impacted with the constituents of concern to concentrations below residential
screening levels. A total of approximately 3,811 cubic yards of soil was excavated from the various excavations
across the site. Of this total, approximately 638 cubic yards of,soil was re -used on site based on analytical results
from confirmation soil samples and on observations of soil conditions. The remaining approximately 3,173 cubic
yards of excavated soil was transported offsite to Potrero Hills Landfill for use as daily cover material.
The RWQCB requested soil vapor confirmation sampling results and locations on September 6, 2018, in order to
move towards case closure. On August 27, 2019, the Water Board issued approval of the workplan for the soil
vapor assessment.
Summary of Clean Up Activities and Remediation Status
Due to past uses on the project site and known soil contamination, there have been a number of investigations,
remediation and cleanup activities over the past couple of years. Currently (September 2019), the Cleanup Status
remains "open," but case closure is expected towards the end of 2019. The soil vapor assessment, recently
completed, is a final action to verify effectiveness of the remediation efforts. A case closure report is currently in
process and is expected to be submitted to the Regional Water Quality Control Board in October 2019.14
Hazards/Hazardous Materials Impact Analysis
4.9 (a) (Routine Transport) Less Than Significant Impact: As a residential use, the project will not create a
significant hazard to the public or the environmental through the routine transport, use, or disposal of hazardous
materials. There are no elements of the residential project that require the routine transport, use or disposal of
hazardous materials. Activities onsite are limited to residential uses which do not typically require the use of
hazardous materials nor generate hazardous waste. As a residential development, common household cleaners,
solvents, and other products may be routinely used, which do not present a significant hazard to people or the
environment. The project also includes landscaping, which may involve application and storage of regulated
chemicals, fuels, and related products. Potentially hazardous materials such as common household products and
landscaping supplies may be transported to the project site in small quantities intended for consumer use.
Additionally, materials are required to be handled, transported and stored in manner that is in compliance with all
existing federal, state and local regulations. Therefore, impacts from the project due to routine transport of
hazardous materials and hazardous waste will be less than significant.
4.9 (b) (Upset and Accident Involving Release) Less Than Significant Impact with Mitigation: Site preparation
and construction activities will result in the temporary presence of potentially hazardous materials including, but not
limited to fuels and lubricants, paints, solvents, insulation, electrical wiring, and other construction related materials
onsite. Although these potentially hazardous materials may be present onsite during construction, the applicant is
required to comply with all existing federal, state and local safety regulations governing the transportation, use,
handling, storage and disposal of potentially hazardous materials. Once construction is complete there will not be
any ongoing use or generation of hazardous materials onsite.
As described above, multiple RECs were identified on the subject property. Although the above -ground buildings
were removed between May 9 and June 19, 2018, and contaminated soils were removed from the site in June
14 Personal communication with Peter Cloven, Pinnacle Environmental, Inc., September 23, 2019.
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of Petaluma Corona Station Residential IS/MND
2018,15 there is still a possibility that contaminated soils and groundwater may be encountered during construction
activities. The applicant is required to comply with all existing federal, state and local safety regulations governing
the transportation, use, handling, storage and disposal of potentially hazardous materials. Prior to the
commencement of site preparation, a Storm Water Pollution Prevention Plan (SWPPP) that includes Best
Management Practices (BMPs) will be prepared and implemented during all construction activities (see also Section
4.9 Hydrology and Water Quality). Additionally, the applicant shall prepare and implement a Risk Management Plan
and Health and Safety Plan as required by Mitigation Measure HAZ-1, which will ensure that any contaminated
soils and groundwater encountered are handled in a manner that precludes exposure of construction workers and
future residents to elevated concentrations of hazardous substances, including odors from those substances. With
implementation of Mitigation Measure HAZ-1, potential impacts associated with the release of hazardous materials
into the environment will be reduced to levels below significance.
4.9 (c) (Emit or Handle Hazardous Materials Within'/4 Mile of School) No Impact: The project site is not located
within a quarter mile of a school. The nearest school, Meadow Elementary School, is located approximately 0.4
mile east of the project site. As a residential land use, the project would not emit or handle hazardous materials
capable of impacting the school. Therefore, no impacts related to the emission or handling of hazardous, or acutely
hazardous materials, within one-quarter mile of an existing or proposed school are expected.
7.9(d) (Existing Hazardous Material Sites) Less Than Significant with Mitigation: The California Environmental
Protection Agency (CAL -EPA) annually updates the California Hazardous Waste and Substances Site List (also
known as the "Cortese List"). The Department of Toxic Substances Control (DTSC) compiles a record of sites to be
included on the list, which is then submitted to the CAL -EPA.
As part of the Phase I ESA, Pinnacle Environmental, Inc. conducted a database review of the project site. V Dolan
Trucking at 320 Corona Road is listed as a RCRA-non generator in March 1988. No specific hazardous materials
were noted for this tenant. No violations or releases were reported. Based on the limited information and lack of
reported release, this listing is not considered an REC.
Presently (September 2019), Geo -Tracker shows one closed "Cleanup Program Site" and one open "Cleanup
Program Site" undergoing remediation as of December 29, 2017 for the subject property As discussed above, the
project site has been undergoing remediation with oversight by the San Francisco Bay Water Board.16 Remediation
efforts are nearly complete with case closure expected to be granted towards the end of 2019. All environmental
screening levels to meet residential standards will be achieved prior to the Water Board issuing case closure
confirmation. Given the site's past contamination record and although case closure is expected to be granted, there
remain the potential that buried contamination may be encountered during construction activities. In order to ensure
that construction workers and future residents are fully protected Mitigation Measure HAZ-1, which requires the
preparation and implementation of a Risk Management and Health and Safety Plan, shall be implemented. Measure
HAZ-1 will ensure that the project will not create a significant hazard to the public or the environment by virtue of it
being located on an identified Cortese site. Therefore, potential impacts will be reduced to levels below significance.
4.9 (e) (Public Airport Land Use Plan) No Impact: The project is not located within the boundaries of an airport
land use plan or located in close proximity to a private airstrip; the nearest airport is the Petaluma Municipal Airport
located approximately 2 miles east of the project site. Therefore, no impacts associated with airport -related hazards
are expected.
4.9 (f) (Impair Emergency Response Plan) No Impact: The project would not impair implementation of, or
physically interfere with, an adopted emergency response plan or emergency evacuation plan. The project will not
alter any emergency response or evacuation routes. Site access adequately accommodates emergency vehicles
and provide connectivity to the existing circulation and street system. Therefore, the proposed Project will have no
impact on the emergency response plan or emergency evacuation plan.
4.9 (g) (Wildland Fire) Less Than Significant Impact: Wildland fires are of concern particularly in expansive areas
15 Soil Excavation Report, 890 North McDowell Boulevard and 320 Corona Road, prepared by Pinnacle Environmental, Inc.,
August 7, 2018.
16 Personal communication with David Tanouye, Engineering Geologist, Groundwater Protection Division, San Francisco Bay
Water Board, regarding Case # 4950044, October 11, 2019.
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of native vegetation of brush, woodland, grassland. The project site is categorized as a Non-VHFHZ by CAL FIRE
and surrounded by roadways and urban uses (Figure B-6 in Appendix B). Therefore, impacts related to the
exposure of people or structures to a significant risk of loss, injury or death involving wildland fires will be less than
significant.
Mitigation Measures:
HAZ-'I: Prepare and implement a Risk Management Plan and Health and Safety Plan that protects construction
workers and provides the procedures to properly manage contaminated soil and groundwater that may be
encountered during construction activities. The Plan shall address procedures for discovery of any known or
unknown features or environmental conditions that may be encountered during construction activities and
proper disposal methods for contaminated materials. The Plan shall include, but not be limited to the following
components:
• Verification of Compliance: Prior to issuance of a grading permit, the applicant shall submit for
review and approval by the City of Petaluma, written verification that the appropriate federal, state
or county oversight authorities, including but not limited to the RWQCB and/or the Sonoma County
Department of Health Services, have granted all required clearances and confirmed that all
applicable standards, regulations and conditions for all previous contamination at the project site.
• Soil management: Provide guidelines for identification and analysis of known (per Phase I ESA
and Phase II ESA prepared by Pinnacle Environmental, Inc.) and unknown environmental
conditions and define responsibilities for management of discovery of known and unknown features
or site conditions.
Groundwater management: Groundwater encountered during construction shall be contained
onsite in a secure and safe manner, prior to treatment and disposal, to ensure environmental and
health issues are resolved pursuant to applicable laws and policies of the City of Petaluma, the
RWQCB and/or Sonoma County Department of Health Services. Engineering controls shall be
utilized, which include impermeable barriers to prohibit groundwater and vapor intrusion into
buildings. Prohibit use of groundwater encountered during construction activities for dust control and
allow discharge of groundwater to surface waters only pursuant to a permit issued from applicable
regulatory agencies. All permit conditions must be satisfied prior to discharge.
• Health and Safety plan: Preparation and implementation of a site-specific Environmental Health
and Safety Plan by the general contractor to ensure that appropriate worker health and safety
measures are in place during construction activities. Elements of the plan must include all practices
and procedures necessary to comply with all new and existing Federal, California, and local statutes,
ordinances, or regulations regarding health and safety. Specific components of the Plan must
include the following:
o Identification of site hazards potential hazardous substances/materials that could be
encountered, including potential odors associated with hazardous substances/materials;
o Assignment of specific health and safety responsibilities for site work;
o Establishment of appropriate general work practices;
o Establishment of control zones and decontamination procedures;
o Job hazard analysis / hazard mitigation procedures;
o Required personal protective and related safety equipment; and
o Contingency and emergency information.
• Proper Removal of Buried Equipment: Any buried holding tanks including septic systems shall be
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properly decommissioned in accordance with applicable regulations established by the County of
Sonoma. Removal of underground tanks shall be immediately followed by backfill in accordance
with Engineering recommendations. Materials shall be properly disposed of at permitted facilities.
4.10 HYDROLOGY AND WATER QUALITY
Potentially Less ThanLessLess Than No
Would the project: Significant With Significant Impact
Impact Kmi*i—+;— Impact
a) Violate any water quality standards or waste discharge
requirements or otherwise substantially degrade surface or
❑
®
❑
❑
ground water quality?
b) Substantially decrease groundwater supplies or interfere
substantially with groundwater recharge such that the
❑
❑
®
❑
project may impede sustainable groundwater management
of the basin?
c) Substantially alter the existing drainage pattern on the site
or area, including through the alteration of the course of a
❑
❑
❑
❑
stream or river or through the addition of impervious
surfaces, in a manner which would:
i. result in substantial erosion or siltation on- or off-site;
❑
❑
®
❑
ii. substantially increase the rate or amount of surface
runoff in a manner which would result in flooding on-
❑
❑
®
❑
or offsite;
iii. create or contribute runoff water which would exceed
the capacity of existing or planned stormwater
❑
❑
®
❑
drainage systems or provide substantial additional
sources of polluted runoff; or
iv. impede or redirect flood flows?
❑
❑
®
❑
d) In flood hazard, tsunami, or seiche zones, risk release of
❑
®
❑
❑
pollutants due to project inundation?
e) Conflict with or obstruct implementation of a water quality
control plan or sustainable groundwater management
❑
❑
®
❑
plan?
Sources: City of Petaluma General Plan 2025 and EIR; Our Coast Our Future; Federal Emergency Management
Agency's
Flood Insurance Rate Map, Map Numbers 06097CO893F and 06097C0894F, December 19, 2014;
CSW/Struber-Stroeh
Engineering Group, Inc., Preliminary Hydrology Study, prepared November
30, 2018;
CSW/Struber-Stroeh
Engineering
Group, Inc., Preliminary Stormwater Control Plan, November 26, 2018; and Site Plans,
March 2019.
Hydrology and Water Quality Setting
Regulatory Setting
Section 402 of the Clean Water Act regulates the discharge of pollutants to waters of the U.S. Locally, this is
implemented through the National Pollution Discharge Elimination System (NPDES) General Permit. Requirements
apply to the project's construction activities (e.g., grading, grubbing, and other site disturbance). The City of
Petaluma collects Storm Drainage Impact Fees as a means of mitigating storm drainage impacts occurring as a
result of development. The City may accept payment of fees or the construction of on- or off-site detention areas,
based upon the type of project and amount of runoff generated, as calculated for a 100 -year storm. Fees collected
are used by the City for the acquisition, expansion, and development of storm drainage infrastructure.
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City of Petaluma Corona Station Residential IS/MND
New development, including the proposed Corona Station Residential Project, is required to mimic pre -developed
conditions, protect water quality, and retain runoff from impervious surfaces introduced onsite. Chapter 15.80 of the
City's Municipal Code regulates stormwater discharges. Grading and erosion control requirements are set forth in
Chapter 17.31 of the Municipal Code. Low Impact Development (LID) requirements establish limitations on the
stormwater runoff emanating from development sites.
Chapter 6 of the City's Implementing Zoning Ordinance (IZO) contains regulations for properties situated in
floodways and flood plains to minimize property damage from flood waters and safeguard public health, safety, and
general welfare. Section 6.011 of the IZO (Findings of Fact) states that:
"A. The flood hazard areas of the City of Petaluma are subject to periodic inundation which can result in loss
of life and property, health and safety hazards, disruption of commerce and governmental services,
extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which
adversely affect the public health, safety and general welfare.
B. These flood losses can be caused by the cumulative effect of obstructions in areas of special flood hazards
which increase flood heights and velocities, and when inadequately anchored, damage uses in other areas.
Uses that are inadequately flood proofed, elevated, or otherwise protected from flood damage also
contribute to the flood loss."
Section 6.013 of the IZO (Methods of Reducing Flood Losses) includes the following methods and provisions to
reduce flood losses in the City of Petaluma:
"A. Restricting or prohibiting uses which are dangerous to health, safety, and property due to water or erosion
hazards, or which result in damaging increases in erosion or flood heights or velocities;
B. Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against
flood damage at the time of initial construction;
C. Controlling the alteration of natural floodplains, stream channels, and natural protective barriers, which help
accommodate or channel flood waters;
D. Controlling filling, grading, dredging, and other development which may increase flood damage; and
E. Preventing or regulating the construction of flood barriers which will unnaturally divert flood waters or which
may increase flood hazards in other areas."
As described in Section 6.040 of the IZO, all areas within the boundaries of the "Area of Special Flood Hazard" but
outside the "Floodway" areas are zoned to the Flood Plain/Flood Prone Area — Combining District (FP -C). The FP-
C (Flood Plain — Combining District) applies to a majority of the subject property. Section 6.070(D) of the IZO
contains regulations related to residential construction within a FP -C zone, and states:
"New construction and substantial improvement of any residential structure permitted in FP -C (Flood Plain -
Combining) zones shall have the lowest habitable floor, including basement, elevated at least 12 inches above
the level of the base flood elevation or depth number specified on the FIRM (Flood Insurance Rate Map),
whichever applies to the area, unless otherwise restricted in Section 6.070(D2). Upon the completion of the
structure, the elevation of the lowest floor, including basement, shall be certified by a registered professional
engineer or surveyor, to be properly elevated. The datum for this elevation shall be as specified in this article.
Such certification or verification shall be provided to the Floodplain Administrator."
Review of Federal Emergency Management Agency's Flood Insurance Rate Map panels numbered 06097C0893F
and 06097C0894F, shows that a majority of the project site is located within Zone AE (Special Flood Hazard Area),
which is subject to 100 -year flooding with base flood elevations between 32 and 35 feet. Other portions of the site
are located within Zone X, which is subject to 0.2 percent annual chance of a flood hazard, or 500 -year flood (Figure
B-7 in Appendix B).
Existing Conditions
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City of Petaluma Corona Station Residential IS/MND
The terrain of the project site is flat with a 0.5% slope across the property, with higher elevations in the north and
lower elevations in the south. The project site currently lacks formal storm drain infrastructure and stormwater sheet
flows from the site.
Approximately 0.17 acre of the site drains to the east into the ditch within the railroad right-of-way and running
parallel to the railroad. The railroad ditch flows to the south into Corona Creek. Approximately 0.82 acre of the site
drains to the curb and gutter in Corona Road and is intercepted by the storm drain system in Corona Road. This
system discharges into a drainage ditch on the opposite side of Corona Road from the project site. After passing
under North McDowell Boulevard through a culvert, the drainage ditch continues to the southwest along Corona
Road. At Highway 101, runoff from the drainage ditch is intercepted by an underground storm drain system which
conveys and discharges runoff into the Petaluma River on the north side of Corona Road.
Runoff from the remainder of the site is intercepted by a storm drain system in North McDowell Boulevard which
flows south along North McDowell Boulevard and discharges into a culvert. After exiting the culvert under North
McDowell Boulevard, Corona Creek daylights and flows through open channels to the eastern edge of Highway
101 where it is intercepted and then conveyed by culvert to the west side of Highway 101. After being discharged
to the west side of Highway 101, Corona Creek continues as an open channel until it discharges into the Petaluma
River.
Groundwater was encountered at approximately 8 to 10 feet below the ground surface. A review of onsite monitoring
well data indicated groundwater was measured at the site between 6.5 and 7.5 feet below the existing site surface. 17
Hydrology and Water Quality Impact Analysis
4.10 (a) (Water Quality Standards) Less Than Significant Impact with Mitigation: The mandatory requirements
of the NPDES General Permit apply to the project's construction and post -construction stormwater discharges. Prior
to construction, the project applicant is required to file for coverage under the State Water Resources Control Board
(SWRCB), Order No. 99-08—DWQ, NPDES General Permit No. CAS000002 for Discharges of Storm Water Runoff
Associated with Construction Activity (General Permit). Petaluma is also covered under the Phase II Small MS4
general permit dated July 1, 2014, Order # 2013-001 DWQ for post construction water regulations.
Mandatory requirements cover construction activities including, but not limited to, clearing, grading, excavation,
stockpiling, and reconstruction of existing facilities involving removal and replacement of impervious surfaces (e.g.,
asphalt). Compliance is initiated through submittal of a Notice of Intent (NOI) to the State Water Resources Control
Board (SWRCB) and carried out through a Storm Water Pollution Prevention Plan (SWPPP). The SWPPP contains
a site map, existing and proposed buildings, lots, roadways, storm water collection and discharge points, general
topography both before and after construction, and drainage patterns across the site. The SWPPP must also identify
Best Management Practices (BMPs) to protect storm water runoff.
The NPDES General Permit also includes performance standards for post -construction that are consistent with
State Water Board Resolution No. 2005-0006, "Resolution Adopting the Concept of Sustainability as a Core Value
for State Water Board Programs and Directing Its Incorporation," and 2008-0030, "Requiring Sustainable Water
Resources Management." In short, standards require all construction sites to match pre -project hydrology to ensure
that the physical and biological integrity of aquatic ecosystems are sustained. This "runoff reduction" approach is
analogous in principle to Low Impact Development (LID) and serves to protect related watersheds and water bodies
from both hydrologic -based and pollution impacts associated with post -construction conditions.
As described in the Project's Preliminary Hydrology Study and Stormwater Control Plan (Appendix G), under
proposed conditions, runoff from the majority of the impervious areas on site, including roofs and paved areas, will
be routed to landscaped and bio -retention areas throughout the site, allowing for pre-treatment and retention, prior
to being discharged to new storm drains within the project site, and conveyed to the existing storm drain system in
North McDowell Boulevard. With implementation of water quality control and wastewater discharge standards,
including as they may be refined under the mandatory provisions of the NPDES General Permit, along with the
17 Geotechnical Investigation, prepared by Stevens, Ferrone & Bailey, Engineering Company, Inc., August 28, 2018.
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SWPPP, the subject project will have less than significant impacts relative to water quality standards or the
degradation of surface or groundwater quality.
According to the Soil Investigation Report, groundwater was encountered at approximately 8 to 10 feet below the
ground surface. As such, ground disturbance has the potential to encounter groundwater and may require
dewatering during construction activities. As discussed in Section 4.9 Hazards/Hazardous Materials, contaminated
groundwater may be encountered during construction activities. The discharge of construction dewatering could
result in increased sediment loads and other pollutants to the storm drain system, which could impact water quality
if not properly controlled. Accordingly, Mitigation Measure HAZ-1 requires that the discharge of groundwater to
surface waters shall only be allowed pursuant to a permit issued from applicable regulatory agencies. All permit
conditions must be satisfied prior to discharge. With implementation of a SWPPP and Mitigation Measure HAZ-1,
potential impacts to water quality including dewatering activities, are reduced to levels below significance.
4.10 (b) (Groundwater Supply and Recharge) Less Than Significant Impact: The City of Petaluma has
historically used surface water, groundwater, and recycled water supplies to meet customer demands. The near-
term supply strategy of the 2015 Urban Water Management Plan (UWMP) relies on surface water from the Sonoma
County Water Agency (SCWA) and recycled water from the City's Ellis Creek water recycling facility. Groundwater
is identified as a backup water supply source through the year 2040.
The City of Petaluma does not rely on groundwater as a significant portion of supply due to specific yield and water
quality limitations. Since 2000, groundwater has only been used for peak water demand needs or to minimize short-
term supply cost impacts to customer rates. For example, in 2010, only six (6) of the existing twelve (12) active
wells were used for production. Many of the groundwater wells are inactive due to low yields, poor water quality, or
deteriorating well conditions. The active wells range in production from approximately 100 gallons per minute (GPM)
to 1,063 GPM.
From 2004 to 2006, the City of Petaluma reduced its groundwater use to zero. However, groundwater use was
increased in 2007 and 2008 due to a temporary surface water supply shortage from SCWA financial operational
constraints. Between 2011 and 2015 groundwater was used to supplement other water supplies sources. The 2015
UWMP states that the City of Petaluma intends to only use groundwater in the future as emergency backup supply,
to meet peak demands, or other short-term scenarios.
Water demand from the subject project is accounted for in the General Plan EIR and water demand projections of
the 2015 UWMP. All development onsite will be subject to the latest standards for water conservation and water
use efficiency including indoor and outdoor water use.
Based on the above, and in accordance with the 2015 UWMP, the City of Petaluma has adequate water supply
resources to accommodate development of the project without depleting, degrading or altering groundwater
supplies or interfering substantially with groundwater recharge. The project would not result in the lowering of the
aquifer or the local groundwater table. The project's water demands are consistent with water demands evaluated
in the 2015 UWMP, which found sufficient water supplies are available to meet existing and future development
within the UGB. Groundwater reserves will not be depleted due to the proposed development. Therefore, potential
impacts to groundwater will be less than significant.
4.10 (c.i-iii) (Drainage Pattern — erosion, surface runoff) Less Than Significant Impact: The project would not
alter the course of a stream or river. The project is adjacent to Corona Creek. However, the proposed buildings
closest to Corona Creek will be set back approximately 60 to 64 feet from the top of bank. Drainage from the site
flows from the northeast corner, near Corona Road, toward the southeast corner of the site, near North McDowell
Boulevard and Corona Creek. The site is mostly covered with compacted soil and aggregate and limited vegetative
cover. Stormwater runoff sheet flows across the site towards North McDowell Boulevard and over the sidewalk into
the adjacent curb and gutter and into the municipal storm drain system.
The project proposes redevelopment of the site, which contains approximately 184,346 square feet of impervious
surfaces under existing conditions. The total post -project impervious surface area will be approximately
90,008 square feet. As previously stated, the stormwater from the new buildings and other impervious surfaces
would be collected and routed to landscaped and bio -retention areas throughout the site, allowing for treatment and
retention. The bio -retention areas are designed to remove sediment from surface flows thereby preventing erosion
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City of Petaluma Corona Station Residential IS/MND
and siltation from entering water ways. Stormwater drain from bioretention basins via new onsite storm drains and
conveys flows to the existing storm drain system in North McDowell Boulevard.
With the new storm drain systems, landscaped areas, and bio -retention areas onsite, the proposed project will not
contribute surface runoff water that: 1) results in substantial erosion or siltation on- or off-site; 2) exceeds the
capacity of the existing storm drain system; 3) results in flooding on -or offsite; or 4) provides substantial additional
sources of polluted water. Thus, impacts to drainage, erosion, and runoff would be less than significant.
4.10 (c.iv) (Drainage Pattern — impede or redirect flood flows) Less Than Significant Impact: A majority of the
project site is located within Zone AE (Special Flood Hazard Area), which is subject to flooding during a 100 -year
storm event with base flood elevations between 32 and 35 feet. Other portions of the site are located within Zone
X, which is subject to 0.2 percent annual chance of a flood hazard, or 500 -year flood (Figure B-7 in Appendix B).
The proposed project will alter the current sheet flow drainage pattern through the addition of structures, roads, and
other impervious surfaces that could impede or redirect flood flows. However, redevelopment of the site would
reduce impervious surfaces by 94,338 square feet (184,346 minus 90,008) and includes new stormdrain
infrastructure onsite, and landscaped and bio -retention areas, which would accommodate any redirected flood
flows. Further, as discussed under 4.10 (c.iii), peak flow rates for the 10- and 100 -year storm recurrence intervals
can remain at or below pre -project conditions, through project design. Therefore, the project will not substantially
impede or redirect flood flows and impacts will be less than significant.
4.10 (d) (Flood Hazard, Tsunami, Seiche Zones) Less Than Significant Impact with Mitigation: The project
site is located in a flood hazard area subject to inundation under the 100 -year storm event. As such, the project will
introduce people, structures, property, and other infrastructure into a flood hazard area.
Per Section 6.070(D) of the IZO, new residential structures permitted in FP -C (Flood Plain -Combining) zones shall
have the lowest habitable floor, including basement, elevated at least 12 inches (1 foot) above the level of the base
flood elevation (32 and 35 feet) or depth number specified on the FIRM. As shown in the Preliminary Grading and
Drainage Plan (sheet C3.1 and C3.2), the buildings located within areas subject to 100 -year flooding would have
finished floor elevations ranging from 34 to 36 feet, which would meet the City's requirements (Section 6.070(D) of
the IZO). Nonetheless, to ensure compliance with the City's requirements in Section 6.070(D) of the IZO, Mitigation
Measure HYDRO -1 shall be implemented, which requires that a registered professional engineer or surveyor,
certify that the finished floor elevated are sufficiently elevated from the base flood level. Compliance with Section
6.070(D) of the IZO and implementation of HYDRO -1, reduces potential impacts due to flood hazard to levels below
significance.
The project site is not located within a tsunami or seiche zone. Therefore, the project site will have no impacts
regarding inundation by tsunami or seiche.
4.10 (e) (Conflict with Water Quality Control or Sustainable Groundwater Management Plans) Less than
Significant Impact: The project will not conflict with a water quality control plan or a sustainable groundwater
management plan. As described above, the project includes landscaped and bio -retention areas that will minimize
runoff, reduce sedimentation and protect water quality. Additionally, mitigation measures set forth herein further
provide for protection of water quality during construction and at operation. The City of Petaluma is in the process
of developing a Groundwater Sustainability Plan, which must be prepared by 2022 in accordance with the
Sustainable Groundwater Management Act (SGMA). As no Groundwater Management Plan has been developed,
the project will not result any conflicts to such a plan. Therefore, potential impacts will be less than significant.
Mitigation Measures:
HYDRO -1: Following construction of the residential buildings within the FP -C (Flood Plain — Combining District),
and prior to occupancy, the elevation of the lowest floor, including basement, shall be certified by a
registered professional engineer or surveyor, to be properly elevated. Such certification or verification
shall be provided to the Floodplain Administrator. As determined to be appropriate by the Floodplain
Administered, the following standards may also be required:
1. All new improvements shall be anchored to present flotation, collapse, or lateral movement.
2. All new improvements shall be constructed with materials and utility equipment resistant to flood
damage and using methods and practices to minimize flood damage.
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Corona Station Residential IS/MND
3. All electrical, heating, air conditioning, ventilation, and plumbing shall be designed and located to
prevent water from entering or accumulating within components during flooding.
4. All new construction and improvements shall insure that fully enclosed areas below the lowest floor
that are subject to flooding be designed to automatically equalize hydrostatic flood forces on exterior
walls by allowing for the entry and exit of flood waters. A minimum of two opening not less than one
square inch for every square foot of enclosed area shall be provided.
4.11 LAND USE AND PLANNING
Would the project:
Potentially
Significant
Impact
Less Than
Significant Less Than
with Significant
w
Mitigation Impact
No
Impact
a) Physically divide an established community?
❑
❑ ❑
b) Cause a significant environmental impact due to a conflict
with any land use plan, policy, or regulation adopted for the
❑
❑ ®
❑
purpose of avoiding or mitigating an environmental effect?
Sources: City of Petaluma General Plan 2025 and EIR; EIR Figure 3.1-2 Planning Subareas
Plan; General Plan Figure i-4
Specific and Area Plans and Redevelopment Area; and City of Petaluma Implementing
Zoning Ordinance (IZO).
Land Use Setting
The City's land uses within the Urban Growth Boundary include residential, commercial, industrial, agricultural,
open space and public lands. Approximately 44% of land within the UGB is designated for residential development
with 40% of the existing residential development consisting of single family residential. Approximately 0.8% of the
UGB lands are designated for commercial use. The 2025 General Plan proposes commercial/retail development
that would increase the existing development by 2.87 million square feet relative to 2005 conditions. At buildout,
commercial/retail uses are expected to total 7.06 million square feet, accounting for approximately 3% of the land
uses.
The project site is located within the UGB, City limits, and the General Plan's North McDowell Boulevard subarea
which consists of a mix of a commercial, industrial, business park complexes (featuring office and light industrial
uses), mobile home parks, and one apartment complex. The project site exhibits a General Plan land use
designation of Mixed Use (Figure 3: General Plan Land Use) and zoned MU -1 B (Mixed Use 1 B), as shown in
Figure 4: Zoning.
Portions of the project site are within the 100 -year flood hazard zone and has the overlay land use designation of
FP -C (Flood Plain -Combining District), as defined by Section 6.040 of the IZO. This portion of the site is subject to
the applicable policies and provisions of Chapter 6 of the City's IZO pertaining to floodplains.
Land uses adjacent to the subject property are designated as High Density Residential, Medium Density
Residential, Mobile Homes, Mixed Use, Open Space (Corona Creek), and Public/Semi-Public. The SMART rail
corridor abuts the site's northern boundary.
Land Use Impact Analysis
4.11 (a) (Divide an Established Community) No Impact: The project proposes the development of 110 residential
units on an underutilized lot within the Corona/Eli Specific Plan (CESP), the North McDowell Boulevard subarea of
the General Plan, and the City's Station Area Master Plan. The project is considered infill development in that it is
surrounded by existing urban (residential, commercial, and industrial) land uses on all sides and is generally similar
in scale and density to the surrounding development within the UGB.
Division of an established community typically occurs when a new physical feature, in the form of an interstate or
railroad, physically transects an area, thereby removing mobility and access within an established community. The
division of an established community can also occur through the removal of an existing road or pathway, which
would reduce or remove access between a community and outlying areas.
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The project is consistent with the established character of the surrounding area; is similar in scale and density to
the residential development currently being constructed north of the project site (Brody Ranch); and is located
adjacent to the planned Petaluma North (Corona) Station. As such, the project is not expected to divide an
established community. Rather the proposed Corona Station Residential project will act as an extension of and
reinforce the already established character and spatial organization that defines the subarea/CESP and its
components. Therefore, the project will have no impacts due to physically dividing an established community.
4.11 (b) (Land Use Plan, Policy, Regulation Conflict) Less Than Significant Impact: The project is generally
consistent with the Mixed -Use land use designation of the site in that it introduces a mix of housing products. The
project includes a zoning text amendment for MU -1B in areas proximate to the SMART corridor, to allow single-
family dwellings with a use permit. Currently, the MU -1 B zone does not allow for single-family development, and
allowance of multi -family development as a conditionally permitted use was recently added pursuant to Petaluma
City Ordinance 2655 effective June 4, 2018. Ordinance 2655 amended the Implementing Zoning Ordinance (IZO)
to more closely align with the General Plan's definition of Mixed Use that calls for a "robust combination of uses,
including retail, residential, service commercial, and/or offices" while allowing for future discretionary review to
determine suitability on a project by project basis. With approval of the proposed zoning text amendment, to allow
single-family dwellings within the MU -1 B district where proximate to SMART, and a conditional use permit to allow
single-family dwellings, the project would conform to the City's Land Use and zoning regulations.
The project site is identified as Site #3 on the City of Petaluma Residential Land Inventory Opportunity Sites,
Appendix E to the City of Petaluma 2015-2023 Housing Element, prepared December 2014. As described in the
Housing Element, the Mixed -Use classification allows a density of up to 30 dwelling units per acre. The proposed
Corona Station Residential project consists of 110 dwelling units within the net developable area (-4.25 acres), for
a density of approximately 26 dwelling units per acre. As such, the proposed project is within the established density
for the Mixed -Use General Plan land use designation.
The project site is located within the North McDowell Boulevard subarea and generally meets the intent of Policy 2-
P-90 by creating a remainder parcel to be sold to SMART which would advance the goal of creating a transit station
and by introducing high-density housing adjacent to the transit corridor. Further, the project fulfills Goal 2-G-14 by
enhancing the function and aesthetic value of North McDowell Boulevard. The project supports Policy 2-P-88 in
that it provides enhanced pedestrian and bicycle facilities to connect commercial uses to residential clusters. Last,
as depicted in the Preliminary Landscape Plan, the project proposes drought tolerant vegetation and introduce new
shade trees, thereby complying with Policy 2-P-94. Therefore, the project is consistent with the goals and policies
within the North McDowell Boulevard subarea section of the General Plan.
General Plan Goal 4-P-1 strives to protect and enhance the Petaluma River and its tributaries. Policy 4-P-1 D
requires setbacks for all tributaries to the Petaluma River to extend a minimum of 50 feet outward from top of each
bank; development shall not occur within this setback. The proposed new buildings nearest to Corona Creek will
be set back approximately 60 to 64 feet from the top of bank. As such, the project is consistent with the General
Plan regarding creek setbacks.
The subject project site is located within the Petaluma Station Area Master Plan and is adjacent to the planned
Petaluma North (Corona) Station. The proposed project includes residential uses, a bus stop, a joint sidewalk and
Class I bicycle facility along the site's frontage to North McDowell Boulevard, internal pedestrian paths throughout
the site, and connections to the planned Petaluma North (Corona) Station and multi -use pathway. Furthermore, the
project is conditioned to install a High Intensity Activated Crosswalk (HAWK) across North McDowell Boulevard
proximate to the entryway of the existing Youngstown Mobile Home Park, consistent with Recommendation #6
(Access and Connectivity Enhancements) set forth in the Petaluma Station Area Master Plan. As such, the project
supports the primary objectives of the Plan, which are to guide development that will support transit ridership and
improve non -motorized connectivity between the station site and existing adjacent commercial, employment and
residential areas.
The City's Bicycle and Pedestrian Plan identifies an existing Class II Bike facility (on -street, striped) along the
frontage of the subject property on North McDowell Boulevard. The project proposes to construct a Class I — Off
Street facility along the site frontage to North McDowell Boulevard. The Class I facility provide a grade separated
path serving both bicycles and pedestrian. The Class I facility would be separated from North McDowell Boulevard
by the edge of street curb and a narrow planting strip. As proposed the Class I facility would be approximately 10
feet in width and would connect to the existing 4 -foot -wide sidewalks along North McDowell Boulevard to the east,
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and along Corona Road to the north.
Corona Station Residential IS/MND
The City's Bicycle and Pedestrian Plan also identifies a proposed Class I Bike facility (off-street pathway that may
be shared with pedestrians) between the project site boundary and the SMART rail line. The Multi -Use Path (MUP)
is identified as Recommendation #2 in the Petaluma Station Area Master Plan. SMART is currently constructing
portions of the MUP on the south side of Highway 101. The proposed project is designed to provide connections
through the site to access the MUP once constructed. Additionally, the project would provide two inverted "U"
bicycle racks per courtyard to accommodate bicycles parking, as well as bike hooks in each garage. Therefore, the
project is consistent with the City's Bicycle and Pedestrian Plan and does not present any conflicts that would result
in an environmental impact.
Per Section 6.070(D) of the IZO, new residential structures permitted in FP -C (Flood Plain -Combining) zones shall
have the lowest habitable floor, including basement, elevated at least 12 inches (1 foot) above the level of the base
flood elevation (32 to 35 feet) or depth number specified on the FIRM. As shown in the Preliminary Grading and
Drainage Plan (sheets C3.1 and C3.2), the finished floor elevations for all onsite residences range from 34 to 36
feet, which meet the minimum elevation requirement. Furthermore, the project is required to comply with all
provisions of the IZO relating to the FP -C zone. As such, the project does not introduce a conflict with Section
6.070(D) of the IZO.
Other potential conflicts with City land use regulations are discussed within other sections of this IS/MND
(Aesthetics, Air Quality, Biological Resources, Energy, Geology and Soils, Greenhouse Gas Emissions, Hydrology
and Water Quality, Noise, and Transportation). Mitigation measures to avoid or minimize potential conflicts with City
land use regulations are identified therein. Therefore, environmental impacts due to a conflict with City land use
regulations will be less than significant.
Mitigation Measures: None required beyond those identified in the Aesthetics, Air Quality, Biological Resources,
Energy, Geology and Soils, Greenhouse Gas Emissions, Hydrology and Water Quality, Noise, and Transportation
sections.
4.12 MINERAL RESOURCES
Would the project:
Potentially
Significant
Impact
Less Than
With
Mitigation
LessLess Than
Significant
Impact
No
Impact
a) Result in the loss of availability of a known mineral
resource that would be of value to the region and the
❑
❑
❑
residents of the state?
b) Result in the loss of availability of a locally -important
mineral resource recovery site delineated on a local
❑
❑
❑
general plan, specific plan or other land use plan?
Sources: City of Petaluma General Plan 2025 and EIR.
4.12 (a -b) (Mineral Resources or Plan) No Impact: There are no known mineral resources within the UGB. The
project site has not been delineated as a locally important resource recovery site. It is not expected that the project
will result in the loss of availability of a known mineral resources, including those designated as "locally important."
Therefore, the proposed project will have no impacts to mineral resources.
Mitigation Measures: None required.
4.13 NOISE
Potentially Less ThanLessLess Than No
Would the project result in: Significant With Significant Impact
Impact Mitigation Impact
a) Generation of a substantial temporary or permanent ❑ ® ❑ ❑
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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?
Corona Station Residential IS/MND
b) Generation of excessive groundborne vibration or E] El ® El
groundborne noise levels?
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 two miles of a public E] El El
airport or public use airport, would the project expose
people residing or working in the project area to
excessive noise levels?
Sources: City of Petaluma General Plan 2025 and EIR; City of Petaluma Implementing Zoning Ordinance (IZO);
Environmental Noise Assessment, prepared by Illingworth & Rodkin, July 21, 2018; and Traffic Impact Study, prepared
by W -Trans July 2, 2019.
Noise Setting
Noise is generally defined as unwanted sound. It is characterized by various parameters that include the rate of
oscillation of sound waves (frequency), the speed of propagation, and the pressure level or energy content
(amplitude). The sound pressure level is the most common descriptor used to characterize the loudness of an
ambient (existing) sound level. The decibel (dB) scale is used to quantify sound intensity, given that the human ear
is not equally sensitive to all frequencies in the entire spectrum, noise measurements are weighted more heavily
for frequencies to which humans are sensitive in a process called "A -weighting," written as "dBA" and referred to
as "A -weighted decibels". In general, human sound perception is such that a change in sound level of 1 dB cannot
typically be perceived by the human ear, a change of 3 dB is just noticeable, a change of 5 dB is clearly noticeable,
and a change of 10 dB is perceived as doubling the sound level.
The City of Petaluma regulates the noise environment through Section 21.040 of the Implementing Zoning
Ordinance (IZO). The IZO stipulates an hourly average level of 60 dBA as the maximum that may be generated
from one land use that may affect another land use; the allowable levels are adjusted to account for the ambient
noise levels and in no case shall the maximum allowed noise level exceed 75 dBA after adjustments are made.
The 2025 General Plan provides policies to protect the health and welfare of the community from undesirable noise
levels. Figure 10-2 of the General Plan shows the Land Use Compatibility Standards for various land uses and
provides the relative acceptability level. Single-family residential land uses are considered normally acceptable in
a noise environment up to 60 dB (Ldn or CNEL) and conditionally acceptable up to 70dB (Ldn or CNEL) The Noise
Contours Figure 10-1 indicates that noise levels at the site are projected to be 65 dB CNEL at General Plan build
out, therefore the proposed residential project is considered conditionally acceptable.
Noise Conditions: Project Site
The existing noise environment at the project site is primarily caused by vehicular traffic on North McDowell
Boulevard and rail trips along the North-West Pacific Railroad (NWPRR) line, operated by Sonoma Marin Area Rail
Transit (SMART). It should be noted that SMART operations which pass by the site are within a quiet zone, and
therefore the train horn is not routinely sounded in this area. Other noise contributing sources near the project site
include day to day operation of nearby residential uses, construction at the nearby Brody Ranch development, and
overhead air traffic. A project level Noise Assessment was prepared for the subject project (Appendix H). Noise
monitoring survey was conducted between 11:00 a.m. on Friday, July 13, 2018 and 2:00 p.m. on Monday, July 16,
2018. The survey was conducted to quantify the existing noise environment at the project site, and included two
long-term noise measurements, and one short-term measurement. One long-term noise measurement location was
positioned adjacent to the SMART rail line (LT -1) and the other along North McDowell Boulevard (LT -2). The short-
term noise measurement location was also positioned along North McDowell Boulevard (ST -1) (See Figure 1 in
Appendix H for noise measurement locations). Results of the noise survey are shown in Table 10.
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Corona Station Residential IS/MND
Noise Measurement Location
Lmax
L(1)
L(10)
L(50)
L(90)
Leq
CNEL
ST -1: Approximately 65 feet from the
74
72
70
66
60
67
701
centerline of N. McDowell Blvd.
LT -1: Approximately 250 feet from the
50
59
58
56
54
56
61
centerline of N. McDowell Blvd.
LT -2: Approximately 40 feet from the
81
79
76
72
65
73
74
centerline of N. McDowell Blvd.
Source: Environmental Noise Assessment, Illingworth & Rodkin, June 15, 2018.
The Ldn at ST -1 is approximated by correlation to the corresponding measurement at LT -1 and LT -2
Noise Impact Analysis
4.13 (a) (Noise Standards) Less Than Significant Impact with Mitigation:
Construction Noise
The City's Noise Ordinance establishes standards to minimize the temporary noise impacts associated with
construction, such as limitations on the time of day and day of the week when construction activities are acceptable.
Construction of the project would result in temporary noise disturbances that could potentially impact nearby
sensitive receptors due to the site's proximity to surrounding residential development. Noise impacts resulting from
construction of the project depend upon noise generated by various types of construction equipment, the timing
and duration of noise -generating activities, and the distance between construction noise sources and sensitive
receptors. Construction noise impacts primarily result when construction activities occur during noise -sensitive
times of day such as early morning, evening, or nighttime hours, when the construction occurs in areas immediately
adjoining noise -sensitive land uses, or when construction occurs over extended periods of time.
Construction of the proposed project would result in temporary and intermittent noise increases onsite and in the
project vicinity from the use of heavy equipment, truck deliveries and off -haul of materials. Construction noise
associated with the proposed project would be perceptible to established uses in the immediate vicinity.
Construction of the proposed project is anticipated to occur over a 15 -month period and would commence with site
preparation and grading activities, which will include removal of gravel surfaces and grubbing to remove vegetation
and trees.
Construction equipment expected to be utilized includes tractors, backhoes, haul trucks, graders, pavers, cranes,
water trucks and other heavy-duty construction equipment. Most demolition and construction equipment generate
noise in the range of 80 to 90 dBA at a distance of 50 feet from the source. The nearest noise sensitive uses
(existing residences) are located 130 feet south of the closest project construction activities, on the south side of
North McDowell Boulevard. At this distance, noise resulting from typical construction activities would reach 79 dBA.
Noise levels would drop off at a rate of 6 dBA per doubling of distance between the noise source and receptor.
Therefore, nearby sensitive receptors will be intermittently exposed to high levels of noise during periods of nearby
construction.
Although nearby residents will be exposed to elevated noise levels from construction, exposure is intermittent and
temporary and will cease once construction is complete. At a minimum, the project is required to adhere to the
standards set forth in Section 21.040.A.3.a of the City's Implementing Zoning Ordinance. Given the site's proximity
to existing residents, Mitigation Measures N0I-1, which requires use of standard noise controls shall be
implemented. Implementation of NOI-1 will reduce the project's impact related to noise generated by temporary
construction activities to less than significant levels.
Permanent Increase in Ambient Noise Levels
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At operation, the proposed project would contribute to the ambient noise environment from occupation of the
residential units as well as additional vehicles traveling on roadways. Noise resulting from occupation of the project by
residents will generate noise typically associated with residential areas such as people talking, dogs barking, children
playing, and home maintenance activities. Noise generated by the project will be compatible with surrounding uses
and therefore will result in a less than significant impact with regard to operational noise.
Traffic noise generated by the project would have a significant impact if it would substantially increase noise levels
at sensitive receptors in the vicinity. A substantial increase would occur if traffic resulting from the project would
increase noise levels by 4 dBA CNEL or greater. To increase the noise along area roadways by 4 dBA or greater,
the project would have to double the current traffic volumes. Using the trip generation rates identified in the Traffic
Impact Study prepared by W -Trans, as well as the revised project scope which includes construction of 110 single-
family dwellings, the project is expected to generate 986 new trips per day, of which 77 are expected to occur during
the a.m. peak hour and 103 during the p.m. peak hour. Given the size of the project and the current amount of traffic
on nearby roadways (19,758 average daily trips (ADT) on North McDowell Boulevard and 13,164 ADT on Corona
Road), the project is not expected to generate an increase in traffic approaching or doubling the existing amount.
Therefore, the increase in traffic noise generated by the project would be below the noise significance criteria for
permanent noise increases. As such, the project's contribution to the existing ambient noise levels from increased
traffic would result in a less than significant impact.
Noise and Land Use General Plan Consistency of Proposed Sensitive Uses
At operation, the proposed project would introduce new residents, which are considered sensitive noise receptors, to
the subject property, which is located adjacent to linear noise sources (SMART corridor, Corona Road, and North
McDowell Boulevard). Exposure of project residents to existing noise levels is not considered an environmental impact
because ambient noise levels are not caused by the project, but rather are a product of the existing environment and
current condition. Exposure of new residents to elevated community noise levels is provided for informational purposes
to determine land use compatibility.
The future noise environment at the project site due to external sources including vehicular traffic on North McDowell
Boulevard and trains have the potential to expose residents to noise levels identified in the General Plan as
"conditionally acceptable" and "normally unacceptable".
Private outdoor areas of residence located directly adjacent to North McDowell Boulevard would be exposed to noise
levels of up to 71 dBA CNEL, whereas City standards identify 60 dBA or below as the threshold for residential uses.
To maintain compatibility with the City's General Plan, Recommendation N0I-2 is provided, which identifies a noise
barrier to protect private outdoor spaces and ensure that future residents are not exposed to noise levels that exceed
City standards. Per the site plan, acoustical fencing and gates are depicted demonstrating compliance with this
recommendation.
The City of Petaluma requires interior noise levels for new residential uses to be 45 dBA CNEL or less. Typical
construction, with windows partially open, are approximately 15 dBA less than exterior noise levels. With windows
closed, typical construction provides a decrease from exterior noise levels of approximately 20 — 25 dBA. As described
previously, residential units adjacent to or with a direct line of sight to North McDowell Boulevard will be exposed to
exterior noise levels of 71 dBA. Considering the exterior to interior noise reduction provided by typical construction,
residential units would be exposed to noise levels between 46 to 56 dBA with windows closed and open, respectively.
Recommendation N0I-3 provides for sound rated windows, doors and construction methods to achieve exterior to
interior noise attenuation.
The SMART train currently operates seven days per week and includes 17 weekday a.m. and p.m. trips occurring
between 4:20 a.m. and 9:45 p.m. and on weekends, 10 trips occurring between 10:15 a.m. and 10:00 p.m. As shown
in Table 10, above, long-term noise measurement location LT -1 was used to capture noise generated by operation of
the SMART train. The analysis found that Lmax noise levels reached 81 dBA, whereas the CNEL noise levels for this
measurement location were 61 dBA. Future operation of the SMART train adjacent to the project site anticipates a
new station, which would increase the amount of time each train spends in close proximity to the site. However, the
speed of the trains passing the project site would decrease which would in turn decrease the maximum noise level
produced by passing trains. It is anticipated that the average noise level would have negligible or no net change from
existing conditions. Recommendation N0I-4 will reduce interior noise levels of residences located adjacent to the rail
line to less than the recommended 55 dBA Lmax for interior residential environments. The project would not introduce
a potential conflict due to siting new sensitive receptors in an area with elevated noise levels.
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4.13 (b) (Groundborne Vibration and Noise) Less Than Significant Impact: Construction activities would include
site preparation work such as grading and the installation of utilities, foundation work, and new building framing.
Construction techniques that generate the highest vibration levels, such as impact or vibratory pile driving, are not
anticipated to be used in the construction of the project. Construction activities would generally occur at distances
of 200 feet or more from the nearest residential units, however, activities near the southern portion of the project
site will be as close as 130 feet from existing residential units.
The California Department of Transportation uses a vibration limit of 0.5 in/sec, PPV for buildings structurally sound
and designed to modern engineering standards. For structures which are sound, but where structural damage is a
major concern, a vibration limit of 0.2 in/sec PPV is used. Exceeding these thresholds would likely result in structural
damage to nearby buildings.
Project construction activities such as drilling, the use of jackhammers, rock drills and other high-power or vibratory
tools, and rolling stock equipment (tracked vehicles, compactors, etc.) may generate substantial vibration in the
immediate vicinity. Building framing, exterior and interior finishing, and landscaping activities are not anticipated to
be sources of substantial vibration.
Table 11 presents vibration source levels for typical construction equipment at a distance of 25 feet. Jackhammers
typically generate vibration levels of 0.035 in/sec PPV, drilling typically generates vibration levels of 0.09 in/sec
PPV, and vibratory rollers generate vibration levels of 0.21 in/sec PPV at a distance of 25 feet. Vibration levels are
variable depending on soil conditions, construction methods, and equipment used. At distances of 100 feet and
greater, construction activities would not generate vibration levels exceeding 0.05 in/sec PPV. Vibration levels may
still be perceptible to residents in the vicinity of the project site. However, given the intermittent and short phase of
construction activities which generate vibration and the distance between the project site and the nearest structures,
which would not result in structural damage to nearby buildings, the project will have a less than significant impact
with regard to groundborne vibration and noise levels.
Equipment PPV at 25 feet (in/sec)
Clam shovel drop 0.202
Hydromill (slurry wall) — in soil 0.008
Hydromill (slurry wall) — in rock
Vibratory roller
Hoe ram
Large bulldozer
Caisson drilling
Loaded trucks
Jackhammer
Small bulldozer
0.017
0.210
/:•
in 01:•
0.076
0.035
0.003
Source: Environmental Noise Assessment, Illingworth & Rodkin, July 21, 2018.
Groundborne Vibration and Land Use General Plan Consistency of Proposed Sensitive Uses
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As stated previously, groundborne vibration of the existing environment on the project is not considered an
environmental impact. However, this discussion is included to assess the land use compatibility of the proposed
project as it relates to groundborne vibration generated by operation of the adjacent SMART train. The closest
residential units adjacent to the railway are approximately 35 feet from the centerline. The Draft EIR for the SMART
project states that between 20 and 100 feet from the tracks, vibration may be perceptible, but would be less than
the Federal Transit Administration (FTA) standard for residential uses. As such, the project will not expose new
residents to excessive groundborne vibration which would cause a land use incompatibility.
4.13 (c) (Airport Noise) No Impact: The project site is not located within proximity to a private airstrip, an airport
land use plan or within two miles of a public airport or public use airport and would therefore not expose people
residing or working in the project area to excessive noise levels. The Community Noise Equivalency Level (CNEL)
noise contours from the Petaluma Municipal Airport do not affect the subject site. The project would not expose
people working onsite to significant noise levels generated by the Petaluma Municipal Airport. Therefore, noise from
the Petaluma Airport will have no impact to people residing or working onsite.
Noise Mitigation Measures:
NOI-1: The following Best Construction Management Practices shall be implemented to reduce construction noise
levels emanating from the site, limit construction hours, and minimize disruption and annoyance:
1. Limit construction hours to between 7:00 a.m. and 7:00 p.m., Monday through Friday and between 9:00
a.m. and 7:00 p.m. on Saturday, Sunday and State, Federal and Local Holidays.
2. Delivery of materials and equipment to the site and truck traffic coming to and from the site is restricted to
the same construction hours specified above.
3. Equip all internal combustion engine -driven equipment with intake and exhaust mufflers that are in good
condition and appropriate for the equipment.
4. Unnecessary idling of internal combustion engines shall be strictly prohibited.
5. Locate stationary noise -generating equipment such as air compressors or portable power generators as far
as possible from sensitive receptors. If they must be located near receptors, adequate muffling (with
enclosures where feasible and appropriate) shall be used to reduce noise levels at the adjacent sensitive
receptors. Any enclosure openings or venting shall face away from sensitive receptors.
6. Acoustically shield stationary equipment located near residential receivers with temporary noise barriers.
7. Utilize "quiet" air compressors and other stationary noise sources where technology exists.
8. Construction staging areas shall be established at locations that will create the greatest distance between
the construction -related noise sources and noise -sensitive receptors nearest the project site during all
project construction activities.
9. Locate material stockpiles, as well as maintenance/equipment staging and parking areas, as far as feasible
from existing residences.
10. Control noise from construction workers' radios to a point where they are not audible at existing residences
bordering the project site.
11. The contractor shall prepare a detailed construction schedule for major noise -generating construction
activities. The construction plan shall identify a procedure for coordination with adjacent residential land
uses so that construction activities can be scheduled to minimize noise disturbance.
12. Notify all adjacent residences (within 500 feet of the project site) of the construction schedule, in writing,
and provide a written schedule of "noisy" construction activities to the adjacent land uses.
13. Designate a "disturbance coordinator" who would be responsible for responding to any complaints about
construction noise. The disturbance coordinator will determine the cause of the noise complaint (e.g., bad
muffler, etc.) and will require that reasonable measures be implemented to correct the problem.
Conspicuously post a telephone number for the disturbance coordinator at the construction site and include
in it the notice sent to neighbors regarding the construction schedule.
Recommendation NOI-2:
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Resolution No. 2020-029 N.C.S. Page 72
Citv of Petaluma
Corona Station Residential IS/MND
To reduce noise levels in the side yards of the eight Type II Zero Lot Line homes facing North McDowell
Blvd to a CNEL of 60 dBA, a barrier with a minimum top of wall elevation of seven (7) feet above yard grade
level on the side yard of the Zero Lot Line homes along North McDowell Blvd shall be incorporated into the
project design. To ensure effectiveness, the noise barrier walls shall be built without cracks or gaps in the
face and shall not have large or continuous gaps at the base, or where they adjoin the homes or each other.
The walls should also have a minimum surface weight of 3.0 lbs. per square foot. Small, dispersed, gaps
in the base of the walls for landscape irrigation or drainage which do not compose more than 0.5% of the
wall area are acceptable.
Recommendation NOI-3:
In order to comply with noise compatibility standards, the project shall incorporate the following:
1. Provide forced air mechanical ventilation, satisfactory to the local building official, in all residences with
partial or full line of sight to North McDowell Blvd. traffic.
2. To maintain interior noise levels at or below 45 dBA CNEL, provide sound -rated windows and doors at Type
I and Type II residences facing or perpendicular to North McDowell Boulevard. The degree of sound
mitigation needed to achieve an interior CNEL of 45 dBA or less would vary depending on the final design
of the building (relative window area to wall area) and the design of the exterior wall assemblies. However,
based on the future exterior noise levels and typical residential construction, it is anticipated that windows
and doors facing or with a view of North McDowell Boulevard may require STC ratings of between 28 and
30.
3. The specific determination of exterior wall assemblies and window/door STC ratings should be conducted
on a unit -by -unit basis during the project design. The results of the analysis, including the description of the
necessary noise control treatments, shall be submitted to the City along with the building plans and
approved prior to issuance of a building permit.
Recommendation NOI-4:
Install windows with STC ratings of between 28 and 32 for residences adjacent to the rail line to reduce
interior maximum levels resulting from train engine noise to the recommended 55 dBA Lmax30 interior
levels.
4.14 POPULATION AND HOUSING
Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Less Than
Significant
Impact
No
Impact
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?
Sources: City of Petaluma General Plan 2025 and EIR; and City of Petaluma Housing Element 2015-2023.
Population and Housing Setting
The 2025 General Plan contemplates development of approximately 6,000 additional residential units and a buildout
population of approximately 72,700. This represents an annual growth rate of nearly 1.2% per year. The project
would add 110 dwelling units. The project site is identified as Site #3 on the City of Petaluma Residential Land
Inventory Opportunity Sites, Appendix E to the City of Petaluma 2015-2023 Housing Element, prepared December
2014. As described in the Housing Element, sites classified as Mixed Use and that are vacant or largely vacant,
such as the project site (Site #3), represent the greatest potential for the development of affordable housing to very
low- and low-income households. The Mixed -Use classification allows a density of up to 30 dwelling units per acre.
The Housing Element identifies a development potential of 105 units at the project site (Site #3) and includes
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City of Petaluma Corona Station Residential IS/MND
affordable housing development incentives and requirements. As required by the City's inclusionary housing policy,
a minimum of 15% of the units need to be provided onsite at an affordable level (comprised of 7.5% at the low-
income level and 7.5 % at the moderate -income level) or alternative compliance.
Population and Housing Impact Analysis
4.14 (a) (Substantial Growth) Less Than Significant Impact: The project site is located within the UGB and will
not directly or indirectly induce substantial growth. The project proposes the construction of 110 residential units on
a site that is primarily covered by compacted gravel for parking, storage and staging vehicles and materials.
Assuming 2.75 persons1$ per household, the projected population increase from the proposed project would be
approximately 308 persons. The projected population does not constitute a substantial increase and remains
sufficiently below the General Plan 2025 population projections. The proposed project site is surrounded by
residential uses to the north, east, and south; and commercial/industrial uses to the west. The project is not expected
to promote further development beyond what is proposed for the project site. The extension of utilities will be limited
to provide services to the subject property and will not extend services to areas where services were previously
unavailable. Therefore, the project will have less than significant impacts related to growth inducement.
4.14 (b) (Housing or Person Displacement) Less Than Significant Impact: At present the project site is primarily
covered by compacted gravel for parking, storage and staging vehicles and materials. As such, the project will not
displace a substantial number of existing people or housing, necessitating the construction of replacement housing
elsewhere. The project implements the City's Housing Element by contributing 110 residential dwelling units to the
existing housing stock within the City of Petaluma. Therefore, the project will have less than significant impacts that
displace people or existing housing.
Mitigation Measures: None required.
4.15 PUBLIC SERVICES
Potentially Significant Less Than Less Than No
Would the Project: Significant With Significant Impact
Impact Mitioation Impact
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:
a) Fire protection?
❑
❑
®
❑
b) Police protection?
❑
❑
®
❑
c) Schools?
❑
❑
®
❑
d) Parks?
❑
❑
®
❑
e) Other public facilities?
❑
❑
❑
Sources: City of Petaluma General Plan 2025 and EIR.
18 State of California, Department of Finance, E-5 Population
and Housing
Estimates for
Cities,
Counties and the
State, 2011-2019 with 2010 Census Benchmark, May 2019.
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of Petaluma
Public Services Setting
Corona Station Residential IS/MND
The City of Petaluma charges one-time impact fees on new private development to offset the cost of improving or
expanding City facilities to accommodate the demand generated by new development. Impact fees are used to fund
the construction or expansion of capital improvements. Petaluma also collects impact fees for open space, parkland,
and other amenities. Development impact fees are necessary to finance public facilities and service improvements
and to pay for new development's fair share of the costs of the required public facilities and service improvements.
Public Services Impact Analysis
4.15 (a -b) (Fire & Police Protection) Less Than Significant Impact: The project site is located in an area with
existing residential and commercial development that is well served by public services. New residents introduced
onsite from the proposed project will result in an increase in demand for police and fire service. However, new
demands on fire and police service have been previously anticipated as part of General Plan build -out and are
accounted for with the City Facilities Development Impact Fee that are intended to offset the impacts of growing
demand for fire and policing services.
General Plan policy 7-P-19 establishes a four -minute travel time and six -minute response time for emergencies
within the city. The project is located approximately 300 feet from Fire Station 2, at 1001 North McDowell Boulevard.
As such, the project is within the response radii of Fire Station 2 (see General Plan EIR Figure 3.4-2) and travel
time is achievable within the targeted 4 minutes. The project is consistent with the General Plan 2025 because of
the redundancy of approach access, the ability of emergency response vehicles to override traffic controls with
lights, sirens, and signal pre-emption, and their ability to travel in opposing travel lanes in congested conditions.
The project, as proposed, includes four points of vehicular access from North McDowell Boulevard. All access points
are also suitable for emergency vehicle access (EVA). The EVA provides a means of access for emergency
personnel, including fire and ambulance, in cases of emergency. The addition of project trips to the adjacent street
network is not expected to cause a reduction in travel speeds sufficient to cause significant delays for emergency
vehicles.
Although additional fire and/or police service calls may occur as a result of the project, substantial new fire protection
or police protection facilities will not be warranted to maintain necessary levels of service. As a standard condition
of project approval, the applicant shall pay all development impact fees applicable to a residential development,
including a facilities fee to pay for identified fire/police facility improvements. These funds are sufficient to offset any
cumulative increase in demands to fire and police protection services and ensure that impacts from new
development are less than significant.
4.15 (c) (Schools) Less Than Significant Impact: The project site is located within the Waugh Elementary School
District. All secondary schools within Petaluma also belong to the Petaluma Joint Union High School District which
operates under the umbrella of Petaluma City Schools. The nearest elementary school to the subject project site is
Meadow Elementary School, located approximately 0.8 mile east. The General Plan projects that the Waugh
Elementary School District will experience a decrease in enrollment. The projected enrollment at General Plan
buildout is expected to utilize approximately 80 percent of the district's capacity. Based on current capacities,
sufficient school facilities are in place to accommodate any minor increase in enrollment associated with
development of the proposed project. The project is subject to the payment of statutory school impact fees to offset
cumulative impacts on the school system. Therefore, the proposed project will have less than significant impacts to
schools.
4.15 (d) (Parks) Less Than Significant Impact: The City has adopted a citywide parks standard of 5 acres of
parkland per 1,000 residents. Located within one mile of the project site are three neighborhood parks Turnbridge
Park (3 acres), McDowell Meadows (1 acre), and Meadow View Park (3 acres), and one pocket park at Maria and
Sonoma Mountain Parkway (0.3 acres). In addition to the existing parks, there are existing paths along Corona
Creek near the project site, and a proposed multi -use path along the railroad corridor. The project also proposes
approximately 17,900 square feet of useable open space in the form of common open space, courtyards, and side
yards. All parks and existing bicycle/pedestrian facilities in the vicinity of the project site provide recreational
opportunities to future residences. Existing park facilities are expected to be sufficient to meet active and passive
recreational demands of new residents. A substantial adverse impact to park facilities is not expected to occur from
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of Petaluma Corona Station Residential IS/MND
implementation of the subject project. Therefore, impacts to park lands due to the project will be less than significant.
4.15 (e) (Other Public Facilities) No Impact: The Project will not result in substantial adverse impacts associated
with any other public facilities. The project area is surrounded by established development and is well served by
existing public services. The project will not generate a substantial increase in demands that warrant the expansion
or construction of new public facilities. Therefore, there would be no impacts related to other public facilities.
Mitigation Measures: None required.
4.16 RECREATION
Would the project:
p r0
Potential)
Significant
Impact
Less Than
Significant
Mit pith
Less Than
Significant
Impact
No Impact
a) Would the project increase the use of existing
neighborhood and regional parks or other
recreational facilities such that substantial
❑
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®
❑
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?
Sources: City of Petaluma General Plan 2025 and EIR.
Recreation Setting
The City of Petaluma contains 1,477 acres of parks and open spaces, which represents approximately 17% of the
acreage within the UGB. The public parks and recreational opportunities within the UGB accommodate a wide
range of uses and activities that include both active and passive recreation. Parkland development and open space
acquisition impact fees are required and serve to offset any cumulative impacts of new development on recreational
resources.
Associated governmental agencies, such as the County and the State, also operate parks and recreational facilities
near the City of Petaluma. Petaluma Adobe State Historic Park, east of the Petaluma city limits, is owned and
operated by the California State Parks Department. The 256 -acre Helen Putnam Regional Park, located at the
western edge of the city, is managed by the Sonoma County Regional Parks Department.
Recreation Impact Discussion
4.16 (a) (Park Deterioration) Less Than Significant Impact: The project will result in an incremental increase in
the use of nearby parks including Turnbridge Park, McDowell Meadows, Meadow View Park, and Maria and
Sonoma Mountain Parkway pocket park. The increased park use as a result of implementation of the project would
not result in substantial physical deterioration of facilities nor would deterioration be accelerated. Moreover, the park
and open space -related development impact fees required of the project adequately address incremental increase
in the use of parks. Therefore, impacts related to the physical deterioration of parks and other recreational areas
would be less than significant.
4.16 (b) (Recreation Facilities) Less Than Significant Impact: The project includes two common open space
areas within the boundaries of the proposed project. Both common open space areas will be utilized by residents
as passive recreation areas. Construction related impacts of the proposed project including all onsite and offsite
improvements are fully analyzed herein. Construction of onsite recreational amenities will not adversely impact the
environment. Therefore, impacts related to the construction of recreational facilities would be less than significant.
Mitigation Measures: None required.
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of Petaluma
4.17 TRANSPORTATION
Corona Station Residential IS/MND
Would the project:
Potentially
Significant
Impact
Less Than
Significant
With
Mitigation
Less Than
Significant
Impact
No
Impact
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
❑
❑
®
❑
section 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?
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❑
®
❑
Sources: City of Petaluma General Plan 2025 and EIR; General Plan Figure 5-1; Technical Advisory on Evaluating
Transportation Impacts in CEQA, Governor's Office of planning and Research, December 2018;
and W -Trans, Traffic
Impact Study, June 2, 2019.
Transportation Setting
Senate Bill 743, which was codified in Public Resources Code Section 21099 required changes to the guidelines
implementing CEQA analysis regarding transportation impact. Changes to the guidelines are reflected in checklist
item 4.17(b) above, which identify that vehicle miles traveled (VMT) is the most appropriate metric to evaluate a
project's transportation impact and "level of service" no longer constitutes a significant environmental effect under
CEQA (Public Resources Code Section 21099, subdivision (b)(3).
CEQA Guidelines section 15064.3 subdivision (b) describes specific considerations for evaluating a project's
transportation impact using a vehicle miles traveled (VMT) metric. This metric refers to the amount and distance of
automobile travel attributable to a project. Although the City of Petaluma is working to adopt VMT thresholds and
methodology by July 1, 2020, local VMT criteria has yet to be adopted. As such, in the interim, the City of Petaluma
is relying upon VMT thresholds recommended by the Governor's Office of Planning and Research in the Technical
Advisory on Evaluating Transportation Impacts (December 2018), which states:
"Any project that includes in its geographic bounds a portion of an existing or planned Transit
Priority Area (i.e., the project is within a'/2 mile of an existing or planned major transit stop or an
existing stop along a high quality transit corridor) may employ VMT as its primary metric of
transportation impact the entire project (see Public Resources Code Section 21099, subdivision
(a)7O,(b)(1)).,,
The project site is located adjacent to the planned Corona SMART station, for which the City adopted the Petaluma
Station Area Master Plan. Further, the project is located within a 'h mile of a planned major transit stop, is a
residential infill project, incorporates measures to increase access to transit, and introduces bicycle and pedestrian
facilities. Thus, employing the screening provision for residential projects located near transit station, the project is
presumed to have a less than significant impact due to its location adjacent to the planned Corona SMART Station.
The City of Petaluma's General Plan and EIR was adopted prior to SB 743 going into effect and applied a level of
service metric in evaluating a project's transportation impacts. The City's General Plan EIR found that with increased
motor vehicle traffic from buildout of the General Plan, unacceptable level of service (LOS) would result at six
intersections: McDowell Boulevard North/Corona Road, Lakeville Street/Caulfield Lane, Lakeville Street/East D
Street, Petaluma Boulevard South/D Street, Sonoma Mt. Parkway/Ely Boulevard South/East Washington Street,
and McDowell Boulevard North/Rainier Avenue. Given changes to the Public Resources Code and the CEQA
Guidelines, and because the City of Petaluma has not yet adopted VMT thresholds or methodology, criteria set
forth in OPR's Technical Advisory are relied upon to assess significance. Nonetheless, the City of Petaluma
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City of Petaluma Corona Station Residential IS/MND
continues to consider level of service to identify potential roadway improvement and the analysis herein continues
to present LOS findings, for informational purposes only.
The General Plan EIR determined that implementation of the General Plan would result in less than significant
impacts from an increased demand for transit service and safe bicycle parking. The following policies are particularly
applicable to the subject project:
® General Plan policies 5-P-40 through 5-P-45 support the expansion of the bus transit system and the
location of transit -oriented development along transit corridors.
® General Plan policy 5-P-31 requires future development to provide necessary bicycle support facilities
throughout the city.
W -Trans prepared a Traffic Impact Study (TIS) to evaluate the project's potential to impact pedestrian, bicycle and
traffic safety, conflict with established level of service standards, access, and/or introduce conflicts with the General
Plan (Appendix 1). The following provides a summary of the result of the TIS.
Existing Conditions
Passenger Vehicles
The City of Petaluma is bisected by U.S. 101, which serves as the primary route between San Francisco and Marin
and Sonoma Counties. U.S. 101 accommodates over 90,000 vehicles per day within Petaluma. The circulation
system within the City consists of approximately 140 miles of streets including, arterials, collectors, connectors, and
local streets. Streets within the City that experience the highest average daily traffic include those that provide
east/west connections across the Petaluma River or Highway 101 or serve as a parallel route to Highway 101.
These streets include East Washington Street, Lakeville Highway, McDowell Boulevard, Petaluma Boulevard, Old
Redwood Highway, and D Street.
The project is located east of U.S. 101 at the southeast corner of North McDowell Boulevard and Corona Road.
The Traffic Impact Study prepared for the project addresses operating conditions at the following eight study
intersections:
1. US 101 South Ramps/Petaluma Boulevard North
2. US 101 North Ramps/Old Redwood Highway
3. North McDowell Boulevard/Old Redwood Highway
4. North McDowell Boulevard/Corona Road
5. Petaluma Boulevard North/Corona Road -Skillman Lane
6. McDowell Boulevard/East Washington Street
7. US 101 North Ramps/East Washington Street
8. US 101 South Ramps/East Washington Street
Pedestrian Facilities
Pedestrian facilities include sidewalks, crosswalks, pedestrian signal phases, curb ramps, curb extensions 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 project. However, sidewalk
gaps exist along Corona Road northeast of the site, at the location of the planned Corona SMART Station. The
project proposes to provide connectivity to the planned Petaluma North (Corona) Station internally via pathways and
will install new ADA compliant sidewalks along the project site frontage to North McDowell Boulevard. Further, the
project will install a crosswalk consistent with the Petaluma SMART Station Area Plan across North McDowell
Boulevard at Michael Drive.
Bicycle Facilities
The City of Petaluma contains both shared on road bicycle facilities and off-street facilities. A summary of the
existing and planned facilities in the study area is as follows:
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Existing Class I Multi -Use Paths
• Capri Creek Trail: North McDowell Boulevard to Lenox Drive (0.95 mile)
• Corona Creek Trail: SMART Trail to Reisling Road (0.79 mile)
• Lynch Creek Trail: Water Street to Sonoma Mountain Parkway (2 miles)
Existing Class II Bike Lanes
• North McDowell Boulevard: Old Redwood Highway to Southpoint Boulevard (1.55 miles)
• Maria Drive: Sonoma Mountain Parkway to Luchessi Park (1.48 miles)
• Sonoma Mountain Parkway: Corona Road to East Maddison Street (2.02 miles)
Proposed Class I Multi -Use Path
• SMART Multi -Use Path: southern city limits to northern city limits (4.70 miles)
Proposed Class II Bike Lanes
• Corona Road: Petaluma Boulevard North to northern City limits (1.45 miles)
• Petaluma Boulevard North: Lakeville Street to US 101 (2.80 miles)
• Old Redwood Highway: US 101 to North McDowell Boulevard (0.25 mile)
• North McDowell Boulevard: East Washington Street to Southpoint Boulevard (1.45 miles)
• East Washington Street: western City limits to eastern City limits (3.70 miles)
Proposed Bicycle Improvements
The project proposes to install onsite bicycle facilities to serve new residents and the community. As conditioned, a
shared pedestrian and bicycle facility (Class I -off street) will be installed along the project site frontage to North
McDowell Boulevard. The bicycle facility would be grade separated from the roadway and a narrow planting strip. The
bicycle facility would connect to existing and planned facilities in the project area including the Class I I on street facility
along North McDowell Boulevard, the planned Class II facility on Corona Road and the planned SMART Multi -Use
Path, which will be located at the project site's boundary adjacent to the SMART corridor. The project proposed to
install connecting pathways internally to access the planned SMART multi -use path.
Transit Facilities
Transit agencies providing regular service to the City of Petaluma include Petaluma Transit, Sonoma County Transit
(SCT) and Sonoma Marin Area Rail Transit. Petaluma Transit provides fixed service within City limits. Route 2 runs
along North McDowell Boulevard and stops at Corona Road. The route operates Monday through Friday with
approximately 30 -minute headways between 6:30 am and 8:00 pm and on Saturdays with approximately one-hour
headways between 7:30 am and 7:30 pm. The existing bus stop in front of the project site will be improved with a bus
pullout, shelter, benches, and associated improvements.
Sonoma County Transit provides regional service between Petaluma and surrounding communities. Route 44 stops
along North McDowell Boulevard at Corona Road and operates Monday through Sunday with approximately one- to
four-hour headways between 5:30 am and 9:00 pm.
Two or three bicycles can be carried on most Petaluma Transit, Sonoma County Transit and Golden Gate Transit
buses. Bike rack space is on a first come, first served basis. Additional bicycles are allowed on Petaluma Transit
buses at the discretion of the driver.
Petaluma Paratransit is available for those who are unable to independently use the transit system due to a physical
or mental disability. Paratransit is designed to serve the needs of individuals with disabilities within Petaluma and
the greater Petaluma area.
Sonoma Marin Area Rail Transit (SMART) provides fixed service between the Sonoma County Airport in Santa Rosa
to downtown San Rafael. Currently, SMART includes 43 miles of rail corridor and ten stations from the Sonoma County
Airport to Downtown San Rafael. Upon completion, SMART will extend 70 miles from Cloverdale at the northern end
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Corona Station Residential IS/MND
of Sonoma County to Larkspur where the Golden Gate Ferry connects Marin County to San Francisco.
The project site is located adjacent to the planned Petaluma North (Corona) Station. The Petaluma Downtown Station,
currently in operation, is located approximately three miles south of the project site. Parking is provided at the
downtown station and is available for use by SMART riders for a fee.
Transportation Impact Analysis
4.17 (a) (Conflicts with Plans, Policies, Ordinances) Less Than Significant Impact: The TIS evaluates effects
on level of service (LOS) at eight (8) study intersections for three scenarios: Existing Conditions, Background
Conditions, and Future Conditions. As discussed above and consistent with SB 743, the LOS metric is considered
as a potential conflict with adopted General Plan policies. The following narrative summarizes the findings of the
TIS.
Existing Plus Project Conditions
The TIS evaluated level of service assuming a 112 -unit single family development. However, the project unit count
has been reduced to 110 units. As such, the information presented herein is conservative as it presents information
based on 112 units. The 112 -unit project would generate 1,004 new daily trips, of which 79 would be generated
during the am peak hour and 105 would be generated during the pm peak hour.19
Upon addition of project -related traffic to the existing volumes, the study intersections are expected to operate
similarly to existing conditions without the proposed project. As shown in Table 4, the average delay during both
peak periods at the intersection of North McDowell Boulevard/Corona Road decreases slightly with the proposed
project. Additionally, the average delay during the pm peak hour at the intersection of McDowell Boulevard/East
Washington will also decrease slightly. This result is due to additional vehicles utilizing excess capacity at
intersections which are currently underutilized. All other intersections will increase average delay but will operate
similarly to existing conditions. All study intersections will operate at LOS D or better, which is identified as
acceptable in the City's General Plan. As such, impacts under the Existing Plus Project Conditions scenario would
not conflict with City policies regarding LOS.
TABLE 4: EXISTING AND EXISTING PLUS PROJECT PEAK HOUR INTERSECTION LEVEL OF SERVICE
Existing Conditions
Existing Plus Project
Study Intersection
AM Peak
PM Peak IFAM
Peak
PM Peak
Delay
LOS
Delay
LOS
Delay ILOS
Delay
LOS
1. US 101 South Ramps/Petaluma
15.3
B
13.9
B
15.3
B
13.9
B
Boulevard North
2. US 101 North Ramps/Old Redwood
9 0
A
6.6
A
9.0
B
6.6
A
Highway
3, North McDowell Boulevard/Old
49.7
D
54.5
D
49.8
D
54.6
D
Redwood Highway
4. North McDowell Boulevard/Corona
39.5
D
54.7
D
39.3
D
53.4
D
Road
5. Petaluma Boulevard North/Corona
35.5
D
42.4
D
36.7
D
43.6
D
Road -Skillman Lane
6. McDowell Boulevard/East Washington
44.0
D
47.8
D
44.7
D
47.2
D
Street
19 The 110 -unit project would generate 986 average daily trips, 77 peak hour am trips and 103 peak hour pm trips.
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7. US 101 North Ramps/East
6.1
A
11.5
B
6.2
A
12.3
B
Washington Street
Delay
LOS
Delay
LOS
Delay
LOS I
Delay 11
8. US 101 South Ramps/East
19.6
C
28.5
C
20.0
B
28.9
C
Washington Street
Boulevard North
Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service; Bold text = deficient operation
Source: Traffic Impact Study for the Corona Station Residential Project, prepared by W -Trans, July 2, 2019; Table 9
Background Plus Project Conditions
This scenario takes into account the existing traffic conditions as well as projects that have been approved but are
not yet constructed or operational. The estimated traffic in this scenario utilizes the existing traffic volumes during
the am and pm peak hours as well as the net new trips anticipated by the Brody Ranch Subdivision, North River
Apartments, Safeway Fuel Center, and Sid Commons Apartments.
Under background conditions, the intersection of North McDowell Boulevard/Corona Road would operate
unacceptably at LOS E during the pm peak hour. The remaining intersections are expected to maintain acceptable
operations at LOS D or better under background conditions without the project.
With project -related traffic added to background volumes, the study intersections are expected to operate similarly
to background conditions, with no changes in level of service. As shown in Table 5, the study intersections are
expected to continue operating at the same levels of service upon the addition of project -generated traffic to
background volumes. The project will add vehicle trips, resulting in additional delay to North McDowell
Boulevard/Corona Road. This intersection is anticipated to operate at LOS E under background conditions. The
addition of project -generated traffic to background conditions will not further degrade the LOS at this intersection to
the next LOS, therefore the project does not introduce an inconsistency due to degraded LOS.
TABLE 5: BACKGROUND AND BACKGROUND PLUS PROJECT PEAK HOUR INTERSECTION LEVEL OF SERVICE
Background
Conditions
Background Plus Project
FStudy Intersection
AM Peak
PM Peak
AM Peak
PM Peak
Delay
LOS
Delay
LOS
Delay
LOS I
Delay 11
LOS
1. US 101 South Ramps/Petaluma
16.7
B
12.8
B
16.7
B
14.0
B
Boulevard North
2. US 101 North Ramps/Old Redwood
9.9
A
5.8
A
9.9
A
6.6
A
Highway
3. North McDowell Boulevard/Old
51.3
D
51.7
D
51.5
D
54.7
D
Redwood Highway
4. North McDowell Boulevard/Corona
41.3
D
56.2
E
41.1
D
59.7
E
Road
5. Petaluma Boulevard North/Corona
41.8
D
42.1
D
43.4
D
47.2
D
Road -Skillman Lane
6. McDowell Boulevard/East Washington
53.8
D
47.5
D
55.0
D
51.0
D
Street
7. US 101 North Ramps/East
6.5
A
12.3
B
6.7
A
13.7
B
Washington Street
8. US 101 South Ramps/East
21.3
C
29.4
C
21.7
C
30.8
C
Washington Street
Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service; Bold text = deficient operation
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Corona Station Residential IS/MND
Source: Traffic Impact Study for the Corona Station Residential Project, prepared by W -Trans, July 2, 2019; Table 10
Future Plus Project Conditions
The City of Petaluma relies upon a Traffic Model for evaluating the potential traffic impacts of buildout of the land
uses described in the General Plan together with new or improved streets. The General Plan was developed based
on a horizon year of 2025, however, due to changes in economic conditions since the General Plan was completed,
it is expected that buildout of the General Plan land uses would occur after 2025.
Under the anticipated future traffic volumes without the proposed project, four of the study intersections would
operate unacceptably during both am and pm peak hours. The remaining study intersections would operate
acceptably at LOS D or better during the am and pm peak hours. Future operating conditions are summarized in
Error! Reference source not found..
Upon the addition of project -generated traffic to the anticipated future volumes, and with optimized signal timing,
and planned roadway improvements, the study intersections are expected to operate at the same levels of service
as under future conditions. As shown in Table 6 below, the study intersections which are expected to operate at
unacceptable levels would operate at the same levels of service with or without the addition of project -generated
traffic. The increased delay at the four intersections operating unacceptably at LOS E will not degrade to the next
level of service, therefore, the proposed project does not introduce a conflict due to deteriorated LOS under future
conditions.
TABLE 6: FUTURE AND FUTURE PLUS PROJECT PEAK HOUR INTERSECTION LEVEL OF SERVICE
Future Conditions
Future Plus Project
Study Intersection
AM Peak
PM Peak 11
AM Peak
PM Peak
Delay
LOS
Delay
LOS 11
Delay
LOS
Delay
LOS
1. US 101 South Ramps/Petaluma
13.4
B
19.0
B
13.4
B
19.2
B
Boulevard North
2. US 101 North Ramps/Old Redwood
14.9
B
18.7
B
14.9
B
18.7
B
Highway
3. North McDowell Boulevard/Old
109.1
F
76.2
E
109.4
F
79.0
E
Redwood Highway
4. North McDowell Boulevard/Corona
57.6
E
60.7
E
57.3
E
60.7
E
Road
5. Petaluma Boulevard North/Corona
66.4
E
55.7
E
68.5
E
57.3
E
Road -Skillman Lane
6. McDowell Boulevard/East Washington
70.0
E
59.5
E
71.1
E
59.5
E
Street
7. US 101 North Ramps/East
6.7
A
11.8
B
6.9
A
12.6
B
Washington Street
8. US 101 South Ramps/East
36.0
D
40.4
D
36.1
D
40.5
D
Washington Street
Notes: Delay is measured in average seconds per vehicle; LOS = Level of Service; Bold text = deficient operation
Source: Traffic Impact Study for the Corona Station Residential Project, prepared by W -Trans, July 2, 2019; Table 11
Queueing
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of Petaluma Corona Station Residential IS/MND
While the City of Petaluma does not have established standards of significance to determine the impact of a project
on queuing at nearby intersections, the TIS evaluated projected 95th percentile queues of left -turn pockets at
signalized intersections and the potential to exceed the available stacking length. A queue impact is considered a
significant impact if (a) the 95th percentile queue can be contained within the available stacking length without the
project and the project will cause the queue to exceed the length or, (b) the queue length exceeds the available
stacking length and the project will increase the 951h percentile queue by more than 25 feet.
Left -turn storage is expected to exceed available storage at North McDowell Boulevard/Corona Road, Petaluma
Boulevard/Corona Road -Skillman Avenue, and McDowell Boulevard/East Washington Street. With the exception
of Petaluma Boulevard/Corona Road -Skillman Lane, the increase in queueing will be less than 25 feet, resulting in
a less than significant impact. The westbound through queue on Corona Road approaching North McDowell is
expected to exceed the available storage capacity between the intersection and the railroad tracks. Installation of
pre-emption equipment will ensure the tracks are clear of crossing vehicles when the SMART train approaches the
crossing. As a project condition of approval, a fair share of the cost for pre-emption equipment shall be paid by the
developer at 4.7 percent of the cost.
The westbound left turn lane queue on Corona Road approaching Petaluma Boulevard North exceeds the available
storage under existing conditions. Implementation of the project will add more the 25 feet to the queue during the
pm peak hour under the background and future scenarios. As such, the TIS recommends reconfiguration of the
westbound approach to include a shared left-turn/through lane, which would reduce the queue to an acceptable
length. Additionally, the modification would contribute to the overall operation of the intersection and improve LOS
from E to D under all scenarios evaluated.
With the conditions of approval recommended by the TIS and as augmented by the City traffic engineer, the project's
contribution to queuing would not introduce a potential conflict with City standards. Therefore, the project would
have less than significant impacts.
4.17 (b) (Conflict with 15064.3(b) VMT) Less Than Significant: Vehicle Miles (VMT) Traveled for the proposed
project was estimated by multiplying the number of trips generated by the project with the average trip distance for
the Traffic Analysis Zone JAZ) in which the project is located (4.73 miles). Average trip distances are included in
Sonoma County Transportation Authority's (SCTA) County Model for VMT. The traffic report prepared by W -Trans
estimates 1,004 daily trips which is based on 112 units. VMT is calculated by multiplying the estimated number of
trips, and the average trip distance of 4.73 miles, which is approximately 4,750 miles. It should be noted that
following preparation of the traffic report the project was revised to include 110 units. Based on the trip generation
rate and the revised number of units, the total daily trips are anticipated to be 986. As such, VMT for the project
would be approximately 4,664 miles. Since the project site is located adjacent to the planned Petaluma North
(Corona) Station and is fully within 0.5 mile of a planned major transit stop, it is presumed that impacts related to
VMT will be less than significant.
4.17 (c) (Geometric Design Feature Hazard) Less Than Significant Impact: The project site would be accessed
via two driveways along the project frontage on North McDowell Boulevard. Sight distance along North McDowell
Boulevard at the project driveway locations were evaluated based on sight distance criteria contained in the
Highway Design Manual published by Caltrans. The recommended sight distances for driveways are based on
stopping sight distance, which use the approach travel speed as the basis for determining the recommended sight
distance.
Sight distance at the proposed driveways were field measured. Based on a design speed of 40 mph, the minimum
stopping sight distance needed is 300 feet. A review of the field conditions found that the sight distance from the
northern project driveways to the south was more than 500 feet. The northern driveway will only require sight
distance to the south as only right turns are permitted. For the southern project driveway, both left and right turns
will be permitted. Sight lines to the south are adequate, however, sight lines to the north are restricted by existing
landscaping in the center median.
As described in the TIS, to maintain adequate sight lines for vehicles exiting from the southern project driveway, it
is recommended that existing landscaping at the center median be modified. Recommendation TRAF-1 requires
that the applicant work with the City of Petaluma to modify the center median landscaping on North McDowell
Boulevard to provide adequate sight distance for vehicles turning left from the southern project driveway. Signage
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City of Petaluma Corona Station Residential IS/MND
and landscaping proposed on the project site shall comply with the City's sight distance requirements for all
driveways. Incorporation of recommendation TRAF-1 will ensure that adequate sight distance at the project
driveways are maintained and that potential impacts due to a design feature hazard is reduced to less than
significant levels.
4.17 (d) (Emergency Access) Less Than Significant: The project's access driveways have been reviewed by the
Petaluma Public Works and Fire Departments. Emergency vehicle access is provided via the two proposed
driveways and internal drive aisle maintain a minimum width of 20 feet, which is sufficient to accommodate an aerial
fire truck. Site circulation was determined to be adequate, including sufficient driveway width to allow for fire truck
access and through access to the proposed dwellings. Therefore, the project's potential to result in impacts due
inadequate emergency access would be less than significant.
The increase of construction vehicles traveling to and from the project site on a temporary basis would not result in
inadequate emergency access. North McDowell Boulevard and Corona Road would remain open to through traffic
during construction of all phases of the proposed project. To construct the project, road closure is not anticipated,
although temporary lane closure and encroachment may occur during frontage improvements to North McDowell
Boulevard. Therefore, temporary impacts to emergency access will be less than significant during project
construction.
4.17 (f) (Transit, Bicycle, Pedestrian Facilities) Less Than Significant Impact: Public transit, bicycle, and
pedestrian facilities in the project vicinity will not be adversely impacted by the proposed project.
Pedestrian Facilities
Given the proximity of residences, retail, and recreation areas to the site, it is reasonable to assume that some
project residents will utilize pedestrian, bicycle, and transit facilities for trips to and from the project site. Sidewalks
exist along the project frontage on North McDowell Boulevard. Sidewalks are discontinuous on the north side of
Corona Road and on the south side of Corona Road along a portion of the project site. Frontage improvements will
include construction of a sidewalk along North McDowell Boulevard, a HAWK pedestrian crossing across North
McDowell Boulevard as well as on-site pedestrian paths throughout the project site. Further the project will provide
internal access to the planned Petaluma North (Corona) Station and connectivity to the planned SMART Multi -Use
Path adjacent to the project boundary. The project will not interfere with local or regional existing or planned
pedestrian facilities. Rather the project will enhance pedestrian facilities onsite and in the immediate vicinity by
installing sidewalks, pathways, crosswalks and providing public access to new pedestrian facilities. Therefore,
pedestrian facilities serving the project site would be adequate and impacts would be considered less than
significant.
Bicycle Facilities
As conditioned, the Project will install a shared off-road Class I bicycle and pedestrian facility at the site frontage to
North McDowell Boulevard. This facility exceeds the Class 11 standard identified in the City's Bicycle and Pedestrian
Plan, which shows an existing on -street Class II facility along the site frontage tot North McDowell Boulevard.
Additionally, the project will provide public through connectivity to the planned SMART multi -use path that will be
installed adjacent to the project site within the SMART corridor. Further, bicycle racks will be installed onsite
adjacent to courtyards and two bicycle parking spaces will be provided in all resident garages. Bicycle facilities
serving the project site are considered to be adequate. Therefore, the project would have less than significant
impacts related to bicycle facilities.
Transit Facilities
Existing transit routes are expected to adequately accommodate project -generated transit trips. An existing bus
stop and the planned Petaluma North (Corona) Station are located adjacent to the project site. The project proposes
connecting pathways to provide direct access internally to the planned Petaluma North (Corona) Station.
Additionally, the project proposes frontage improvements to enhance the existing bus stop along North McDowell
Boulevard at the site frontage. Improvements would allow for a bus to pull fully outside of the travel lane, so as to
not block traffic. Bus stop improvements would be installed consistent with City standards including a shelter with
two benches, waste bins, and bicycle parking. Transit facilities serving the project site are considered to be
adequate. Therefore, the project would have less than significant impacts related to transit facilities.
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City of Petaluma Corona Station Residential IS/MND
Mitigation Measures:
Recommendation TRAF-1: Existing landscaping on the median island within North McDowell Boulevard and within
the line sight of the eastern driveway, shall be modified to achieve adequate sight lines where left -turn egress would
be allowed. Landscaping modification would include removal of bushes and shrubs between the trees as well as a
reduction in the height of the berm on the median. Additionally, new landscaping and signage introduced by the
project shall be installed in locations and maintained in a manner that does not further introduce sight line conflicts
at project driveways.
4.18 TRIBAL CULTURAL RESOURCES
Potentially Less ThanLessLess Than No
Would the project: Significant With Significant Impact
Impact Mitiaation Impact
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.
Sources: City of Petaluma General Plan 2025 and EIR.
Tribal Cultural Resources Setting
■
a
❑ ® ❑
❑ ® ❑
The Federated Indians of Graton Rancheria did not request consultation within the statutory timeframe provided by
Public Resources Code §21080.3.1. The City of Petaluma provided notice to the Tribe in a letter dated December
12, 2018. Graton Rancheria received the notification letter and provided no reply to the City of Petaluma within the
thirty (30) day time -period provided for consultation requests. Additionally, no subsequent request or
correspondence by the Graton Rancheria has been received by the City of Petaluma.
Tribal Cultural Resources Impact Analysis:
4.18 (ai- aii) (Listed or Eligible for Listing) Less than Significant: This section incorporates by reference all text
included within the Cultural Resources topic above. Given past disturbance onsite, the existing uses, and the
protective measures added under the Cultural Resources section of this report, development of the project would
have less than significant impacts to tribal cultural resources.
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of Petaluma Corona Station Residential IS/MND
Tribal Cultural Resources Mitigation Measures: None required.
4.19 UTILITIES AND SERVICE SYSTEMS
Would the project:
Potentially
Significant
Impact
Less Than
With
Mitigation
LessLess Than
Significant
Impact
No
Impact
a) Require or result in the relocation or construction of
new or expanded water, wastewater treatment or
storm water drainage, electric power, natural gas, or
❑
®
❑
❑
telecommunications facilities, the construction or
relocation of which could cause significant
environmental effects?
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?
Sources: City of Petaluma General Plan 2025 and EIR; Water Resource and Conservation 2015 UWMP; Sonoma County
Water Agency 2015 UWMP; and Preliminary Hydrology Study for Corona Station Development, prepared by CSW Stuber-
Stroeh Engineering Group, Inc., November 30, 2018.
Utilities and Service Systems Settings
The City's water supply is sourced from the Russian River Water System and is supplemented with local
groundwater. Water from the Russian River Water System is obtained via the Petaluma Aqueduct through a contract
with the Sonoma County Water Agency (SCWA). The City's Water Resource and Conservation Division (WR&C)
provides municipal water service to approximately 60,000 customers and therefore must comply with the Urban
Water Management Plan Act, which requires the preparation of an Urban Water Management Plan (UWMP) every
five years.
In 2015, the City updated its UWMP including a baseline demand analysis in compliance with the interim 2015
Urban Water Use target, an Urban Water Use target analysis for 2020, projected urban water use through the year
2040, and a description of programs to achieve the target demand reductions in the UWMP.
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of Petaluma Corona Station Residential IS/MND
Instream flow requirements have also been established to protect fish and wildlife species and recreation.20 Based
on regional water supply availability, the SCWA expects to be able to increase annual water deliveries to Petaluma
from approximately 7,200 acre-feet (AF) in 2010 to 11,400 AF by 2035.
Based on the evaluation of future Russian River supply, including minimum in -stream flow requirements, SCWA
expects to obtain water rights approvals necessary to increase its total diversions above 75,000 acre-feet per year
(AFY) by 2027 and to 80,000 AFY by 2035. This assumption is based on the most likely outcome of decisions by
regulatory agencies and implementation of the Restructured Agreement (executed in 2006) and proposed
improvements to the water delivery system.
To assure that the City of Petaluma has sufficient water supplies to meet increased water demand, the General
Plan requires routine monitoring of water supplies against actual use and evaluation for each new development
project (Policy 8-P-4).
The Ellis Creek Water Recycling Facility treats all wastewater generated by the City of Petaluma and the
unincorporated Sonoma County community of Penngrove. The collection system is comprised of approximately 195
miles of underground piping and nine (9) pump stations. The treatment capacity is about 6.7 million gallons per day
(average dry weather flow). Approximately five (5) million gallons per day are treated under the existing wastewater
generation condition, leaving approximately 1.7 million gallons in available treatment capacity. In the winter,
secondary treated wastewater effluent is conveyed to the Petaluma River. During the summer, effluent receives
tertiary treatment and the recycled water is used for irrigation of agricultural lands, golf courses, city parks, schools,
and landscaped areas of residential and commercial development.
Within the City of Petaluma storm drains convey runoff from impervious surfaces such as streets, sidewalks, and
buildings to gutters that drain to creeks and the Petaluma River and ultimately the San Pablo Bay. Most stormwater
is untreated and carries with it any contaminants picked up along the way such as solvents, oils, fuels and sediment.
The City has implemented a storm drain -labeling program to provide a visual reminder that storm drains are for
rainwater only. The City's Stormwater Management and Pollution Control Ordinance, set forth in Chapter 15.80 of
the City's Municipal Code, establishes the standard requirements and controls on the storm drain system. All
existing and proposed development must adhere to the City's Stormwater Management and Pollution Control
Ordinance.
The following General Plan policies related to stormwater are particularly applicable to the subject project:
8 -P -30C: On-site and off-site improvements, deemed necessary by the City to reduce the surface water impacts
associated with a specific development proposal shall be designed, constructed, and maintained in
perpetuity at the cost of the development associated with said impacts.
8 -P -33A: Any project within an area subject to inundation in a 1% (100 -year) storm event shall include site
specific analysis of impacts and identification of mitigations.
8 -P -37J: Projects may construct detention/retention facilities as mitigation for surface water impacts, so long as
the improvements result in an improvement to the pre -project conditions by way of a net reduction in
storm water elevations and downstream flows.
As mentioned in Section 4.10 Hydrology and Water Quality, a majority of the project site is located within Zone AE
(Special Flood Hazard Area), which is subject to 100 -year flooding with base flood elevations between 32 and 35
feet, and underwent review and consideration, in accordance with General Plan Policy 8 -P -33A. Policies 8 -P -30C
and 8 -P -37J are implemented through the Stormwater Management and Pollution Control Ordinance which locally
codifies the requirements of the NPDES permit issued by the State Water Resources Control Board.
Utilities and Service Systems Impact Analysis
4.19 (a) (Relocation/Expansion of Utilities) Less Than Significant Impact with Mitigation: The project will not
require or result in the relocation or expansion of offsite utilities. Existing water, wastewater, electric power, and
telecommunications facilities will be extended to the project site from North McDowell Boulevard and have
20 State Water Resources Control Board: Decision No. 1610 (http://www.waterboards.ca.gov/waterrights)
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Resolution No, 2020-029 N.C.S. Page 87
of Petaluma Corona Station Residential IS/MND
sufficient capacity to serve the proposed development. The project will not result in significant environmental
impacts due to the expansion of utilities or construction of new utilities as improvements are limited to activities
onsite and along the site frontage at North McDowell Boulevard.
The proposed project will increase the area of impervious surfaces onsite from new buildings, circulation, and
parking areas, relative to existing conditions. The stormwater from the new buildings and other impervious surfaces
would be collected and routed to bio -retention areas throughout the site, allowing for treatment and filtration. The
stormwater would then be routed to new storm drains within the project site and conveyed to and discharged
stormdrains within North McDowell Boulevard at the site frontage. As stated in the Preliminary Hydrology Study
(Appendix J) and as required by Mitigation Measure UTIL-1, a Final Hydrology and Hydraulic Study shall be
prepared to confirm that the proposed combination of site grading, routing of onsite storm water pipe facilities and
storm water treatment systems will continue to mitigate increases in calculated peak flows to the individual points
of concentration around the site, to at or below pre -project conditions. The Final Hydrology study will ensure that
the proposed storm drainage system is adequately distributed to remove storm waters without flooding and will
reduce potential impacts related to the expansion of storm water drainage infrastructure to less than significant.
Proposed LID measures include tree plantings and bio -retention areas that will capture stormwater runoff during
precipitation events and provide for treatment and filtration of stormwater runoff onsite prior to release. With the
proposed LID measures and compliance with C.3 stormwater requirements, the projectwill not significantly increase
runoff relative to the existing condition and no new stormwater facilities are anticipated. The environmental impacts
associated with the proposed storm drains and bio -retention areas have been evaluated throughout this document
and will be subject to conditions of approval and mitigation measures set forth herein. Therefore, the project is
expected to result in less than significant impacts due to the expansion of existing storm water drainage facilities or
construction of new facilities.
4.19 (b) (Sufficient Water Supplies) Less Than Significant Impact: In evaluating the sufficiency of water
supplies to meet existing water demands in addition to water demand generated by the proposed project, the City
has compared General Plan 2025 projected water demand to actual use. In 2018 the City's average per capita
water usage rate was 75.35 gallons per capita per day (GPCD).21 As presented in the City's UWMP the SB X7-7
GPCD target for the City of Petaluma, was 130.74 for the year 2018.22 The results of that comparison find that
potable water demand is well within the available SCWA supply, both for this project, and for cumulative demand
through 2035 as set forth in the 2015 UWMP.
As noted in General Plan 2025 Policies 8 -P -5-C and 8-P-19, the City anticipated continuing use of groundwater to
meet emergency needs and to offset peak demands. Per Policy 8-P-4 of the Petaluma General Plan 2025, City
staff is required to monitor actual demand for potable water in comparison to the supply and demand projections in
the 2006 Water Supply and Demand Analysis Report. Based on the 2015 UWMP the demand for potable water
supplies in 2015 was 8,226 acre-feet for all uses including single and multi -family residential, commercial, industrial,
institutional/governmental, and landscaping. By 2040 the water demand for buildout of the General Plan is projected
to be 9,435 acre-feet per year.23 The UWMP establishes a 2015 baseline daily per capita water use of 111 gallons
based on a gross water use of 7,678 acre-feet per year. For year 2015, the UWMP concludes that the City complies
with the 2020 water use target, which aims to achieve a 5% reduction in the per capita use relative to the 5 -year
baseline.
A comparison of actual demand for potable water was made relative to the an annual SCWA supply limit for
Petaluma of 4,366 million gallons per year (13,400 acre-feet) and a peak supply limit of 21.8 million gallons per day.
In both instances, potable demand is well within available SCWA supply capacity. The projected demand is less
than 10,000 acre-feet.24 Tiered water rates, conservation efforts, and the conversion of Rooster Run Golf Course
to recycled water have in recent years kept annual and peak demands within the available SCWA supply.
The UWMP establishes Demand Management Measures and a Water Shortage Contingency Plan (2016 Updated),
which provide a means for water conservation and planning for periods of drought. Additionally, individual
development projects are required to comply with the City's Water Conservation Ordinance for interior and exterior
21 Water Usage Summary February 2019, City of Petaluma Department of Public Works.
22 City of Petaluma 2015 UWMP page 23.
23 City of Petaluma 2015 UWMP Table 3-6, Total Water Demands.
24 See Item 4(B) of June 1, 2015 City Council agenda (http://cityofpetaluma.net/cclerk/archives.htmi).
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Resolution No. 2020-029 N.C.S. Page 88
of Petaluma Corona Station Residential IS/MND
water usage, thereby minimizing water demands generated by new development. The UWMP concludes that there
are sufficient water supplies to meet water demands projected by the General Plan.
The proposed project is consistent with development anticipated by the General Plan and water demands are
captured in the 2015 UWMP for future year conditions. Additionally, the project will be subject to the latest California
Building Code requirements including plumbing and water efficiency standard as well as the City's Water
Conservation Ordinance, which will further reduce water demands generated by the proposed Project. Therefore,
existing water supplies, facilities, and infrastructure are sufficient to meet the water demands of the project and
future development during normal, single and multiple dry year events. Impacts of the project to water supplies are
considered to be less than significant.
4.19 (c) (Sufficient Wastewater Treatment Capacity) Less Than Significant Impact: The expected wastewater
generated by the project is consistent with the service needs anticipated by the Petaluma General Plan 2025 and
will not require the expansion of treatment facilities. Applicable City Wastewater Capacity fees will be collected from
the applicant to fund the project's share for use of existing facilities and planned improvements. Wastewater flows
from the proposed project will be conveyed to the Ellis Creek Water Recycling Facility, which has sufficient operating
capacity to handle the additional flows generated by the proposed project. There would be no new construction or
expansion of domestic water or wastewater facilities as part of the proposed project.
As a 110 -unit residential development, the project is not expected to exceed wastewater treatment requirements
set forth by the Regional Water Quality Control Board, nor necessitate the expansion or construction of wastewater
treatment facilities. The estimated wastewater generation of the proposed project falls within the capacity of the
existing sanitary sewer lines and the City's wastewater treatment plant. The project does not include any activities
that would generate wastewater requiring special treatment. The project would not exceed wastewater treatment
requirements and adequate treatment capacity would be available to accommodate wastewater generated by the
project. Therefore, the project would have less than significant impacts to wastewater treatment facilities.
4.19 (d, e) (Solid Waste Generation/Compliance with Solid Waste Management) Less Than Significant
Impact: During site preparation, gravel surfaces, structures, and vegetation will be removed. As stated in Section
4.9 Hazards/hazardous materials, a Risk Management Plan that provides the procedures to properly manage
contaminated soil and groundwater that may be encountered during construction activities will be required.
Policy 4-P-21 requires waste reduction in compliance with the Countywide Integrated Waste Management Plan
(CoIWMP). Nonhazardous construction -related waste will be reduced, consistent with General Plan Policy 2-P-122,
through the development of a construction waste management plan mandated by the California Green Building
Standards Code. Accordingly, impacts associated with construction waste will be less than significant.
The proposed project, consisting of the development of 110 single-family dwelling units, will contribute to the
generation of solid waste. However, as a residential project the amount of solid waste generated is consistent with
the service needs anticipated by the Petaluma General Plan and evaluated in the General Plan EIR.
At present, the City is under contract with Recology for solid waste disposal and recycling services. This company
provides canisters for garbage, green (plant waste) materials, and recycling. Solid waste is collected and transferred
to the Sonoma County landfill sites. Solid waste disposal facilities are owned and operated by the Sonoma County
Department of Transportation and Public Works and the City maintains a franchise solid waste hauling agreement
requiring the franchise hauler as part of its contractual obligations to select properly permitted Approved Disposal
Location(s) with adequate capacity to serve city needs.
The project would be supplied with the same solid waste and recycling opportunities through the County's existing
waste management system via the City's solid waste service provider. Although the project would generate
additional solid waste, it is not expected to exceed landfill capacity and is not expected to result in violations of
federal, state, and local statutes and regulations related to solid waste. Therefore, the project will have a less than
significant impact due to the generation and disposal of solid waste.
Utilities and Service Systems Mitigation Measures:
UTIL-1: Prior to issuance of a grading permit, a Final Hydrology and Hydraulic Study shall be prepared to confirm
that the proposed combination of site grading, routing of onsite storm water pipe facilities and storm water
treatment systems continue to mitigate increases in calculated peak flows to the individual points of
concentration around the site, to at or below pre -project conditions.
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Resolution No. 2020-029 N.C.S. Page 89
Citv of Petaluma
4.20 WILDFIRE
Corona Station Residential IS/MND
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?
Sources: City of Petaluma General Plan 2025 and EIR; and CAL FIRE mapping, November 2007.
Wildfire Setting
Petaluma is susceptible to wildland fires due to the steep topography, abundant fuel load, and climatic conditions,
particularly along the edges of the City. The areas most susceptible to fire hazards are located near the wildland
urban interface at the City margins. Lands surrounding the City of Petaluma that are within the State Responsibility
Area are classified as moderate fire hazard severity zone to the west and south of the City and high and moderate
to the east and north. Land within City limits is classified as non -Very High Fire Hazard Severity Zone (VHFHSZ) in
local, state or federal responsibility areas.
In October 2017, the Tubbs Fire (Central LNU Complex) burned approximately 36,807 acres in Sonoma County.
Residents were exposed to direct effects of the wildfire, such as the loss of a structure, and to the secondary effects
of the wildfire, such as smoke and air pollution. Smoke generated by wildfire consists of visible and invisible
emissions that contain particulate matter (soot, tar, water vapor, and minerals) and gases (carbon monoxide, carbon
dioxide, nitrogen oxides). Public health impacts associated with wildfire include difficulty breathing, odor, and
reduction in visibility.
Wildfire Impact Analysis
4.20 (a -d) (Impair Emergency Plan, Expose Occupants to Wildfire Pollutants, Require Infrastructure, Pose
Wildfire Related Risks) Less Than Significant Impact: The project site is categorized as a Non-VHFHZ by CAL
FIRE and surrounded by urban uses (Figure B-6 in Appendix B). The project is not located in or near state
responsibility areas of lands classified as very high fire hazard severity zones. The project site is located over one
mile from state responsibility areas classified as moderate hazard areas. The project would not substantially impair
an adopted emergency response plan or emergency evacuation plan. There are no factors, such as steep slopes,
prevailing winds, or the installation/maintenance of new infrastructure, that would exacerbate fire risk or expose
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Resolution No. 2020-029 N.C.S. Page 90
Potentially
Less Than
LessLess Than No
Would the project:
Significant
with
Significant Impact
p
Impact
Mitigation
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?
Sources: City of Petaluma General Plan 2025 and EIR; and CAL FIRE mapping, November 2007.
Wildfire Setting
Petaluma is susceptible to wildland fires due to the steep topography, abundant fuel load, and climatic conditions,
particularly along the edges of the City. The areas most susceptible to fire hazards are located near the wildland
urban interface at the City margins. Lands surrounding the City of Petaluma that are within the State Responsibility
Area are classified as moderate fire hazard severity zone to the west and south of the City and high and moderate
to the east and north. Land within City limits is classified as non -Very High Fire Hazard Severity Zone (VHFHSZ) in
local, state or federal responsibility areas.
In October 2017, the Tubbs Fire (Central LNU Complex) burned approximately 36,807 acres in Sonoma County.
Residents were exposed to direct effects of the wildfire, such as the loss of a structure, and to the secondary effects
of the wildfire, such as smoke and air pollution. Smoke generated by wildfire consists of visible and invisible
emissions that contain particulate matter (soot, tar, water vapor, and minerals) and gases (carbon monoxide, carbon
dioxide, nitrogen oxides). Public health impacts associated with wildfire include difficulty breathing, odor, and
reduction in visibility.
Wildfire Impact Analysis
4.20 (a -d) (Impair Emergency Plan, Expose Occupants to Wildfire Pollutants, Require Infrastructure, Pose
Wildfire Related Risks) Less Than Significant Impact: The project site is categorized as a Non-VHFHZ by CAL
FIRE and surrounded by urban uses (Figure B-6 in Appendix B). The project is not located in or near state
responsibility areas of lands classified as very high fire hazard severity zones. The project site is located over one
mile from state responsibility areas classified as moderate hazard areas. The project would not substantially impair
an adopted emergency response plan or emergency evacuation plan. There are no factors, such as steep slopes,
prevailing winds, or the installation/maintenance of new infrastructure, that would exacerbate fire risk or expose
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Resolution No. 2020-029 N.C.S. Page 90
of Petaluma Corona Station Residential IS/MND
project occupants to the uncontrolled spread of a wildfire, pollutant concentrations from a wildfire, post -fire slope
instability, or post -fire flooding. Therefore, the project would have less than significant impacts related to wildfire
risks.
Wildfire Mitigation Measures: None required.
4.21 MANDATORY FINDINGS OF SIGNIFICANCE (CAL. PUB. RES. CODE §15065)
Potentially Less ThanLessLess Than No
Would the project: Significant with Significant Impact
Impact Mitigation 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?
Mandatory Findings Discussion
4.21 (a) (Degrade the Environment) Less Than Significant Impact: The project is located within the City of
Petaluma's UGB and surrounded on three sides by established urban uses. The proposed development on the
project site is generally consistent with the General Plan Land Use and supports the goals, policies, and programs
outlined in the General Plan.
The analysis herein identified measure to avoid, reduce or offset potential impact resulting from the proposed
project. Due to the past uses onsite and the infill nature of the proposed project, potential environmental impacts
are primary associated with temporary construction activities. As described above in the Biological Resources
discussion, impacts to bird protected by the migratory bird treaty act will be avoided or substantially reduced with
implementation of mitigation measure 13I0-1. The Hazards/Hazardous Materials, Hydrology and Water Quality and
the Geology and Soils discussions identify measures to avoid and minimize potential environmental impacts
associated with water quality, flooding, and soil stability. Additionally, the Cultural Resources discussion identifies
measures to ensure that potential impact to buried cultural resources are avoided. No other impacts associated
with environmental degradation, plant or animal communities, species population and ranges, or California history
or pre -history have been identified. As such, with implementation of mitigation measures described herein, and
application of conditions of approval, the project will not degrade the quality of the environment, reduce habitat, or
affect cultural resources. Therefore, the project will have less than significant impacts due to degradation of the
environment.
4.21 (b) (Cumulatively Affect the Environment) Less Than Significant Impact: The project will contribute to
cumulative impacts identified in the City's General Plan EIR but not to a level that is considered cumulatively
considerable. As described above, the project will contribute to incremental growth in the City resulting in increased
demands for public services and utilities, additional trips on city and regional roadways, and contributions to air
quality and GHG emissions. Given that the project is limited to a residential development, on an infill parcel, adjacent
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Resolution No. 2020-029 N.C.S. Page 91
of Petaluma
Corona Station Residential IS/MND
to the planned Petaluma North (Corona) Station, the incremental increase in cumulative impacts will be negligible.
The project is generally consistent with the surrounding land uses in the project vicinity and implements the intent
of the UGB through the development of an underutilized parcel in the existing urbanized area (General Plan Policy
1-P-2). Public utility and service providers will be capable of serving the project with existing or planned facilities.
Potential environmental impacts are expected to remain at, or be mitigated to levels below significance, and long-
term environmental goals are not expected to be adversely impacted by the project.
The project will contribute to cumulative impacts identified in the City's General Plan EIR but not to a level that is
considered cumulatively considerable. When the project contributes to a cumulative impact identified in the General
Plan, its contribution is incremental and at a level anticipated by the General Plan. Therefore, the project's
cumulative impacts will be less than significant.
4.21 (c) (Substantial Adverse Effect on Humans) Less Than Significant Impact: The project has the potential
to result in adverse impacts to humans due to air quality, biological resources, geology and soils, noise, and
hydrology and water quality. With mitigation measures set forth above, environmental effect that would directly or
indirectly impact human beings onsite or in the project vicinity will be reduced to less than significant levels.
Therefore, the project will have less than significant impacts due to substantial adverse effects on human beings.
Mitigation Measures: None required.
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of Petaluma Corona Station Residential IS/MND
5. REFERENCE DOCUMENTS
5.1. TECHNICAL APPENDICES
A. Site Plan and Architectural Review Submittal, March 4, 2019 as revised.
B. Figure B-1 through B-7
C. Air Quality and Greenhouse Gas Assessment, prepared by Illingworth & Rodkin, September 19, 2018.
D. Geotechnical Investigation, prepared by Stevens Ferrone & Bailey Engineering Company, Inc., August
28, 2018.
E. Draft Phase I Environmental Site Assessment, prepared by Pinnacle Environmental, Inc., February 15,
2017.
F. Phase 11 Environmental Site Assessment, prepared Pinnacle Environmental, Inc., October 12, 2017.
G. Preliminary Stormwater Control Plan, prepared by CSW Stuber-Stroeh Engineering Group, Inc.,
November 26, 2018.
H. Environmental Noise Assessment, prepared by Illingworth & Rodkin, July 21, 2018.
I. Traffic Impact Study, prepared by W -Trans, July 2, 2018.
J. Preliminary Hydrology Study, prepared by CSW Stuber-Stroeh Engineering Group, Inc., November 30,
2018.
5.2. OTHER DOCUMENTS REFERENCED
1. City of Petaluma, General Plan 2025 and EIR.
2. City of Petaluma Municipal Code and Implementation Zoning Ordinance.
3. BAAQMD 2017 Bay Area Clean Air Plan, prepared by the Bay Area Air Quality Management District, April
2017.
4. California Environmental Quality Act Air Quality Guidelines, prepared by the Bay Area Air Quality
Management District, May 2017.
5. California Scenic Highway Mapping System,
http://www.dot.ca.gov/hq/LandArch/16_livability/scenic highways/index.htm, accessed March 2019.
6. California Department of Conservation Farmland Mapping and Monitoring Program.
7. City of Petaluma 2015 Urban Water Management Plan, prepared June 2016.
8. 2007 Final Adopted State Alternative Fuels Plan, prepared by the California Energy Commission,
https:Hww2.energy.ca.gov/2007publications/CEC-600-2007-011 /CEC-600-2007-011-CMF. PDF,
Accessed July 9, 2019.
9. 2016 California Green Building Standards Code (CALGreen), Effective January 1, 2017.
10. Sonoma County Regional Climate Action Plan 2020 and Beyond, prepared July 2016.
6. MITIGATION MONITORING AND REPORTING PROGRAM
Page 84
Resolution No. 2020-029 N.C.S. Page 93
City of Petaluma, California
Community Development Department
Ya5`d Planning Division
11 English Street, Petaluma, CA 94952
Project Name: Corona Station Residential Project
File Number: File No. PLMA 18-0006
Address/Location: 890 North McDowell Boulevard, Petaluma, CA
(APN: 137-061-019)
MITIGATION MONITORING AND REPORTING PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) has been prepared in conformance with Section
21081.6 of the California Environmental Quality Act (CEQA) and Section 15097 of the CEQA Guidelines. This
document has been developed to ensure implementation of mitigation measures and proper and adequate
monitoring/reporting of such implementation. CEQA requires that this MMRP be adopted in conjunction with
project approval, which relies upon a Mitigated Negative Declaration.
The purpose of this MMRP is to: (1) document implementation of required mitigation; (2) identify
monitoring/reporting responsibility, be it the lead agency (City of Petaluma), other agency (responsible or
trustee agency), or a private entity (applicant, contractor, or project manager); (3) establish the frequency and
duration of monitoring/reporting; (4) provide a record of the monitoring/reporting; and (5) ensure compliance.
The following table lists each of the mitigation measures adopted by the City in conjunction with project
approval, the implementation action, timeframe to which the measure applies, the monitoring/reporting
responsibility, reporting requirements, and the status of compliance with the mitigation measure.
Implementation
The responsibilities of implementation include review and approval by City staff including the engineering,
planning, and building divisions. Responsibilities include the following:
1. The applicant shall obtain all required surveys and studies and provide a copy to the City prior to issuance
of grading permits or approvals of improvements plans.
2. The applicant shall incorporate all applicable code provisions and required mitigation measures and
conditions into the design and improvements plans and specifications for the project.
3. The applicant shall notify all employees, contractors, subcontractor, and agents involved in the project
implementation of mitigation measures and conditions applicable to the project and shall ensure
compliance with such measures and conditions.
4. The applicant shall provide for the cost of monitoring of any condition or mitigation measure that involves
on-going operations on the site or long-range improvements.
Resolution No. 2020-029 N.C.S. Page 94
5. The applicant shall designate a project manager with authority to implement all mitigation measures and
conditions of approval and provide name, address, and phone numbers to the City prior to issuance of any
grading permits and signed by the contractor responsible for construction.
6. Mitigation measures required during construction shall be listed as conditions on the building or grading
permits and signed by the contractor responsible for construction.
7. All mitigation measures shall be incorporated as conditions of project approval.
8. The applicant shall arrange a pre -construction conference with the construction contractor, City staff and
responsible agencies to review the mitigation measures and conditions of approval prior to the issuance
of grading and building permits.
Monitoring and Reporting
The responsibilities of monitoring and reporting include the engineering, planning, and building divisions, as
well as the fire department. Responsibilities include the following:
1. The Building, Planning, and Engineering Divisions and Fire Department shall review the improvement and
construction plans for conformance with the approved project description and all applicable codes,
conditions, mitigation measures, and permit requirements prior to approval of a site design review,
improvement plans, grading plans, or building permits.
The Planning Division shall ensure that the applicant has obtained applicable required permits from all
responsible agencies and that the plans and specifications conform to the permit requirements prior to
the issuance of grading or building permits.
Prior to acceptance of improvements or issuance of a Certificate of Occupancy, all improvements shall be
subject to inspection by City staff for compliance with the project description, permit conditions, and
approved development or improvement plans.
4. City inspectors shall ensure that construction activities occur in a manner that is consistent with the
approved plans and conditions of approval.
MMRP Checklist
The following table lists each of the mitigation measures adopted by the City in connection with project
approval, the timeframe to which the measure applies, the person/agency/permit responsible for implementing
the measure, and the status of compliance with the mitigation measure.
Resolution No. 2020-029 N.C.S. Page 95
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Exhibit 2
City of Petaluma, California
Community Development Department
Y8a$ Planning Division
11 English Street, Petaluma, CA 94952
Project Name: Corona Station Residential Project
File Number: File No. PLMA 18-0006
Address/Location: 890 North McDowell Boulevard, Petaluma, CA
(APN: 137-061-019)
MITIGATION MONITORING AND REPORTING PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) has been prepared in conformance with Section
21081.6 of the California Environmental Quality Act (CEQA) and Section 15097 of the CEQA Guidelines. This
document has been developed to ensure implementation of mitigation measures and proper and adequate
monitoring/reporting of such implementation. CEQA requires that this MMRP be adopted in conjunction with
project approval, which relies upon a Mitigated Negative Declaration.
The purpose of this MMRP is to: (1) document implementation of required mitigation; (2) identify
monitoring/reporting responsibility, be it the lead agency (City of Petaluma), other agency (responsible or
trustee agency), or a private entity (applicant, contractor, or project manager); (3) establish the frequency and
duration of monitoring/reporting; (4) provide a record of the monitoring/reporting; and (5) ensure compliance.
The following table lists each of the mitigation measures adopted by the City in conjunction with project
approval, the implementation action, timeframe to which the measure applies, the monitoring/reporting
responsibility, reporting requirements, and the status of compliance with the mitigation measure.
Implementation
The responsibilities of implementation include review and approval by City staff including the engineering,
planning, and building divisions. Responsibilities include the following:
1. The applicant shall obtain all required surveys and studies and provide a copy to the City prior to issuance
of grading permits or approvals of improvements plans.
2. The applicant shall incorporate all applicable code provisions and required mitigation measures and
conditions into the design and improvements plans and specifications for the project.
3. The applicant shall notify all employees, contractors, subcontractor, and agents involved in the project
implementation of mitigation measures and conditions applicable to the project and shall ensure
compliance with such measures and conditions.
4. The applicant shall provide for the cost of monitoring of any condition or mitigation measure that involves
on-going operations on the site or long-range improvements.
Resolution No. 2020-029 N.C.S. Page 109
5. The applicant shall designate a project manager with authority to implement all mitigation measures and
conditions of approval and provide name, address, and phone numbers to the City prior to issuance of any
grading permits and signed by the contractor responsible for construction.
6. Mitigation measures required during construction shall be listed as conditions on the building or grading
permits and signed by the contractor responsible for construction.
7. All mitigation measures shall be incorporated as conditions of project approval.
8. The applicant shall arrange a pre -construction conference with the construction contractor, City staff and
responsible agencies to review the mitigation measures and conditions of approval prior to the issuance
of grading and building permits.
Monitoring and Reporting
The responsibilities of monitoring and reporting include the engineering, planning, and building divisions, as
well as the fire department. Responsibilities include the following:
1. The Building, Planning, and Engineering Divisions and Fire Department shall review the improvement and
construction plans for conformance with the approved project description and all applicable codes,
conditions, mitigation measures, and permit requirements prior to approval of a site design review,
improvement plans, grading plans, or building permits.
2. The Planning Division shall ensure that the applicant has obtained applicable required permits from all
responsible agencies and that the plans and specifications conform to the permit requirements prior to
the issuance of grading or building permits.
3. Prior to acceptance of improvements or issuance of a Certificate of Occupancy, all improvements shall be
subject to inspection by City staff for compliance with the project description, permit conditions, and
approved development or improvement plans.
4. City inspectors shall ensure that construction activities occur in a manner that is consistent with the
approved plans and conditions of approval.
MMRP Checklist
The following table lists each of the mitigation measures adopted by the City in connection with project
approval, the timeframe to which the measure applies, the person/agency/permit responsible for implementing
the measure, and the status of compliance with the mitigation measure.
Resolution No. 2020-029 N.C.S. Page 110
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