HomeMy WebLinkAboutCORRESPONDENCE - 60ASalas, Diana
From:
Houston, Nicole
Sent:
Monday, November 18, 2019 9:51 AM
To:
eComment
Subject: FW: Preserve the Orange County Title Company Building
Kind Regards,
Nicole Houston I Executive Assistant
City Manager's Office I nhouston@santa-ana.org
714.647.5200 120 Civic Center Plaza I Santa Ana, CA 92701
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-----Original Message -----
From: Mary Ann Wettler [mailto:maryann1020@yahoo.com]
Sent: Monday, November 18, 2019 9:42 AM
To: City Council <CityCouncil@santa-ana.org>
Subject: Preserve the Orange County Title Company Building
I ask that you preserve the Orange County Title Company Building. As a long-time SA resident, our city is a gem in the
Greater Orange County area. Please keep these buildings intact.
Thanks.
Mary Ann Wettler
Orozco, Norma
From:
Houston, Nicole
Sent:
Monday, November 18, 2019 11:40 AM
To:
eComment
Subject:
FW: Historic Building Preservation
Kind Regards,
Nicole Houston I Executive Assistant
City Manager's Offices nhouston@santa-ana.org
714.647.5200 120 Civic Center Plaza I Santa Ana, CA 92701
This email and any files or attachments transmitted with it may contain privileged or otherwise confidential information.
If you are not the intended recipient, or believe that you may have received this communication in error, please advise
the sender via reply email and immediately delete the email you received.
-----Original Message -----
From: Marcia Moreno [mailto:marciamoreno@sbcglobal.net]
Sent: Monday, November 18, 2019 11:37 AM
To: City Council <CityCouncil@santa-ana.org>
Subject: Historic Building Preservation
I urge the Council members to please preserve the historic 1930's Art Deco Zigzag Moderne Orange County Title
Company building.
California Apartment Association
Orange County
23496 Madero Road, Suite 240
Mission Viejo, CA 92691
949.955.3695 - caanet.org
November 19, 2019
The Honorable Miguel Pulido
City of Santa Ana
20 Civic Center Plaza
Santa Ana, CA 92701
Re: Support for Agenda Item #60A — Approve First American Mixed -Use Development Project
Located at 114 and 117 East Fifth Street
Mayor Pulido and Members of City Council:
On behalf of the California Apartment Association (CAA), I strongly encourage your approval of new
market -rate and affordable rental housing at the site known as the First American Mixed -Use
Development project. CAA is the nation's largest statewide trade group representing owners, investors,
developers, managers, and suppliers of rental apartment communities. We have over 13,00 members
representing more than 60,000 industry professionals.
The First American Mixed -Use Development project will benefit the city in achieving its public policy,
fiscal, and quality of life goals. Being centrally located in Downtown Santa Ana and along the OC
Streetcar route, the new apartment community will be one of the best examples of transit -oriented
development. Both Planning Commission and city staff have recommended approval of the project based
on the merits of good land use planning and alignment with the city's strategic plan (Staff Report).
Furthermore, the National Multifamily Housing Council conservatively estimates that the economic
impact of 220 new apartments will create over $95 million in economic stimulus, $4.5 million in tax
revenue, and 387 jobs.
For these reasons, the California Apartment Association is supportive of the First American Mixed -Use
development project. We would like to recognize the City's continued leadership in housing with the
approval of this new apartment community. Thank you for your time and thoughtful consideration.
R^esfpectfully,
,r
Victor Cao
Vice President of Public Affairs
cc: Ms. Kristine Ridge, City Manager
Mr. Minh Thai, Executive Director — Planning and Building Agency
Mr. Steven A. Mendoza, Community Development Agency
P: (626) 381-9248 0 155 South El Molino Avenue
F: (626) 389-5414 Mitchell M. Tsai Suite 104
E: mitch@mitchtsailaw.com Attorney At Law Pasadena, California 91101
VIA E-MAIL AND HAND DELIVERY
November 18, 2019
Hand Delivered to November 19, 2019 City Coumil Meeting
City of Santa Ana City Council
City Council Chamber
22 Civic Center Plaza
Santa Ana, CA 92701
Email Delivery to: eCommentnsanta-ana.org
RE: Comments to the City Council Regarding First American Mixed Use
Project and Environmental Impact Report Addendum [114 and 117 East
Fifth Streetl; SCH No. 2006071100
Dear Honorable Councilmembers of City of Santa Ana:
On behalf of Southwest Regional Council of Carpenters ("Commenter" or
"Southwest Carpenters"), my Office is submitting these comments on the City of
Santa Ana's ("City" or "Lead Agency") Addendum to the Environmental Impact
Report ("Addendum") (SCH No. 2006071100, for the First American Mixed Use
Project ("Project") located at 114 and 117 East Fifth Street in Santa Ana, California.
The Southwest Carpenters is a labor union representing 50,000 union carpenters in six
states, including in southern California, and has a strong interest in well -ordered land
use planning and addressing the environmental impacts of development projects.
Commenter incorporates by reference all comments raising issues regarding the EIR
submitted prior to certification of the EIR for the Project. Citi.Zens for Clean Energy v City
of Wloodland (2014) 225 Cal.AppAth 173, 191 (finding that any party who has objected
to the Project's environmental documentation may assert any issue timely raised by
other parties).
Moreover, Commenter requests that the Lead Agency provide notice for any and all
notices referring or related to the Project issued under the California Environmental
Quality Act ("CEQA"), Cal Public Resources Code ("PRC") § 21000 et seq, and the
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 2 of 13
California Planning and Zoning Law ("Planning and Zoning Law"), Cal. Gov't
Code §§ 65000-65010. California Public Resources Code Sections 21092.2, and
21167(� and Government Code Section 65092 require agencies to mail such notices to
any person who has filed a written request for them with the clerk of the agency's
governing body.
I. EXPERTS
This comment letter includes comments from air quality and greenhouse gas experts
Matt Hagemann, P.G., C.Hg. and Paul Rosenfeld, Ph.D. concerning the DEIR. Their
comments, attachments, and Curriculum Vitae ("CV") are attached hereto and are
incorporated herein by reference.
Matt Hagemann, P.G., C.Hg. ("Mr. Hagemann") has over 30 years of experience in
environmental policy, contaminant assessment and remediation, stormwater
compliance, and CEQA review. He spent nine years with the U.S. EPA in the RCRA
and Superfund programs and served as EPA's Senior Science Policy Advisor in the
Western Regional Office where he identified emerging threats to groundwater from
perchlorate and MTBE. While with EPA, Mr. Hagemann also served as Senior
Hydrogeologist in the oversight of the assessment of seven major military facilities
undergoing base closer. He led numerous enforcement actions under provisions of
the Resource Conservation and Recovery Act (RCRA) and directed efforts to improve
hydrogeologic characterization and water quality monitoring.
For the past 15 years, Mr. Hagemann has worked as a founding partner with SWAPE
(Soil/Water/Air Protection Enterprise). At SWAPE, Mr. Hagemann has developed
extensive client relationships and has managed complex projects that include
consultation as an expert witness and a regulatory specialist, and a manager of projects
ranging from industrial stormwater compliance to CEQA review of impacts from
hazardous waste, air quality, and greenhouse gas emissions.
Mr. Hagemann has a Bachelor of Arts degree in geology from Humboldt State
University in California and a Masters in Science degree from California State
University Los Angeles in California.
Paul Rosenfeld, Ph.D. ("Dr. Rosenfeld") is a principal environmental chemist at
SWAPE. Dr. Rosenfeld has over 25 years' experience conducting environmental
investigations and risk assessments for evaluating impacts on human health, property,
and ecological receptors. His expertise focuses on the fate and transport of
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 3 of 13
environmental contaminants, human health risks, exposure assessment, and ecological
restoration. Dr. Rosenfeld has evaluated and modeled emissions from unconventional
oil drilling operations, oil spills, landfills, boilers and incinerators, process stacks,
storage tanks, confined animal feeding operations, and many other industrial and
agricultural sources. His project experience ranges from monitoring and modeling of
pollution sources to evaluating impacts of pollution on workers at industrial facilities
and residents in surrounding communities.
Dr. Rosenfeld has investigated and designed remediation programs and risk
assessments for contaminated sites containing lead, heavy metals, mold, bacteria,
particular matter, petroleum hydrocarbons, chlorinated solvents, pesticides, radioactive
waste, dioxins and furans, semi- and volatile organic compounds, PCBs, PAHs,
Perchlorate, asbestos, per- and poly- fluoroalkyl substances (PFOA/PFOS), unusual
polymers, fuel oxygenates (MTBE), among other pollutants, Dr. Rosenfeld also has
experience evaluating greenhouse gas emissions from various projects and is an expert
on the assessment of odors from industrial and agricultural sites, as well as the
evaluation of odor nuisance impacts and technologies for abatement of odorous
emissions. As a principal scientist at SWAPE, Dr. Rosenfeld directs air dispersion
modeling and exposure assessments. He has served as an expert witness and testified
about pollution sources causing nuisance and/or personal injury at dozens of sites and
has testified as an expert witness on more than ten cases involving exposure to air
contaminants from industrial sources.
Dr. Rosenfeld has a Ph.D. in soil chemistry from the University of Washington, M.S.
in environmental science from U.C. Berkeley, and B.A. in environmental studies from
U.C. Santa Barbara.
II. APPROVAL OF THE PROJECT WOULD VIOLATE THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT.
A. Background Concerning the California Environmental Quality Act
CEQA has two basic purposes. First, CEQA is designed to inform decision makers
and the public about the potential, significant environmental effects of a project. 14
California Code of Regulations ("CCR" or "CEQA Guidelines") § 15002(a)(1). "Its
purpose is to inform the public and its responsible officials of the environmental
consequences of their decisions before they are made. Thus, the EIR `protects not only
the environment but also informed self-government.' [Citation.]" Citizens of Goleta
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 4 of 13
Valley v. Board of Supervisors (1990) 52 Cal. 3d 553, 564. The EIR has been described as
"an environmental `alarm bell' whose purpose it is to alert the public and its
responsible officials to environmental changes before they have reached ecological
points of no return." Berkeley Keep Jets Over the Bay P. Bd. of Port Commis. (2001) 91 Cal.
App. 4th 1344, 1354 ("Berkeley Jets'; County of Inyo v. Yorty (1973) 32 Cal.App.3d 795,
810.
Second, CEQA directs public agencies to avoid or reduce environmental damage when
possible by requiring alternatives or mitigation measures. CEQA Guidelines 5
15002(a) (2) and (3). See also, Berkeley Jets, 91 Cal. App. 4th 1344, 1354; Citi-Zens of Goleta
Valley v. Board of Supervisors (1990) 52 Cal.3d 553; Laurel Heights Improvement Assn v.
Regents of the University of California (1988) 47 Cal.3d 376, 400. The EIR serves to provide
public agencies and the public in general with information about the effect that a
proposed project is likely to have on the environment and to "identify ways that
environmental damage can be avoided or significantly reduced." CEQA Guidelines 5
15002(a)(2). If the project has a significant effect on the environment, the agency may
approve the project only upon finding that it has "eliminated or substantially lessened
all significant effects on the environment where feasible" and that any unavoidable
significant effects on the environment are "acceptable due to overriding concerns"
specified in CEQA section 21081. CEQA Guidelines § 15092(b)(2)(A—B).
While the courts review an EIR using an "abuse of discretion" standard, "the
reviewing court is not to `uncritically rely on every study or analysis presented by a
project proponent in support of its position.' A `clearly inadequate or unsupported
study is entitled to no judicial deference."' Berkeley Jets, 91 Cal.App.4th 1344, 1355
(emphasis added) (quoting Laurel Heights, 47 Cal.3d at 391, 409 fn. 12). Drawing this
line and determining whether the EIR complies with CEQA's information disclosure
requirements presents a question of law subject to independent review by the courts.
(Sierra Club P. Cnty. of Fresno (2018) 6 Cal. 502, 515; Madera Oversight Coalition, Inc. v.
County of Madera (2011) 199 Cal.App.4th 48, 102, 131.) As the court stated in Berkeley
Jets, 91 Cal. App. 4th at 1355:
A prejudicial abuse of discretion occurs "if the failure to include relevant
information precludes informed decision -making and informed public
participation, thereby thwarting the statutory goals of the EIR process.
The preparation and circulation of an EIR is more than a set of technical hurdles for
agencies and developers to overcome. The EIR's function is to ensure that
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 5 of 13
government officials who decide to build or approve a project do so with a full
understanding of the environmental consequences and, equally important, that the
public is assured those consequences have been considered. For the EIR to serve these
goals it must present information so that the foreseeable impacts of pursuing the
project can be understood and weighed, and the public must be given an adequate
opportunity to comment on that presentation before the decision to go forward is
made. Communities for a Better Environment P. Richmond (2010) 184 Cal.App.4th 70, 80
(quoting Vineyard Area Citi.Zens for Resonsible Groxtb, Inc. v. City of Rancho Cordova (2007)
40 Cal.4th 412, 449 — 450).
B. The City's Preparation of an Addendum Instead of a Project -Specific
EIR is Improper
The City prepared an Addendum for the Project, tiering off of a 2010 EIR which was
completed for the Transit Zoning Code adoption. As such, no project specific analysis
has ever been performed in the prior 2010 EIR. Instead, the City chose to prepare
project -specific analyses in an addendum, which is not intended to replace a project -
specific EIR.
Addenda are utilized as a method of further review under CEQA. An addendum to a
previous environmental impact report or negative declaration must be prepared if
minor technical changes or additions are necessary but no subsequent EIR (SEIR) or
negative declaration is required. 14 Cal. Code Regs. §15164.
CEQA Guidelines section 15164 provides: "(a) The lead agency or a responsible
agency shall prepare an addendum to a previously certified EIR if some changes or
additions are necessary but none of the conditions described in [Guideline] 15162
calling for preparation of a subsequent EIR have occurred. M ... [¶] (c) An addendum
need not be circulated for public review but can be included in or attached to the final
EIR...."
The Resources Agency's discussion of Guideline 15164 states it was "designed to
provide clear authority for an addendum as a way of making minor corrections in
EIRs ... without recirculating the EIR ...." 14 Cal. Code Regs.
§ 1 5164(discussion) (emphasis added). The Resources Agency's statement of reasons
for initially adopting Guideline 15164 states, "The concept of an addendum to an EIR
is new in the CEQA [G]uidelines, although such a device has been used by many
agencies previously. This section is designed to provide clear authority for the practice
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 6 of 13
and to encourage other agencies to use the device as a way of making minor
corrections in EIRs without recirculating the EIR. The addendum is the other side of
the coin from the supplement to an EIR. This section provides an interpretation with a
label and an explanation of the kind of document that does not need additional public
review. The need for this section was shown by the many telephone calls received in
the Resources Agency asking how to handle this situation." (Cal. Natural Resources
Agency, Amendments to the State CEQA Guidelines, Text of Adopted Amendments
with Statement of Reasons (Dec. 30, 1982), pp.100--101.)
The Project encompasses as mixed -use development consisting of two separate
buildings located on two development sites at 114 (Site A) and 117 (Site B) East Fifth
Street, which would contain a total of up to 220 residential rental units, 12,350 square
feet of commercial space, and 332 onsite parking spaces. 11/19/19 Staff Report, p. 1-
2. While the Project site is zoned Transit Zoning Code, the 2010 EIR for the Transit
Zoning Code
By the City's own admission, the Transit Zoning Code was adopted in July 2010 and
provides a framework for various development activities in a large section of central
Santa Ana, loosely bound by Flower Street, the Santa Ana (I-5) Freeway, Civic Center
Drive, Grand Avenue, and First Street. 11/19/19 Staff Report, p. 4. While the 2010
EIR for the Transit Zoning Code envisioned the development of various sites with
residential, commercial and industrial development, project specific analyses were not
included. The 2010 EIR simply did not contemplate the Project as currently proposed.
As such, the City was required to prepare an EIR, rather than an Addendum, which is
only allowed where only minor technical changes or additions are being made from the
prior EIR. Here, there was no prior EIR that analyzed the specific impacts of the
Project.
The City's blatant ignorance of the project -specific EIR requirement has dire
consequences which gravely jeopardizes the informational and public input purpose of
CEQA. Unlike an EIR, there is no public comment or circulation requirement. See 14
Cal. Code Regs. § 15164. Once an addenda is issued, it could be approved by the
decision -making body of an agency without the notifying the public. Moreover, the
City here gets away with a much curtailed analyses in the Addendum (mere 100 pages)
outside of the more rigorous and detailed EIR (which can exceed over 1,000 pages).
Also, if this were truly the case that the City did indeed complete a prior project -
specific EIR, the City would still have been required to prepare a subsequent or
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 7 of 13
supplemental EIR rather than an Addendum, which again can only be used to make
minor modifications or additions. See 14 Cal. Code Regs. §15164.
The City must prepare a project -specific EIR and circulate it for public comment
before it could contemplate approving the Project.
C. The Addendum Provides Unenforceable Transportation/Circulation
Mitigation Measures
The Addendum admits that "two [transportation/circulation] mitigations require the
approval/cooperation of the California Department of Transportation (Caltrans)."
Addendum, p. 3.8-1. The Addendum cites to Mitigation 4.11-4 of the 2010 FEIR but
does not even cite to the second mitigation measure which required Caltrans' approval
for implementation.
CEQA requires that mitigation measures must be an enforceable condition of approval
and part of the Mitigation Measure Reporting Program ("MMRP"). A lead or
responsible agency adopts mitigation measures described in the EIR when it approves
the project. The mitigation measures that are adopted must be enforceable through
conditions of approval, contracts or other means that are legally binding. Pub Res C
§21081.6(b); 14 Cal Code Regs §15126.4(a)(2). Incorporating mitigation measures into
conditions of approval is sufficient to demonstrate that the measures are enforceable.
Pub Res C §21081.6(b); Gray v County of Madera (2008) 167 Cal.AppAth 1099, 1116.
Contrary to CEQA requirements, the mitigation measures are not enforceable because
the mitigation measures require discretionary action by another, independent agency,
Caltrans. As a result, they cannot be used to support a conclusion that the Project's
transportation/circulation impacts would be reduced to a less than significant level.
See Addendum, p. 2-7.
D. The Addendum Fails to Adequately Analyze, Disclose and Mitigate the
Project's Significant Air Quality Impacts
According to Mr. Hagemann and Mr. Rosenfeld, the Addendum failed to adequately
analyze the Project's air quality impacts based on various grounds, which are explained
in full in their comment letter, which is attached hereto as Exhibit C, and
accompanying exhibits. Those points are briefly summarized below.
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 8 of 13
1. The Addendum Underestimated the Pr yect's Emissions
Mr. Hagemann and Mr. Rosenfeld state that the Addendum used unsubstantiated
input parameters to estimate project emissions. Exhibit C, p. 1-2. They explain that
the parameters inputted onto CalEEMod.2016.3.2. to calculate the Project's emissions
were incorrect and otherwise inadequate, which results in inaccurate emissions
information.
First, the Addendum fails to include all proposed land uses and as a result,
underestimated the Project's construction and operational emissions. Exhibit C, p. 2.
Specifically, the Addendum failed to include the Project's inclusion of 332 parking
spaces into the CalEEMod emissions calculation, which resulted in the failure to
account for the construction and operational emissions associated with such parking
spaces.
Next, the Addendum underestimated land use sizes by 1,000 feet of the Project's floor
surface area of the strip mall component of the Project. Exhibit C, p. 2. Moreover, the
Addendum underestimated Saturday and Sunday trip rates by approximately 59 and
320 trips, which also underestimated the emissions resulting from such trip rates
unaccounted for.
2. The Addendum Failed to Adequately Evaluate the Health Ricks Associated
with the Pr ject's Diesel Particulate Matter Emissions
According to Mr. Hagemann and Mr. Rosenfeld, diesel particulate matter (DPM)
health risk emissions was not adequately evaluated in the Addendum. The Addendum
incorrectly relied upon a Localized Significance Threshold (LST) analysis, rather than
conducting a quantified health risk assessment (HRA). Exhibit C, p. 4. Without a
quantified HRA, the Addendum's conclusion that the Project's health risk impacts will
be less than significant is unsupported. Id.
Moreover, the Addendum relies on a flawed CalEEMod model which underestimated
the excess cancer risk posed to nearby residents as a result of Project emissions.
Exhibit C, p. 4.
Finally, according to Mr. Hagemann and Mr. Rosenfeld, the omission of a quantified
HRA is inconsistent with the most recent guidance published by the Office of
Environmental Health Hazard Assessment (OEHHA), which is the organization
responsible for providing guidance on conducting HRAs in California. Exhibit C, p. 6.
OEHHA recommends all projects with construction lasting at least 2 months be
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 9 of 13
evaluated for cancer risks to nearby sensitive receptors. Id. The OEHHA also
recommends that exposure from projects with operations lasting more than 6 months
be evaluated for the duration of the project, and recommends an exposure duration of
30 years. Id. As a result, pursuant to the OEHHA guidance, the Addendum should
have evaluated health risks from Project construction and operation. Id.
Furthermore, Screening -Level HRA conducted by Mr. Hagemann and Mr. Rosenfeld
indicates that the Project will have a significant impact from DPM emissions. Exhibit
C, p. 7. The DPM emission rate during construction is 0.001368 grams per second
(g/s). Id. The DPM emissions rate during operation is 0.001125 g/s, generating
approximately 78 lbs. of DPM per year throughout the life of the Project's operation.
Id. at p. 7-8. The SCAQMD also gives a numerical threshold of 10 in one million to
evaluate projects. Id. Taking into account the age sensitivity factors, the excess cancer
risk posed to especially children and infants of the closest receptors far exceeds the
SCAQMD threshold at approximately 6.5 (adults), 58 (children),63infants) and 2.7
(third trimester of pregnancy) in one million. Id. at 10.
The City must prepare an EIR which includes an analysis of health risks that connects
the Project's air emissions with the health risk posed by those emissions.
B. The Addendum Fails to Adequately Analyze, Disclose and Mitigate the
Project's Significant Greenhouse Gas Impacts
The Addendum erroneously concludes that the Project would have less than
significant greenhouse gas (GHG) impacts, relying on the analyses indicated in the
2010 EIR for the Transit Zoning Code. According to Mr. Hagemann and Mr.
Rosenfeld, the Addendum's GHG impacts analyses are deficient for the following
reasons, which are detailed in their letter in Exhibit C, p. 11-24:
(1) The Addendum fails to demonstrate consistency with the 2010 EIR, fails to
commit to the use of the same mitigation measures provided in the 2010 EIR
(MM 4.13-8 through 4.13-23), and fails to explain how the mitigation measures
would be implemented, monitored, and enforced,
(2) The Santa Ana County CAP cannot be relied upon to determine Project
significance because it does not apply to the Project because the Project will
not be fully operational by 2020;
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 10 of 13
(3) The 2017 CARB Scoping Plan cannot be relied upon to determine Project
significance;
(4) Incorrect and unsubstantiated analysis in the Addendum demonstrates
significant GHG impact since the Project would result in a net increase of
2,231 metric tons of CO2 equivalents per year; and
(5) Updated CalEEMod analysis indicates significant impact by exceeding the
threshold of 3.9 MT CO2e/year
As a result, the City must prepare an EIR which analyzes all of the deficiencies and
issues raised by Mr. Hagemann and Mr. Rosenfeld hereinabove.
III. THE PROJECT IS INCONSISTENT WITH THE GENERAL PLAN
AND THE TRANSIT ZONING CODE
State planning and zoning laws require charter cities like the City of Santa Ana to
adopt a general plan containing all the mandatory elements set forth in Government
Code section 65302. Gov't Code §5 65700(a), 65300. Charter cities own ordinances
can require zoning ordinances and development projects' consistencies with the
applicable general plan. Id. §§ 65803, 65860(d). City of Santa Ana's own ordinances
require that development projects, including those requiring discretionary approval,
must be consistent with the general plan and any applicable specific plans. See Santa
Ana Municipal Code sections 27-21, 41-668(a)(3), 41-670(1). As such, the Project
must be consistent with the General Plan.
A. The Addendum Fails to Analyze the Project's Compliance with the
Housing Element of the General Plan
The Housing Element of the General Plan prioritizes and promotes the City to
provide affordable housing to its low to moderate income residents and workforce and
eminently stresses the importance of affordable housing in the following way:
• The Housing Element acknowledges that the demographics of the City of Santa
Ana is comprised of residents with moderate -paying occupations that average
less than $53,000 annually. Housing Element, p. 12.
• The Housing Element also provides that approximately 75% of Santa Ana
households fall in the income categories of extremely low to moderate income.
Housing Element, p. 14.
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 11 of 13
• This chapter sets forth the City's vision, goals, and the policies to facilitate and
encourage a range of housing opportunities to meet current and future housing
needs of Santa Ana's residents and workforce. Housing Element, p. 41
• As expressed in the City's vision, an adequate housing supply for our children,
our workforce, our families, and our parents is a critical goal. Housing products
and prices must also be diverse, providing a range of choices and price points
suited to the different incomes, lifestyles, and needs of residents and workforce.
Housing Element, p. 44.
• "To protect and stability residential neighborhoods, support the City's economic
base, and provide housing for the local workforce, Santa Ana is developing new
residential neighborhoods in District Centers close to the employment centers."
Housing Element, p. 15.
To implement the City's vision regarding affordable housing for its unique
demographics, the Housing Element provides the following Goals and Policies:
• Goal 2: Housing Production provides: "A diversity of quality housing,
affordability levels, and living experiences that accommodate Santa Ana's
residents and workforce of all household types, income levels, and age groups to
foster an inclusive community." Housing Element, D-7.
• Policy HE-2.3 Rental Housing: Encourage the construction of rental housing
for Santa Ana's residents and workforce, including a commitment to very low,
low, and moderate income residents and moderate income Santa Ana workers.
• HE-2.6 Affordable Component. Pursuant to the Housing Opportunity
Ordinance, require eligible rental and ownership housing projects to include at
least 15 percent of the housing units as affordable for lower and moderate
income households.
• Goal 3: Increased opportunities for low and moderate income individuals and
families to find quality housing opportunities and afford a greater choice of
rental or homeownership opportunities. Housing Element, p. 46.
• HE-3.7 Workforce Housing: Work with Orange County Business Council and
major employers to explore opportunities for creating workforce housing,
including for artists, veterans, and other residents working in Santa Ana.
Housing Element, p. 47
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 12 of 13
Many of the above -listed Policies were added or updated to reflect input the City
received from its residents and businesses, expanding on the City's commitment to
affordable housing and workforce housing via policy HE-2.6, HE-3.7 and HE-3.8 and
program 29. Housing Element, p. E-10.
The Project is not consistent with the Goals and Policies of the Housing Element
related to affordable housing. The Project merely provides 11 units or 5% to
affordable housing.
Specifically, Policy HE-2.6, consistently with the Housing Opportunity Ordinance
("HOO"), requires rental housing projects to include at least 15% of the units as
affordable to lower income households for rentals. The Addendum fails to analyze
whether the Project complies with the HOO, in addition to any of the other goals and
policies of the Housing Element.
B. The Project's Proposed Amendment to Allow Seven Stories Eviscerates
the Application of the 2010 EIR
The proposed project has a General Plan designation of District Center -Downtown
District, and both parcels are zoned Specific Development No. 84 (SD-84) in TZC —
Downtown (DT) Zone. Addendum, p. 2-16. The TZC provides that the maximum
building height for Lined Block buildings is five stories. However, one of the
Project's buildings will be seven stories in height, which requires an amendment to the
current zoning. Id.
However, the allowance of amendment of the current TPZ zoning limits to building
height eliminates even the little value the 2010 EIR has in relation to this specific
Project. In addition, if additional amendments to other developments within the TPZ
are allowed in the present and the future, what was the whole point of setting up the
TPZ in the first place? As a result of the proposed amendment of the TPZ to allow
the Project's excessive building height, whatever value the TPZ and its 2010 EIR
might have had to the Project are completely gone.
C. The Project's Inconsistency with the General Plan Also Violates CEQA
Under the CEQA Guidelines, an environmental impact report (EIR) must discuss "any
inconsistencies between the proposed project and applicable general plans, specific
plans, and regional plans." 14 Cal Code Regs §15125(d).
City of Santa Ana— First American Mixed -Use Project [114 and 117 East Fifth Street] — Comments to City Council
November 18, 2019
Page 13of13
As discussed above, the Addendum fails to provide any project -specific analysis of
whether the Project is consistent with the General Plan. As such, the City must
prepare an EIR to fully analyze the Project's consistency with the General Plan.
IV. CONCLUSION
Commenter requests that the City prepare a project specific EIR to address the
aforementioned concerns. If the City has any questions or concerns, feel free to
contact my office.
Sincerely,
9Z
Mitchell M. Tsai
Attorneys for Southwest Regional
Council of Carpenters
Air Quality and GHG Expert, Matt Hagemann, P.G., C.Hg. — C.V. (Exhibit A);
Air Quality and GHG Expert, Paul Rosenfeld, Ph.D. — C.V. (Exhibit B);
Letter from Hagemann and Rosenfeld to Cathy Lee and Mitchel M. Tsai re Comments
on the Addendum for the First American Mixed -Use Project with Exhibits (November
18, 2019) (Exhibit C)
EXHIBIT A
SWAPETechnical Consultation, Data Analysis and
Litigation Support for the Environment
Matthew F. Hagemann, P.G., C.Hg., QSD, QSP
2656 29" Street, Suite 201
Santa Monica, CA 90405
Matt Hagemann, P.G, C.Hg.
(949) 887-9013
mhagemann@swape.com
Geologic and Hydrogeologic Characterization
Investigation and Remediation Strategies
Litigation Support and Testifying Expert
Industrial Stormwater Compliance
CEQA Review
Education:
M.S. Degree, Geology, California State University Los Angeles, Los Angeles, CA,1984.
B.A. Degree, Geology, Humboldt State University, Arcata, CA,1982.
Professional Certifications:
California Professional Geologist
California Certified Hydrogeologist
Qualified SWPPP Developer and Practitioner
Professional Experience:
Matt has 30 years of experience in environmental policy, contaminant assessment and remediation,
stormwater compliance, and CEQA review. He spent nine years with the U.S. EPA in the RCRA and
Superfund programs and served as EPA's Senior Science Policy Advisor in the Western Regional
Office where he identified emerging threats to groundwater from perchlorate and MTBE. While with
EPA, Matt also served as a Senior Hydrogeologist in the oversight of the assessment of seven major
military facilities undergoing base closure. He led numerous enforcement actions under provisions of
the Resource Conservation and Recovery Act (RCRA) and directed efforts to improve hydrogeologic
characterization and water quality monitoring. For the past 15 years, as a founding partner with SWAPE,
Matt has developed extensive client relationships and has managed complex projects that include
consultation as an expert witness and a regulatory specialist, and a manager of projects ranging from
industrial stormwater compliance to CEQA review of impacts from hazardous waste, air quality and
greenhouse gas emissions.
Positions Matt has held include:
• Founding Partner, Soil/Water/Air Protection Enterprise (SWAPE) (2003 - present);
• Geology Instructor, Golden West College, 2010 - 2104, 2017;
• Senior Environmental Analyst, Komex H2O Science, Inc. (2000 -- 2003);
• Executive Director, Orange Coast Watch (2001- 2004);
• Senior Science Policy Advisor and Hydrogeologist, U.S. Environmental Protection Agency (1989-
1998);
• Hydrogeologist, National Park Service, Water Resources Division (1998 - 2000);
• Adjunct Faculty Member, San Francisco State University, Department of Geosciences (1993 -
1998);
• Instructor, College of Marin, Department of Science (1990-1995);
• Geologist, U.S. Forest Service (1986-1998); and
• Geologist, Dames & Moore (1984-1986).
Senior Regulatory and Litigation Support Analyst:
With SWAPE, Matt's responsibilities have included:
• Lead analyst and testifying expert in the review of over 300 environmental impact reports
and negative declarations since 2003 under CEQA that identify significant issues with regard
to hazardous waste, water resources, water quality, air quality, greenhouse gas emissions,
and geologic hazards. Make recommendations for additional mitigation measures to lead
agencies at the local and county level to include additional characterization of health risks
and implementation of protective measures to reduce worker exposure to hazards from
toxins and Valley Fever.
• Stormwater analysis, sampling and best management practice evaluation at more than 150 industrial
facilities.
• Expert witness on numerous cases including, for example, perfluorooctanoic acid (PFOA)
contamination of groundwater, MTBE litigation, air toxins at hazards at a school, CERCLA
compliance in assessment and remediation, and industrial stormwater contamination.
• Technical assistance and litigation support for vapor intrusion concerns.
• Lead analyst and testifying expert in the review of environmental issues in license applications
for large solar power plants before the California Energy Commission.
• Manager of a project to evaluate numerous formerly used military sites in the western U.S.
• Manager of a comprehensive evaluation of potential sources of perchlorate contamination in
Southern California drinking water wells.
• Manager and designated expert for litigation support under provisions of Proposition 65 in the
review of releases of gasoline to sources drinking water at major refineries and hundreds of gas
stations throughout California.
With Komex H2O Science Inc., Matt's duties included the following:
• Senior author of a report on the extent of perchlorate contamination that was used in testimony
by the former U.S. EPA Administrator and General Counsel.
• Senior researcher in the development of a comprehensive, electronically interactive chronology
of MTBE use, research, and regulation.
• Senior researcher in the development of a comprehensive, electronically interactive chronology
of perchlorate use, research, and regulation.
• Senior researcher in a study that estimates nationwide costs for MTBE remediation and drinking
water treatment, results of which were published in newspapers nationwide and in testimony
against provisions of an energy bill that would limit liability for oil companies.
• Research to support litigation to restore drinking water supplies that have been contaminated by
MTBE in California and New York.
2
• Expert witness testimony in a case of oil production -related contamination in Mississippi.
• Lead author for a multi -volume remedial investigation report for an operating school in Los
Angeles that met strict regulatory requirements and rigorous deadlines.
• Development of strategic approaches for cleanup of contaminated sites in consultation with
clients and regulators.
Executive Director:
As Executive Director with Orange Coast Watch, Matt led efforts to restore water quality at Orange
County beaches from multiple sources of contamination including urban runoff and the discharge of
wastewater. In reporting to a Board of Directors that included representatives from leading Orange
County universities and businesses, Matt prepared issue papers in the areas of treatment and disinfection
of wastewater and control of the discharge of grease to sewer systems. Matt actively participated in the
development of countywide water quality permits for the control of urban runoff and permits for the
discharge of wastewater. Matt worked with other nonprofits to protect and restore water quality, including
Surfrider, Natural Resources Defense Council and Orange County CoastKeeper as well as with business
institutions including the Orange County Business Council.
Hydrogeology:
As a Senior Hydrogeologist with the U.S. Environmental Protection Agency, Matt led investigations to
characterize and cleanup closing military bases, including Mare Island Naval Shipyard, Hunters Point
Naval Shipyard, Treasure Island Naval Station, Alameda Naval Station, Moffett Field, Mather Army
Airfield, and Sacramento Army Depot. Specific activities were as follows:
• Led efforts to model groundwater flow and contaminant transport, ensured adequacy of
monitoring networks, and assessed cleanup alternatives for contaminated sediment, soil, and
groundwater.
• Initiated a regional program for evaluation of groundwater sampling practices and laboratory
analysis at military bases.
• Identified emerging issues, wrote technical guidance, and assisted in policy and regulation
development through work on four national U.S. EPA workgroups, including the Superfund
Groundwater Technical Forum and the Federal Facilities Forum.
At the request of the State of Hawaii, Matt developed a methodology to determine the vulnerability of
groundwater to contamination on the islands of Maui and Oahu. He used analytical models and a GIS to
show zones of vulnerability, and the results were adopted and published by the State of Hawaii and
County of Maui.
As a hydrogeologist with the EPA Groundwater Protection Section, Matt worked with provisions of the
Safe Drinking Water Act and NEPA to prevent drinking water contamination. Specific activities included
the following:
• Received an EPA Bronze Medal for his contribution to the development of national guidance for
the protection of drinking water.
• Managed the Sole Source Aquifer Program and protected the drinking water of two communities
through designation under the Safe Drinking Water Act. He prepared geologic reports, conducted
3
public hearings, and responded to public comments from residents who were very concerned
about the impact of designation.
Reviewed a number of Environmental Impact Statements for planned major developments,
including large hazardous and solid waste disposal facilities, mine reclamation, and water
transfer.
Matt served as a hydrogeologist with the RCRA Hazardous Waste program. Duties were as follows:
• Supervised the hydrogeologic investigation of hazardous waste sites to determine compliance
with Subtitle C requirements.
• Reviewed and wrote "part B" permits for the disposal of hazardous waste.
• Conducted RCRA Corrective Action investigations of waste sites and led inspections that formed
the basis for significant enforcement actions that were developed in close coordination with U.S.
EPA legal counsel.
• Wrote contract specifications and supervised contractor's investigations of waste sites.
With the National Park Service, Matt directed service -wide investigations of contaminant sources to
prevent degradation of water quality, including the following tasks:
• Applied pertinent laws and regulations including CERCLA, RCRA, NEPA, NRDA, and the
Clean Water Act to control military, mining, and landfill contaminants.
• Conducted watershed -scale investigations of contaminants at parks, including Yellowstone and
Olympic National Park.
• Identified high -levels of perchlorate in soil adjacent to a national park in New Mexico
and advised park superintendent on appropriate response actions under CERCLA.
• Served as a Park Service representative on the Interagency Perchlorate Steering Committee, a
national workgroup.
• Developed a program to conduct environmental compliance audits of all National Parks while
serving on a national workgroup.
• Co-authored two papers on the potential for water contamination from the operation of personal
watercraft and snowmobiles, these papers serving as the basis for the development of nation-
wide policy on the use of these vehicles in National Parks.
• Contributed to the Federal Multi -Agency Source Water Agreement under the Clean Water
Action Plan.
Policy:
Served senior management as the Senior Science Policy Advisor with the U.S. Environmental Protection
Agency, Region 9.
Activities included the following:
• Advised the Regional Administrator and senior management on emerging issues such as the
potential for the gasoline additive MTBE and ammonium perchlorate to contaminate drinking
water supplies.
• Shaped EPA's national response to these threats by serving on workgroups and by contributing
to guidance, including the Office of Research and Development publication, Oxygenates in
Water: Critical Information and Research Needs.
• Improved the technical training of EPA's scientific and engineering staff.
• Earned an EPA Bronze Medal for representing the region's 300 scientists and engineers in
negotiations with the Administrator and senior management to better integrate scientific
4
principles into the policy -making process.
• Established national protocol for the peer review of scientific documents.
Geology
With the U.S. Forest Service, Matt led investigations to determine hillslope stability of areas proposed for
timber harvest in the central Oregon Coast Range. Specific activities were as follows:
Mapped geology in the field, and used aerial photographic interpretation and mathematical
models to determine slope stability.
Coordinated his research with community members who were concerned with natural resource
protection.
Characterized the geology of an aquifer that serves as the sole source of drinking water for the
city of Medford, Oregon.
As a consultant with Dames and Moore, Matt led geologic investigations of two contaminated sites (later
listed on the Superfund NPL) in the Portland, Oregon, area and a large hazardous waste site in eastern
Oregon. Duties included the following:
Supervised year -long effort for soil and groundwater sampling.
Conducted aquifer tests.
Investigated active faults beneath sites proposed for hazardous waste disposal.
Teaching:
From 1990 to 1998, Matt taught at least one course per semester at the community college and university
levels:
• At San Francisco State University, held an adjunct faculty position and taught courses in
environmental geology, oceanography (lab and lecture), hydrogeology, and groundwater
contamination.
• Served as a committee member for graduate and undergraduate students.
• Taught courses in environmental geology and oceanography at the College of Marin.
Matt is currently a part time geology instructor at Golden West College in Huntington Beach, California
where he taught from 2010 to 2014 and in 2017.
Invited Testimony, Reports, Papers and Presentations:
Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Presentation to the Public
Environmental Law Conference, Eugene, Oregon.
Hagemann, M.F., 2008. Disclosure of Hazardous Waste Issues under CEQA. Invited presentation to U.S.
EPA Region 9, San Francisco, California.
Hagemann, M.F., 2005. Use of Electronic Databases in Environmental Regulation, Policy Making and
Public Participation. Brownfields 2005, Denver, Coloradao.
Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water
in Nevada and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust, Las
Vegas, NV (served on conference organizing committee).
5
Hagemann, M.F., 2004. Invited testimony to a California Senate committee hearing on air toxins at
schools in Southern California, Los Angeles.
Brown, A., Farrow, J., Gray, A. and Hagemann, M., 2004. An Estimate of Costs to Address MTBE
Releases from Underground Storage Tanks and the Resulting Impact to Drinking Water Wells.
Presentation to the Ground Water and Environmental Law Conference, National Groundwater
Association.
Hagemann, M.F., 2004. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water
in Arizona and the Southwestern U.S. Presentation to a meeting of the American Groundwater Trust,
Phoenix, AZ (served on conference organizing committee).
Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River and Impacts to Drinking Water
in the Southwestern U.S. Invited presentation to a special committee meeting of the National Academy
of Sciences, Irvine, CA.
Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a
tribal EPA meeting, Pechanga, CA.
Hagemann, M.F., 2003. Perchlorate Contamination of the Colorado River. Invited presentation to a
meeting of tribal repesentatives, Parker, AZ.
Hagemann, M.F., 2003. Impact of Perchlorate on the Colorado River and Associated Drinking Water
Supplies. Invited presentation to the Inter -Tribal Meeting, Torres Martinez Tribe.
Hagemann, M.F., 2003. The Emergence of Perchlorate as a Widespread Drinking Water Contaminant.
Invited presentation to the U.S. EPA Region 9.
Hagemann, M.F., 2003. A Deductive Approach to the Assessment of Perchlorate Contamination. Invited
presentation to the California Assembly Natural Resources Committee.
Hagemann, M.F., 2003. Perchlorate: A Cold War Legacy in Drinking Water. Presentation to a meeting of
the National Groundwater Association.
Hagemann, M.F., 2002. From Tank to Tap: A Chronology of MTBE in Groundwater. Presentation to a
meeting of the National Groundwater Association.
Hagemann, M.F., 2002. A Chronology of MTBE in Groundwater and an Estimate of Costs to Address
Impacts to Groundwater. Presentation to the annual meeting of the Society of Environmental
Journalists.
Hagemann, M.F., 2002. An Estimate of the Cost to Address MTBE Contamination in Groundwater
(and Who Will Pay). Presentation to a meeting of the National Groundwater Association.
Hagemann, M.F., 2002. An Estimate of Costs to Address MTBE Releases from Underground Storage
Tanks and the Resulting Impact to Drinking Water Wells. Presentation to a meeting of the U.S. EPA and
State Underground Storage Tank Program managers.
Hagemann, M.F., 2001. From Tank to Tap: A Chronology of MTBE in Groundwater. Unpublished
report.
Hagemann, M.F., 2001. Estimated Cleanup Cost for MTBE in Groundwater Used as Drinking Water.
Unpublished report.
Hagemann, M.F., 2001. Estimated Costs to Address MTBE Releases from Leaking Underground Storage
Tanks. Unpublished report.
Hagemann, M.F., and VanMouwerik, M., 1999. Potential W a t e r Quality Concerns Related
to Snowmobile Usage. Water Resources Division, National Park Service, Technical Report.
VanMouwerik, M. and Hagemann, M.F. 1999, Water Quality Concerns Related to Personal Watercraft
Usage. Water Resources Division, National Park Service, Technical Report.
Hagemann, M.F., 1999, Is Dilution the Solution to Pollution in National Parks? The George Wright
Society Biannual Meeting, Asheville, North Carolina.
Hagemann, M.F., 1997, The Potential for MTBE to Contaminate Groundwater. U.S. EPA Superfund
Groundwater Technical Forum Annual Meeting, Las Vegas, Nevada.
Hagemann, M.F., and Gill, M., 1996, Impediments to Intrinsic Remediation, Moffett Field Naval Air
Station, Conference on Intrinsic Remediation of Chlorinated Hydrocarbons, Salt Lake City.
Hagemann, M.F., Fukunaga, G.L.,1996, The Vulnerability of Groundwater to Anthropogenic
Contaminants on the Island of Maui, Hawaii. Hawaii Water Works Association Annual Meeting, Maui,
October 1996.
Hagemann, M. F., Fukanaga, G. L.,1996, Ranking Groundwater Vulnerability in Central Oahu,
Hawaii. Proceedings, Geographic Information Systems in Environmental Resources Management, Air
and Waste Management Association Publication VIP-61.
Hagemann, M.F., 1994. Groundwater Characterization and Cleanup at Closing Military Bases
in California. Proceedings, California Groundwater Resources Association Meeting.
Hagemann, M.F. and Sabol, M.A., 1993. Role of the U.S. EPA in the High Plains States Groundwater
Recharge Demonstration Program. Proceedings, Sixth Biennial Symposium on the Artificial Recharge of
Groundwater.
Hagemann, M.F., 1993. U.S. EPA Policy on the Technical Impracticability of the Cleanup of DNAPL-
contaminated Groundwater. California Groundwater Resources Association Meeting.
7
Hagemann, M.F., 1992. Dense Nonaqueous Phase Liquid Contamination of Groundwater: An Ounce of
Prevention... Proceedings, Association of Engineering Geologists Annual Meeting, v. 35.
Other Experience:
Selected as subject matter expert for the California Professional Geologist licensing examinations,
2009-2011.
M
EXHIBIT B
S WA P E Technical Consultation, Data Analysis and
Litigation Support for the Environment
Paul Rosenfeld, Ph.D.
Principal Environmental Chemist
Education
SOIL WATER AIR PROTECTION ENTERPRISE
2656 29th Street, Suite 201
Santa Monica, California 90405
Attn: Paul Rosenfeld, Ph.D.
Mobil: (310) 795-2335
Office: (310) 452-5555
Fax: (310) 452-5550
Email: prosenfeld(i�swauexom
Chemical Fate and Transport & Air Dispersion Modeling
Risk Assessment & Remediation Specialist
Ph.D. Soil Chemistry, University of Washington, 1999. Dissertation on volatile organic compound filtration.
M.S. Environmental Science, U.C. Berkeley, 1995. Thesis on organic waste economics.
B.A. Environmental Studies, U.C. Santa Barbara, 1991. Thesis on wastewater treatment.
Professional Experience
Dr. Rosenfeld has over 25 years' experience conducting environmental investigations and risk assessments for
evaluating impacts to human health, property, and ecological receptors. His expertise focuses on the fate and
transport of environmental contaminants, human health risk, exposure assessment, and ecological restoration. Dr.
Rosenfeld has evaluated and modeled emissions from unconventional oil drilling operations, oil spills, landfills,
boilers and incinerators, process stacks, storage tanks, confined animal feeding operations, and many other industrial
and agricultural sources. His project experience ranges from monitoring and modeling of pollution sources to
evaluating impacts of pollution on workers at industrial facilities and residents in surrounding communities.
Dr. Rosenfeld has investigated and designed remediation programs and risk assessments for contaminated sites
containing lead, heavy metals, mold, bacteria, particulate matter, petroleum hydrocarbons, chlorinated solvents,
pesticides, radioactive waste, dioxins and furans, semi- and volatile organic compounds, PCBs, PAHs, perchlorate,
asbestos, per- and poly-fluoroalkyl substances (PFOA/PFOS), unusual polymers, fuel oxygenates (MTBE), among
other pollutants. Dr. Rosenfeld also has experience evaluating greenhouse gas emissions from various projects and is
an expert on the assessment of odors from industrial and agricultural sites, as well as the evaluation of odor nuisance
impacts and technologies for abatement of odorous emissions. As a principal scientist at SWAPE, Dr. Rosenfeld
directs air dispersion modeling and exposure assessments. He has served as an expert witness and testified about
pollution sources causing nuisance and/or personal injury at dozens of sites and has testified as an expert witness on
more than ten cases involving exposure to air contaminants from industrial sources.
Paul E. Rosenfeld, Ph.D. Page 1 of 10 June 2019
Professional History:
Soil Water Air Protection Enterprise (SWAPE); 2003 to present; Principal and Founding Partner
UCLA School of Public Health; 2007 to 2011; Lecturer (Assistant Researcher)
UCLA School of Public Health; 2003 to 2006; Adjunct Professor
UCLA Environmental Science and Engineering Program; 2002-2004; Doctoral Intern Coordinator
UCLA Institute of the Environment, 2001-2002; Research Associate
Komex H2O Science, 2001 to 2003; Senior Remediation Scientist
National Groundwater Association, 2002-2004; Lecturer
San Diego State University, 1999-2001; Adjunct Professor
Anteon Corp., San Diego, 2000-2001; Remediation Project Manager
Ogden (now Amec), San Diego, 2000-2000; Remediation Project Manager
Bechtel, San Diego, California, 1999 — 2000; Risk Assessor
King County, Seattle, 1996 — 1999; Scientist
James River Corp., Washington, 1995-96; Scientist
Big Creek Lumber, Davenport, California, 1995; Scientist
Plumas Corp., California and USFS, Tahoe 1993-1995; Scientist
Peace Corps and World Wildlife Fund, St. Kitts, West Indies, 1991-1993; Scientist
Publications:
Remy, L.L., Clay T., Byers, V., Rosenfeld P. E. (2019) Hospital, Health, and Community Burden After Oil
Refinery Fires, Richmond, California 2007 and 2012. Environmental Health. 18:48
Simons, R.A., Seo, Y. Rosenfeld, P., (2015) Modeling the Effect of Refinery Emission On Residential Property
Value. Journal of Real Estate Research. 27(3):321-342
Chen, J. A, Zapata A. R., Sutherland A. J., Molmen, D.R., Chow, B. S., Wu, L. E., Rosenfeld, P. E., Hesse, R. C.,
(2012) Sulfur Dioxide and Volatile Organic Compound Exposure To A Community In Texas City Texas Evaluated
Using Aermod and Empirical Data. American Journal of Environmental Science, 8(6), 622-632.
Rosenfeld, P.E. & Feng, L. (2011). The Risks of Hazardous Waste. Amsterdam: Elsevier Publishing.
Cheremisinoff, N.P., & Rosenfeld, P.E. (2011). Handbook of Pollution Prevention and Cleaner Production: Best
Practices in the Agrochemical Industry, Amsterdam: Elsevier Publishing.
Gonzalez, J., Feng, L., Sutherland, A., Waller, C., Sok, H., Hesse, R., Rosenfeld, P. (2010). PCBs and
Dioxins/Furans in Attic Dust Collected Near Former PCB Production and Secondary Copper Facilities in Sauget, IL.
Procedia Environmental Sciences. 113-125.
Feng, L., Wu, C., Tam, L., Sutherland, A.J., Clark, J.J., Rosenfeld, P.E. (2010). Dioxin and Furan Blood Lipid and
Attic Dust Concentrations in Populations Living Near Four Wood Treatment Facilities in the United States. Journal
of Environmental Health. 73(6), 34-46.
Cheremisinoff, N.P., & Rosenfeld, P.E. (2010). Handbook of Pollution Prevention and Cleaner Production: Best
Practices in the Wood and Paper Industries. Amsterdam: Elsevier Publishing.
Cheremisinoff, N.P., & Rosenfeld, P.E. (2009). Handbook of Pollution Prevention and Cleaner Production: Best
Practices in the Petroleum Industry. Amsterdam: Elsevier Publishing.
Wu, C., Tam, L., Clark, J., Rosenfeld, P. (2009). Dioxin and furan blood lipid concentrations in populations living
near four wood treatment facilities in the United States. WIT Transactions on Ecology and the Environment, Air
Pollution, 123 (17), 319-327.
Paul E. Rosenfeld, Ph.D. Page 2 of 10 June 2019
Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). A Statistical Analysis Of Attic Dust And Blood Lipid
Concentrations Of Tetrachloro-p-Dibenzodioxin (TCDD) Toxicity Equivalency Quotients (TEQ) In Two
Populations Near Wood Treatment Facilities. Organohalogen Compounds, 70, 002252-002255.
Tam L. K.., Wu C. D., Clark J. J. and Rosenfeld, P.E. (2008). Methods For Collect Samples For Assessing Dioxins
And Other Environmental Contaminants In Attic Dust: A Review. Organohalogen Compounds, 70, 000527-
000530.
Hensley, A.R. A. Scott, J. J. J. Clark, Rosenfeld, P.E. (2007). Attic Dust and Human Blood Samples Collected near
a Former Wood Treatment Facility. Environmental Research. 105, 194-197.
Rosenfeld, P.E., J. J. J. Clark, A. R. Hensley, M. Suffet. (2007). The Use of an Odor Wheel Classification for
Evaluation of Human Health Risk Criteria for Compost Facilities. Water Science & Technology 55(5), 345-357.
Rosenfeld, P. E., M. Suffet. (2007). The Anatomy Of Odour Wheels For Odours Of Drinking Water, Wastewater,
Compost And The Urban Environment. Water Science & Technology 55(5), 335-344.
Sullivan, P. J. Clark, J.J.J., Agardy, F. J., Rosenfeld, P.E. (2007). Toxic Legacy, Synthetic Toxins in the Food,
Water, and Air in American Cities. Boston Massachusetts: Elsevier Publishing
Rosenfeld, P.E., and Suffet I.H. (2004). Control of Compost Odor Using High Carbon Wood Ash. Water Science
and Technology. 49(9),171-178.
Rosenfeld P. E., J.J. Clark, I.H. (Mel) Suffet (2004). The Value of An Odor -Quality -Wheel Classification Scheme
For The Urban Environment. Water Environment Federation's Technical Exhibition and Conference (WEFTEC)
2004. New Orleans, October 2-6, 2004.
Rosenfeld, P.E., and Suffet, I.H. (2004). Understanding Odorants Associated With Compost, Biomass Facilities,
and the Land Application of Biosolids. Water Science and Technology. 49(9), 193-199.
Rosenfeld, P.E., and Suffet I.H. (2004). Control of Compost Odor Using High Carbon Wood Ash, Water Science
and Technology, 49( 9), 171-178.
Rosenfeld, P. E., Grey, M. A., Sellew, P. (2004). Measurement of Biosolids Odor and Odorant Emissions from
Windrows, Static Pile and Biofilter. Water Environment Research. 76(4), 310-315.
Rosenfeld, P.E., Grey, M and Suffet, M. (2002). Compost Demonstration Project, Sacramento California Using
High -Carbon Wood Ash to Control Odor at a Green Materials Composting Facility. Integrated Waste Management
Board Public Affairs Office, Publications Clearinghouse (MS-6), Sacramento, CA Publication #442-02-008.
Rosenfeld, P.E., and C.L. Henry. (2001). Characterization of odor emissions from three different biosolids. Water
Soil and Air Pollution. 127(1-4), 173-191.
Rosenfeld, P.E., and Henry C. L., (2000). Wood ash control of odor emissions from biosolids application. Journal
of Environmental Quality. 29, 1662-1668.
Rosenfeld, P.E., C.L. Henry and D. Bennett. (2001). Wastewater dewatering polymer affect on biosolids odor
emissions and microbial activity. Water Environment Research. 73(4), 363-367.
Rosenfeld, P.E., and C.L. Henry. (2001). Activated Carbon and Wood Ash Sorption of Wastewater, Compost, and
Biosolids Odorants. Water Environment Research, 73, 388-393.
Rosenfeld, P.E., and Henry C. L., (2001). High carbon wood ash effect on biosolids microbial activity and odor.
Water Environment Research. 131(1-4), 247-262.
Paul E. Rosenfeld, Ph.D. Page 3 of 10 June 2019
Chollack, T. and P. Rosenfeld. (1998). Compost Amendment Handbook For Landscaping. Prepared for and
distributed by the City of Redmond, Washington State.
Rosenfeld, P. E. (1992). The Mount Liamuiga Crater Trail. Heritage Magazine of St. Kitts, 3(2).
Rosenfeld, P. E. (1993). High School Biogas Project to Prevent Deforestation On St. Kitts. Biomass Users
Network, 7(1).
Rosenfeld, P. E. (1998). Characterization, Quantification, and Control of Odor Emissions From Biosolids
Application To Forest Soil. Doctoral Thesis. University of Washington College of Forest Resources.
Rosenfeld, P. E. (1994). Potential Utilization of Small Diameter Trees on Sierra County Public Land. Masters
thesis reprinted by the Sierra County Economic Council. Sierra County, California.
Rosenfeld, P. E. (1991). How to Build a Small Rural Anaerobic Digester & Uses Of Biogas In The First And Third
World. Bachelors Thesis. University of California.
Presentations:
Rosenfeld, P.E., Sutherland, A; Hesse, R.; Zapata, A. (October 3-6, 2013). Air dispersion modeling of volatile
organic emissions from multiple natural gas wells in Decatur, TX. 44th Western Regional Meeting, American
Chemical Society. Lecture conducted from Santa Clara, CA.
Sok, H.L.; Waller, C.C.; Feng, L.; Gonzalez, J.; Sutherland, A.J.; Wisdom -Stack, T.; Sahai, R.K.; Hesse, R.C.;
Rosenfeld, P.E. (June 20-23, 2010). Atrazine: A Persistent Pesticide in Urban Drinking Water.
Urban Environmental Pollution. Lecture conducted from Boston, MA.
Feng, L.; Gonzalez, J.; Sok, H.L.; Sutherland, A.J.; Waller, C.C.; Wisdom -Stack, T.; Sahai, R.K.; La, M.; Hesse,
R.C.; Rosenfeld, P.E. (June 20-23, 2010). Bringing Environmental Justice to East St. Louis,
Illinois. Urban Environmental Pollution. Lecture conducted from Boston, MA.
Rosenfeld, P.E. (April 19-23, 2009). Perfluoroctanoic Acid (PFOA) and Perfluoroactane Sulfonate (PFOS)
Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the United
States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting, Lecture conducted
from Tuscon, AZ.
Rosenfeld, P.E. (April 19-23, 2009). Cost to Filter Atrazine Contamination from Drinking Water in the United
States" Contamination in Drinking Water From the Use of Aqueous Film Forming Foams (AFFF) at Airports in the
United States. 2009 Ground Water Summit and 2009 Ground Water Protection Council Spring Meeting. Lecture
conducted from Tuscon, AZ.
Wu, C., Tam, L., Clark, J., Rosenfeld, P. (20-22 July, 2009). Dioxin and furan blood lipid concentrations in
populations living near four wood treatment facilities in the United States. Brebbia, C.A. and Popov, V., eds., Air
Pollution XVII: Proceedings of the Seventeenth International Conference on Modeling, Monitoring and
Management of Air Pollution. Lecture conducted from Tallinn, Estonia.
Rosenfeld, P. E. (October 15-18, 2007). Moss Point Community Exposure To Contaminants From A Releasing
Facility. The 231 Annual International Conferences on Soils Sediment and Water. Platform lecture conducted from
University of Massachusetts, Amherst MA.
Rosenfeld, P. E. (October 15-18, 2007). The Repeated Trespass of Tritium -Contaminated Water Into A
Surrounding Community Form Repeated Waste Spills From A Nuclear Power Plant. The 23' Annual International
Conferences on Soils Sediment and Water. Platform lecture conducted from University of Massachusetts, Amherst
MA.
Paul E. Rosenfeld, Ph.D. Page 4 of 10 June 2019
Rosenfeld, P. E. (October 15-18, 2007). Somerville Community Exposure To Contaminants From Wood Treatment
Facility Emissions. The 231 Annual International Conferences on Soils Sediment and Water. Lecture conducted
from University of Massachusetts, Amherst MA.
Rosenfeld P. E. (March 2007). Production, Chemical Properties, Toxicology, & Treatment Case Studies of 1,2,3-
Trichloropropane (TCP). The Association for Environmental Health and Sciences (AEHS) Annual Meeting. Lecture
conducted from San Diego, CA.
Rosenfeld P. E. (March 2007). Blood and Attic Sampling for Dioxin/Furan, PAH, and Metal Exposure in Florala,
Alabama. The AEHS Annual Meeting. Lecture conducted from San Diego, CA.
Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (August 21 — 25, 2006). Dioxin Containing Attic Dust And
Human Blood Samples Collected Near A Former Wood Treatment Facility. The 26th International Symposium on
Halogenated Persistent Organic Pollutants — DIOWN2006. Lecture conducted from Radisson SAS Scandinavia
Hotel in Oslo Norway.
Hensley A.R., Scott, A., Rosenfeld P.E., Clark, J.J.J. (November 4-8, 2006). Dioxin Containing Attic Dust And
Human Blood Samples Collected Near A Former Wood Treatment Facility. APHA 134 Annual Meeting &
Exposition. Lecture conducted from Boston Massachusetts.
Paul Rosenfeld Ph.D. (October 24-25, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals.
Mealey's C8/PFOA. Science, Risk & Litigation Conference. Lecture conducted from The Rittenhouse Hotel,
Philadelphia, PA.
Paul Rosenfeld Ph.D. (September 19, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human
Ingestion, Toxicology and Remediation PEMA Emerging Contaminant Conference. Lecture conducted from Hilton
Hotel, Irvine California.
Paul Rosenfeld Ph.D. (September 19, 2005). Fate, Transport, Toxicity, And Persistence of 1,2,3-TCP. PEMA
Emerging Contaminant Conference. Lecture conducted from Hilton Hotel in Irvine, California.
Paul Rosenfeld Ph.D. (September 26-27, 2005). Fate, Transport and Persistence of PDBEs. Mealey's Groundwater
Conference. Lecture conducted from Ritz Carlton Hotel, Marina Del Ray, California.
Paul Rosenfeld Ph.D. (June 7-8, 2005). Fate, Transport and Persistence of PFOA and Related Chemicals.
International Society of Environmental Forensics: Focus On Emerging Contaminants. Lecture conducted from
Sheraton Oceanfront Hotel, Virginia Beach, Virginia.
Paul Rosenfeld Ph.D. (July 21-22, 2005). Fate Transport, Persistence and Toxicology of PFOA and Related
Perfluorochemicals. 2005 National Groundwater Association Ground Water And Environmental Law Conference.
Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland.
Paul Rosenfeld Ph.D. (July 21-22, 2005). Brominated Flame Retardants in Groundwater: Pathways to Human
Ingestion, Toxicology and Remediation. 2005 National Groundwater Association Ground Water and
Environmental Law Conference. Lecture conducted from Wyndham Baltimore Inner Harbor, Baltimore Maryland.
Paul Rosenfeld, Ph.D. and James Clark Ph.D. and Rob Hesse R.G. (May 5-6, 2004). Tert-butyl Alcohol Liability
and Toxicology, A National Problem and Unquantified Liability. National Groundwater Association. Environmental
Law Conference. Lecture conducted from Congress Plaza Hotel, Chicago Illinois.
Paul Rosenfeld, Ph.D. (March 2004). Perchlorate Toxicology. Meeting of the American Groundwater Trust.
Lecture conducted from Phoenix Arizona.
Hagemann, M.F., Paul Rosenfeld, Ph.D. and Rob Hesse (2004). Perchlorate Contamination of the Colorado River.
Meeting of tribal representatives. Lecture conducted from Parker, AZ.
Paul E. Rosenfeld, Ph.D. Page 5 of 10 June 2019
Paul Rosenfeld, Ph.D. (April 7, 2004). A National Damage Assessment Model For PCE and Dry Cleaners.
Drycleaner Symposium. California Ground Water Association. Lecture conducted from Radison Hotel, Sacramento,
California.
Rosenfeld, P. E., Grey, M., (June 2003) Two stage biofilter for biosolids composting odor control. Seventh
International In Situ And On Site Bioremediation Symposium Battelle Conference Orlando, FL.
Paul Rosenfeld, Ph.D. and James Clark Ph.D. (February 20-21, 2003) Understanding Historical Use, Chemical
Properties, Toxicity and Regulatory Guidance of 1,4 Dioxane. National Groundwater Association. Southwest Focus
Conference. Water Supply and Emerging Contaminants.. Lecture conducted from Hyatt Regency Phoenix Arizona.
Paul Rosenfeld, Ph.D. (February 6-7, 2003). Underground Storage Tank Litigation and Remediation. California
CUPA Forum. Lecture conducted from Marriott Hotel, Anaheim California.
Paul Rosenfeld, Ph.D. (October 23, 2002) Underground Storage Tank Litigation and Remediation. EPA
Underground Storage Tank Roundtable. Lecture conducted from Sacramento California.
Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Understanding Odor from Compost, Wastewater and
Industrial Processes. Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water
Association. Lecture conducted from Barcelona Spain.
Rosenfeld, P.E. and Suffet, M. (October 7- 10, 2002). Using High Carbon Wood Ash to Control Compost Odor.
Sixth Annual Symposium On Off Flavors in the Aquatic Environment. International Water Association. Lecture
conducted from Barcelona Spain.
Rosenfeld, P.E. and Grey, M. A. (September 22-24, 2002). Biocycle Composting For Coastal Sage Restoration.
Northwest Biosolids Management Association. Lecture conducted from Vancouver Washington..
Rosenfeld, P.E. and Grey, M. A. (November 11-14, 2002). Using High -Carbon Wood Ash to Control Odor at a
Green Materials Composting Facility. Soil Science Society Annual Conference. Lecture conducted from
Indianapolis, Maryland.
Rosenfeld. P.E. (September 16, 2000). Two stage biofilter for biosolids composting odor control. Water
Environment Federation. Lecture conducted from Anaheim California.
Rosenfeld. P.E. (October 16, 2000). Wood ash and biofilter control of compost odor. Biofest. Lecture conducted
from Ocean Shores, California.
Rosenfeld, P.E. (2000). Bioremediation Using Organic Soil Amendments. California Resource Recovery
Association. Lecture conducted from Sacramento California.
Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur
Emissions Following Biosolids Incorporation With High -Carbon Wood -Ash. Water Environment Federation 12th
Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue
Washington.
Rosenfeld, P.E., and C.L. Henry. (1999). An evaluation of ash incorporation with biosolids for odor reduction. Soil
Science Society of America. Lecture conducted from Salt Lake City Utah.
Rosenfeld, P.E., C.L. Henry, R. Harrison. (1998). Comparison of Microbial Activity and Odor Emissions from
Three Different Biosolids Applied to Forest Soil. Brown and Caldwell. Lecture conducted from Seattle Washington.
Rosenfeld, P.E., C.L. Henry. (1998). Characterization, Quantification, and Control of Odor Emissions from
Biosolids Application To Forest Soil. Biofest. Lecture conducted from Lake Chelan, Washington.
Paul E. Rosenfeld, Ph.D. Page 6 of 10 June 2019
Rosenfeld, P.E, C.L. Henry, R. Harrison. (1998). Oat and Grass Seed Germination and Nitrogen and Sulfur
Emissions Following Biosolids Incorporation With High -Carbon Wood -Ash. Water Environment Federation 12th
Annual Residuals and Biosolids Management Conference Proceedings. Lecture conducted from Bellevue
Washington.
Rosenfeld, P.E., C.L. Henry, R. B. Harrison, and R. Dills. (1997). Comparison of Odor Emissions From Three
Different Biosolids Applied to Forest Soil. Soil Science Society of America. Lecture conducted from Anaheim
California.
Teaching Experience:
UCLA Department of Environmental Health (Summer 2003 through 20010) Taught Environmental Health Science
100 to students, including undergrad, medical doctors, public health professionals and nurses. Course focused on
the health effects of environmental contaminants.
National Ground Water Association, Successful Remediation Technologies. Custom Course in Sante Fe, New
Mexico. May 21, 2002. Focused on fate and transport of fuel contaminants associated with underground storage
tanks.
National Ground Water Association; Successful Remediation Technologies Course in Chicago Illinois. April 1,
2002. Focused on fate and transport of contaminants associated with Superfund and RCRA sites.
California Integrated Waste Management Board, April and May, 2001. Alternative Landfill Caps Seminar in San
Diego, Ventura, and San Francisco. Focused on both prescriptive and innovative landfill cover design.
UCLA Department of Environmental Engineering, February 5, 2002. Seminar on Successful Remediation
Technologies focusing on Groundwater Remediation.
University Of Washington, Soil Science Program, Teaching Assistant for several courses including: Soil Chemistry,
Organic Soil Amendments, and Soil Stability.
U.C. Berkeley, Environmental Science Program Teaching Assistant for Environmental Science 10.
Academic Grants Awarded:
California Integrated Waste Management Board. $41,000 grant awarded to UCLA Institute of the Environment.
Goal: To investigate effect of high carbon wood ash on volatile organic emissions from compost. 2001.
Synagro Technologies, Corona California: $10,000 grant awarded to San Diego State University.
Goal: investigate effect of biosolids for restoration and remediation of degraded coastal sage soils. 2000.
King County, Department of Research and Technology, Washington State. $100,000 grant awarded to University of
Washington: Goal: To investigate odor emissions from biosolids application and the effect of polymers and ash on
VOC emissions. 1998.
Northwest Biosolids Management Association, Washington State. $20,000 grant awarded to investigate effect of
polymers and ash on VOC emissions from biosolids. 1997.
James River Corporation, Oregon: $10,000 grant was awarded to investigate the success of genetically engineered
Poplar trees with resistance to round -up. 1996.
United State Forest Service, Tahoe National Forest: $15,000 grant was awarded to investigating fire ecology of the
Tahoe National Forest. 1995.
Kellogg Foundation, Washington D.C. $500 grant was awarded to construct a large anaerobic digester on St. Kitts
in West Indies. 1993
Paul E. Rosenfeld, Ph.D. Page 7 of 10 June 2019
Deposition and/or Trial Testimony:
In the United States District Court For The District of New Jersey
Duarte et al, Plaintiffs, vs. United States Metals Refining Company et. al. Defendant.
Case No.: 2:17-cv-01624-ES-SCM
Rosenfeld Deposition. 6-7-2019
In the United States District Court of Southern District of Texas Galveston Division
M/T Carla Maersk, Plaintiffs, vs. Conti 168., Schiffahrts-GMBH & Co. Bulker KG MS "Conti Perdido'
Defendant.
Case No.: 3:15-CV-00106 consolidated with 3:15-CV-00237
Rosenfeld Deposition. 5-9-2019
In The Superior Court of the State of California In And For The County Of Los Angeles — Santa Monica
Carole-Taddeo-Bates et al., vs. Ifran Khan et al., Defendants
Case No.: No. BC615636
Rosenfeld Deposition, 1-26-2019
In The Superior Court of the State of California In And For The County Of Los Angeles — Santa Monica
The San Gabriel Valley Council of Governments et al. vs El Adobe Apts. Inc. et al., Defendants
Case No.: No. BC646857
Rosenfeld Deposition, 10-6-2018; Trial 3-7-19
In United States District Court For The District of Colorado
Bells et al. Plaintiff vs. The 3M Company et al., Defendants
Case: No 1:16-cv-02531-RBJ
Rosenfeld Deposition, 3-15-2018 and 4-3-2018
In The District Court Of Regan County, Texas, 112' Judicial District
Phillip Bales et al., Plaintiff vs. Dow Agrosciences, LLC, et al., Defendants
Cause No 1923
Rosenfeld Deposition, 11-17-2017
In The Superior Court of the State of California In And For The County Of Contra Costa
Simons et al., Plaintiffs vs. Chevron Corporation, et al., Defendants
Cause No C12-01481
Rosenfeld Deposition, 11-20-2017
In The Circuit Court Of The Twentieth Judicial Circuit, St Clair County, Illinois
Martha Custer et al., Plaintiff vs. Cerro Flow Products, Inc., Defendants
Case No.: No. Oi9-L-2295
Rosenfeld Deposition, 8-23-2017
In The Superior Court of the State of California, For The County of Los Angeles
Warm Gilbert and Penny Gilber, Plaintiff vs. BMW of North America LLC
Case No.: LC102019 (c/w BC582154)
Rosenfeld Deposition, 8-16-2017, Trail 8-28-2018
In the Northern District Court of Mississippi, Greenville Division
Brenda J. Cooper, et al., Plaintiffs, vs. Meritor Inc., et al., Defendants
Case Number: 4:16-cv-52-DMB-JVM
Rosenfeld Deposition: July 2017
Paul E. Rosenfeld, Ph.D. Page 8 of 10 June 2019
In The Superior Court of the State of Washington, County of Snohomish
Michael Davis and Julie Davis et al., Plaintiff vs. Cedar Grove Composting Inc., Defendants
Case No.: No. 13-2-03987-5
Rosenfeld Deposition, February 2017
Trial, March 2017
In The Superior Court of the State of California, County of Alameda
Charles Spain., Plaintiff vs. Thermo Fisher Scientific, et al., Defendants
Case No.: RG14711115
Rosenfeld Deposition, September 2015
In The Iowa District Court In And For Poweshiek County
Russell D. Winburn, et al., Plaintiffs vs. Doug Hoksbergen, et al., Defendants
Case No.: LALA002187
Rosenfeld Deposition, August 2015
In The Iowa District Court For Wapello County
Jerry Dovico, et al., Plaintiffs vs. Valley View Sine LLC, et al., Defendants
Law No,: LALA105144 - Division A
Rosenfeld Deposition, August 2015
In The Iowa District Court For Wapello County
Doug Pauls, et al.,, et al., Plaintiffs vs. Richard Warren, et al., Defendants
Law No,: LALA105144 - Division A
Rosenfeld Deposition, August 2015
In The Circuit Court of Ohio County, West Virginia
Robert Andrews, et al. v. Antero, et al.
Civil Action NO. 14-C-30000
Rosenfeld Deposition, June 2015
In The Third Judicial District County of Dona Ana, New Mexico
Betty Gonzalez, et al. Plaintiffs vs. Del Oro Dairy, Del Oro Real Estate LLC, Jerry Settles and Deward
DeRuyter, Defendants
Rosenfeld Deposition: July 2015
In The Iowa District Court For Muscatine County
Laurie Freeman et. al. Plaintiffs vs. Grain Processing Corporation, Defendant
Case No 4980
Rosenfeld Deposition: May 2015
In the Circuit Court of the 17' Judicial Circuit, in and For Broward County, Florida
Walter Hinton, et. al. Plaintiff, vs. City of Fort Lauderdale, Florida, a Municipality, Defendant.
Case Number CACE07030358 (26)
Rosenfeld Deposition: December 2014
In the United States District Court Western District of Oklahoma
Tommy McCarty, et al., Plaintiffs, v. Oklahoma City Landfill, LLC d/b/a Southeast Oklahoma City
Landfill, et al. Defendants.
Case No. 5:12-cv-01152-C
Rosenfeld Deposition: July 2014
Paul E. Rosenfeld, Ph.D. Page 9 of 10 June 2019
In the County Court of Dallas County Texas
Lisa Parr et al, Plaintiff, vs. Aruba et al, Defendant.
Case Number cc-11-01650-E
Rosenfeld Deposition: March and September 2013
Rosenfeld Trial: April 2014
In the Court of Common Pleas of Tuscarawas County Ohio
John Michael Abicht, et al., Plaintiffs, vs. Republic Services, Inc., et al., Defendants
Case Number: 2008 CT 10 0741 (Cons. w/ 2009 CV 10 0987)
Rosenfeld Deposition: October 2012
In the United States District Court of Southern District of Texas Galveston Division
Kyle Cannon, Eugene Donovan, Genaro Ramirez, Carol Sassler, and Harvey Walton, each Individually and
on behalf of those similarly situated, Plaintiffs, vs. BP Products North America, Inc., Defendant.
Case 3: 1 0-cv-00622
Rosenfeld Deposition: February 2012
Rosenfeld Trial: April 2013
In the Circuit Court of Baltimore County Maryland
Philip E. Cvach, II et al., Plaintiffs vs. Two Farms, Inc. d/b/a Royal Farms, Defendants
Case Number: 03-C-12-012487 OT
Rosenfeld Deposition: September 2013
Paul E. Rosenfeld, Ph.D. Page 10 of 10 June 2019
EXHIBIT C
S� PE Technical Consultation, Data Analysis and
Litigation Support for the Environment
2656 29`" Street, Suite 201
Santa Monica, CA 90405
Matt Hagemann, P.G, C.Hg.
(949) 887-9013
mhagemann@swape.com
Paul E. Rosenfeld, PhD
(310) 795-2335
prosenfeld@swape.com
November 18, 2019
Mitchell M. Tsai
155 South El Molino Avenue
Suite 104
Pasadena, CA 91101
Subject: Comments on the First American Mixed -Use Project (SCH No. 20006071100)
Dear Mr. Tsai,
We have reviewed the August 2019 Environmental Impact Report Addendum ("Addendum") for the
First American Mixed -Use Project ("Project") located in the City of Santa Ana ("City"). The Project
proposes to construct 220 residential units, 13,350 square feet of retail space, and 332 parking stalls on
the approximately 1.7-acre site.
Our review concludes that the Addendum fails to adequately evaluate the Project's Air Quality, Health
Risk, and Greenhouse Gas impacts. As a result, emissions and health risk impacts associated with
construction and operation of the proposed Project are underestimated and inadequately addressed. An
updated Addendum should be prepared to adequately assess and mitigate the potential air quality and
health risk impacts that the project may have on the surrounding environment.
Air Quality
Unsubstantiated Input Parameters Used to Estimate Project Emissions
The Addendum's air quality analysis relies on emissions calculated with CalEEMod.2016.3.2.1 CalEEMod
provides recommended default values based on site -specific information, such as land use type,
meteorological data, total lot acreage, project type and typical equipment associated with project type.
If more specific project information is known, the user can change the default values and input project-
1 CAPCOA (November 2017) CaIEEMod User's Guide, http://www.agmd.gov/docs/default-
source/caleemod/01 user-39-s-guide2016-3-2 15november2017.pdf?sfvrsn=4.
specific values, but the California Environmental Quality Act (CEQA) requires that such changes be
justified by substantial evidence.' Once all of the values are inputted into the model, the Project's
construction and operational emissions are calculated, and "output files" are generated. These output
files disclose to the reader what parameters were utilized in calculating the Project's air pollutant
emissions and make known which default values were changed as well as provide justification for the
values selected.'
Review of the Project's air modeling demonstrates that the Addendum underestimates emissions
associated with Project activities. As previously stated, the Addendum's air quality analysis relies on air
pollutant emissions calculated using CalEEMod. When reviewing the Project's CalEEMod output files,
provided in Appendix C to the Addendum, we found that several of the values inputted into the model
were not consistent with information disclosed in the Addendum. As a result, the Project's construction
and operational emissions are underestimated. A DEIR should be prepared to include an updated air
quality analysis that adequately evaluates the impacts that construction and operation of the Project
will have on local and regional air quality.
Failure to Include All Proposed Land Uses
Review of the Project's CalEEMod output files demonstrates that not all of the land uses proposed by
the Addendum were included in the air model. As a result, the Project's construction and operational
emissions are underestimated.
According to the Addendum, the proposed Project would include 332 parking spaces (p. 1-1). However,
review of the Project's CalEEMod output files demonstrates that the model failed to include any amount
of parking (see excerpt below) (Appendix C, pp. 135, 163, 188).
Stw Mall .,...., ..,.. .,....,.... 1235 .... ........ 1000Fgft .....,.. ..,0.28, 12.350.00 ...... 0
As you can see in the excerpt above, the model failed to include any amount of parking. The land usage
parameters, including land use types and sizes, are used throughout CalEEMod to determine default
variables and emission factors that go into the model's calculations.' For example, land use areas are
used for certain calculations such as determining the wall space to be painted (i.e., VOC emissions from
architectural coatings) and volume that is heated or cooled (i.e., energy impacts). Therefore, by failing to
include the proposed parking land use in the air model, the construction and operational emissions are
' CAPCOA (November 2017) CalEEMod User's Guide, http://www.agmd.gov/docs/default-
source/caleemod/01 user-39-s-guide2016-3-2 15november2017.pdf?sfvrsn=41 p. 1, 9.
3 CAPCOA (November 2017) CalEEMod User's Guide, http://www.agmd.gov/docs/default-
source/caleemod/01 user-39-s-guide2016-3-2 15november2017.pdf?sfvrsn=4, fn 1, p. 11, 12 — 13. A key feature
of the CalEEMod program is the "remarks" feature, where the user explains why a default setting was replaced by
a "user defined" value. These remarks are included in the report.
4 "CalEEMod User's Guide." CAPCOA, November 2017, available at: http://www.agmd.gov/docs/default-
source/caleemod/01 user-39-s-guide2016-3-2 15november2017.pdf?sfvrsn=41 p. 18.
2
not properly accounted for. Therefore, an updated air quality analysis should be prepared in an updated
DEIR to adequately evaluate the Project's construction and operational air quality impacts.
Underestimated Land Use Size
Review of the Project's CaIEEMod output files demonstrates that the size of the proposed retail land use
was underestimated within the model, and as a result, emissions may be underestimated by the model.
According to the Air Quality and Greenhouse Gas Impact Analysis, provided as Appendix C to the
Addendum, "The proposed project would develop up to 220 apartment units and 13,350 square -feet (sf)
of retail/commercial floor area" (Appendix C, p. 1). However, review of the CalEEMod output files
reveals that an area value of 12,350 square feet was modeled for the retail land use (see excerpt below)
(Appendix C, pp. 135, 163, 188).
..........................Stnp Mall ...................... .................1i.3 ......................... ................... i66Es ft ...................... - .........0.28......... 12,350.00 ............0. �.
As you can see in the excerpt above, the model underestimated the retail land use by 1,000 square feet.
As previously stated, the land use type and size features are used throughout CaIEEMod to determine
default variable and emission factors that go into the model's calculations.5 As previously stated, the
square footage of a land use is used for certain calculations such as determining the wall space to be
painted (i.e., VOC emissions from architectural coatings) and volume that is heated or cooled (i.e.,
energy impacts). By underestimating the size of the proposed retail land use, the model underestimates
the Project's construction and operational emissions and should not be relied upon to determine Project
significance.
Underestimated Saturday and Sunday Trip Rates
Review of the Project's CaIEEMod output files demonstrates that the Saturday and Sunday trip rates for
the proposed Project are underestimated. As a result, the Project's mobile -source operational emissions
are underestimated.
According to the Traffic Impact Analysis Report, provided as Appendix E-1 to the Addendum, the Project
is expected to generate approximately 1,420 net daily vehicle trips (see excerpt below) (Appendix E-1, p.
19).
5 "CaIEEMod User's Guide." CAPCOA, November 2017, available at: http://www.agmd.gov/docs/default-
source/caleemod/01 user-39-s-guide2016-3-2 15november2017.pdf?sfvrsn=41 p. 18.
3
PROJECT TRAFFIC GENERATION FORECAST4
Dail-
AlI Peak Hour
P11 Peak Hour
Enter
Exit
Total
Enter
Est
Iotal
Description
2-13-ac
Trip Generation Rrrtes:
22l= Multifamily Housing (hlid-Rise') (TEIDLj
=.44
'36%
74%
0-36
614a
39°.a
0.44
320: Shopping Center (TEl1DOD SF)
37.75
6-11%
33%
0.94
4390
5=°0
3.81
Trip Generation Forecasts:
'21: Residential (220 DU)
1,197
1
58
79
59
33
97
Internal Capture
-84
0
-1
-1
-6
-2
-S
Residential Subtotal
1,113
21
57
73
53
36
39
820- Retail (12,350 SF)
466
7
5
12
'3
-4
47
Internal Captrrre6
-84
-1
D
-1
?
-6
-S
Retail Subtotal
38'
6
5
11
-1
13
39
Total Project Trip G-eneratiou
1,495
?'
62
89
74
54
128
tiau-Auto Itip Adjustment (S°lo)
"~
-1
-3
-4
—t
-2
-6
Net Project Trip Geueratiou
1,42_0
i¢
59
85
'0
;2
12?
As you can see in the excerpt above, the total number of daily trips estimated for the proposed Project
is 1,420. However, review of the Project's CaIEEMod output files demonstrates that the Saturday and
Sunday trip rates are underestimated (see excerpt below) (Appendix C, pp. 155, 182, 207).
Average Daily Trip Rate Unmitigated
Mitigated
Land se heeKday I Saturday Sunday Annual vNq I
Annual
pa men s se t
StripMall 3E•2.84 344.19 107.34 632,�1'38 =
,,,,,,,
...032,1,38
OL3 6
As you can see in the excerpt above, the total numbers of daily trips that were calculated for Saturday
and Sunday were underestimated by approximately 59 and 320 trips, respectively. This is inconsistent
with the information provided in the Traffic Impact Analysis Report, and thus, the Saturday and Sunday
trip rates were underestimated within the model. As a result, the Project's operational emissions are
underestimated and should not be relied upon to determine Project significance.
Diesel Particulate Matter Health Risk Emissions Inadequately Evaluated
The Addendum concludes that the proposed Project would have a less than significant impact on the
health of sensitive receptors near the Project site without conducting a quantitative health risk
assessment (HRA) for construction and operation (p. 3.2-2). The Addendum fails to conduct a quantified
HRA and instead relies upon a Localized Significance Threshold (LST) analysis, which found that Project
emissions would not exceed the SCAQMD LSTs. Based on the LST analysis and qualitative assertions, the
Addendum concludes that the Project would have a less than significant impact on nearby sensitive
receptors. Regarding construction -related health risks, the Addendum states,
"Table 3.2-2 shows the on -site construction emissions and compares them to the Local
Significance Thresholds (LSTs) established by SCAQMD to represent the maximum emissions
4
from the project which would not cause or contribute to an air quality exceedance of the most
stringent applicable federal or state ambient air quality standard at the nearest sensitive
receptor, taking into consideration ambient concentrations in each source receptor area, project
size, distance to the sensitive receptor, and other factors... Table 3.2-2 shows that the proposed
project's localized construction emissions would not result in a locally significant air quality
impact" (p. 3.2-1— 3.2-2).
Regarding operational health risk impacts, the Addendum attempts to justify its significance
determination by stating,
"Table 3.2-4 shows that on -site operational emissions would not exceed the LSTs for sensitive
receptors in the project area" (p. 3.2-4).
The excerpts above demonstrate the Addendum's attempts to evaluate the Project's health risk impact
without conducting a quantified HRA. The failure to quantify the health risk posed to nearby sensitive
receptors from exposure to toxic air contaminant (TAC) emissions released during Project activities, and
instead reliance upon an LST analysis, is incorrect for several reasons.
First, the use of the LST method to determine the Projects health risk impacts on nearby, existing
sensitive receptors is incorrect. While the LST method assesses the impact of pollutants at a local level, it
only evaluates impacts from criteria air pollutants. According to the Final Localized Significance
Threshold Methodology document prepared by the SCAQMD, the LST analysis is only applicable to NO,
CO, PMlo, and PM2.5 emissions, which are collectively referred to as criteria air pollutants.6 Because the
LST method can only be applied to criteria air pollutants, this method cannot be used to determine
whether emissions from DPM, a known human carcinogen, will result in a significant health risk impact
to nearby sensitive receptors. As a result, health impacts from exposure to toxic air contaminants
(TACs), such as diesel particulate matter (DPM), were not analyzed, thus leaving a gap within the
Addendum's analysis.
Second, by failing to prepare a quantitative HRA in addition to the LST analysis, the Addendum fails to
provide a comprehensive analysis of the sensitive receptor impacts that may occur as a result of
exposure to substantial air pollutant emissions. Seeing as Project construction is expected to occur over
an approximately two-year period, it is reasonable to assume that a significant amount of diesel
particulate matter (DPM), a known human carcinogen, will be emitted from the exhaust stacks of
equipment required for Project construction (p. 2-10). Similarly, the Addendum determines that
operational activities will include approximately 1,420 daily vehicle trips, thus generating diesel exhaust
over the duration of Project operation (Appendix E-1, p. 19, Table 5-1). As such, the Addendum should
have conducted a construction and operational health risk assessment, as long-term exposure to DPM
and other TACs may result in a significant health risk impact that therefore, must be properly assessed.
Furthermore, the SCAQMD provides a specific numerical threshold of 10 in one million for determining a
6 "Final Localized Significance Threshold Methodology." SCAQMD, Revised July 2008, available at:
http://www.agmd.gov/docs/default-source/cega/handbook/localized-significance-thresholds/final-Ist-
methodology-document.pdf.
5
project's health risk impact, which supports the necessity of a construction and operational HRA in
addition to the LST analysis.' Therefore, in order to determine the proposed Project's health -related
impact, the Addendum should have conducted an assessment that compares the Project's construction
and operational health risk to the SCAQMD's specific numerical threshold of 10 in one million.
Third, as previously discussed, the Addendum's analysis relies upon emission estimates from a flawed
CalEEMod model to estimate the excess cancer risk posed to nearby residents as a result of emissions
generated during construction -related activity. Because the emissions estimates from the Project's
CalEEMod model are underestimated, the Addendum's analysis comparing emissions from the model to
thresholds are thus incorrect. As a result, we find the Addendum's health -related air quality analysis and
subsequent significance determination to be incorrect.
Finally, the omission of a quantified HRA is inconsistent with the most recent guidance published by the
Office of Environmental Health Hazard Assessment (OEHHA), the organization responsible for providing
guidance on conducting HRAs in California. In February of 2015, OEHHA released its most recent Risk
Assessment Guidelines: Guidance Manual for Preparation of Health Risk Assessments, which was
formally adopted in March of 2015.' This guidance document describes the types of projects that
warrant the preparation of an HRA. Construction of the Project will produce emissions of DPM, a human
carcinogen, through the exhaust stacks of construction equipment over a construction period of
approximately two -years (p. 2-10). The OEHHA document recommends that all short-term projects
lasting at least two months be evaluated for cancer risks to nearby sensitive receptors.' Therefore, per
OEHHA guidelines, health risk impacts from Project construction should have been evaluated by the
Addendum. Furthermore, once construction of the Project is complete, the Project will operate for a
long period of time. As previously stated, Project operation will generate approximately 1,420 vehicle
trips, which will generate additional exhaust emissions and continue to expose nearby sensitive
receptors to DPM emissions (Appendix E-1-, p. 19, Table 5-1). The OEHHA document recommends that
exposure from projects lasting more than 6 months be evaluated for the duration of the project, and
recommends that an exposure duration of 30 years be used to estimate individual cancer risk for the
maximally exposed individual resident (MEIR).10 Even though we were not provided with the expected
lifetime of the Project, we can reasonably assume that the Project will operate for at least 30 years, if
not more. Therefore, health risks from Project operation should have also been evaluated by the
Addendum, as a 30-year exposure duration vastly exceeds the 2-month and 6-month requirements set
forth by OEHHA. These recommendations reflect the most recent health risk policy, and as such, an
"'South Coast AQMD Air Quality Significance Thresholds." SCAQMD, Revised April 2019, available at:
http://www.agmd.gov/docs/default-source/cega/handbook/scaqmd-air-quality-significance-
thresholds.pdf?sfvrsn=2
8 "Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February
2015, available at: http://oehha.ca.gov/air/hot spots/hotspots2015.html
' "Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February
2015, available at: http://oehha.ca.gov/air/hot spots/2015/2015GuidanceManual.pdf, p. 8-18
10 "Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February
2015, available at: http://oehha.ca.gov/air/hot spots/2015/2015GuidanceManual.pdf, p. 8-6, 8-15
0
updated assessment of health risks to nearby sensitive receptors from Project construction and
operation should be included in a revised CEQA evaluation for the Project.
Screening -Level Assessment Indicates Significant Impact
In an effort to demonstrate the potential risk posed by Project construction and operation to nearby
sensitive receptors, we prepared a simple screening -level HRA. The results of our assessment, as
described below, provide substantial evidence that the Project's construction and operational DPM
emissions may result in a potentially significant health risk impact not previously identified by the
Addendum.
In order to conduct our screening level risk assessment, we relied upon AERSCREEN, which is a screening
level air quality dispersion model. 11The model replaced SCREEN3, and AERSCREEN is included in the
OEHHAl2 and the California Air Pollution Control Officers Associated (CAPCOA)" guidance as the
appropriate air dispersion model for Level 2 health risk screening assessments ("HRSAs"). A Level 2 HRSA
utilizes a limited amount of site -specific information to generate maximum reasonable downwind
concentrations of air contaminants to which nearby sensitive receptors may be exposed. If an
unacceptable air quality hazard is determined to be possible using AERSCREEN, a more refined modeling
approach is required prior to approval of the Project.
We prepared a preliminary HRA of the Project's construction and operational health -related impact to
residential sensitive receptors using the annual PMlo exhaust estimates from the SWAPE annual
CaIEEMod output files. According to the Addendum, the nearest sensitive receptor is located
approximately 370 feet, or roughly 113 meters, east of the Project site (Appendix C, pp. 83). Consistent
with recommendations set forth by OEHHA, we assumed residential exposure begins during the third
trimester stage of life. The Project's construction CaIEEMod output files indicate that construction
activities will generate approximately 190 pounds of diesel particulate matter (DPM). The AERSCREEN
model relies on a continuous average emission rate to simulate maximum downward concentrations
from point, area, and volume emission sources. To account for the variability in equipment usage and
truck trips over Project construction, we calculated an average DPM emission rate by the following
equation:
grams 190 Ibs 453.6 grams 1 day 1 hour
Emission Rate (second) = x x x = 0.001368 g/s
second 729 days lbs 24 hours 3,600 seconds
Using this equation, we estimated a construction emission rate of 0.001368 grams per second (g/s).
Subtracting the 729-day construction duration from the total residential duration of 30 years, we
assumed that after Project construction the MEIR would be exposed to the Project's operational DPM
11 "AERSCREEN Released as the EPA Recommended Screening Model," USEPA, April 11, 2011, available at
htta://www.eaa.eov/ttn/scram/Ruidance/clarification/20110411 AERSCREEN Release Memo.odf
12 "Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February
2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf
" "Health Risk Assessments for Proposed Land Use Projects," CAPCOA, July 2009, available at:
http://www.capcoa.org/wp-content/uploads/2012/03/CAPCOA HRA LU Guidelines 8-6-09.pdf
7
for an additional 28 years, approximately. The Project's operational CalEEMod emissions indicate that
operational activities will generate approximately 78 pounds of DPM per year throughout operation.
Applying the same equation used to estimate the construction DPM rate, we estimated the following
emission rate for Project operation:
grams 78.2 lbs 453.6 grams 1 day 1 hour
Emission Rate (second) = x x x = 0.001125 g/s
second 365 days lbs 24 hours 3,600 seconds
Using this equation, we estimated an operational emission rate of 0.001125 g/s. Construction and
operational activity was simulated as a 1.7-acre rectangular area source in AERSCREEN with dimensions
of 83 meters by 83 meters. A release height of three meters was selected to represent the height of
exhaust stacks on operational equipment and other heavy-duty vehicles, and an initial vertical
dimension of one and a half meters was used to simulate instantaneous plume dispersion upon release.
An urban meteorological setting was selected with model -default inputs for wind speed and direction
distribution.
The AERSCREEN model generates maximum reasonable estimates of single -hour DPM concentrations
from the Project site. EPA guidance suggests that in screening procedures, the annualized average
concentration of an air pollutant be estimated by multiplying the single -hour concentration by 10%.14 AS
previously stated, there are residential sensitive receptors located approximately 100 meters from the
Project site. The single -hour concentration estimated by AERSCREEN for Project construction is
approximately 1.954 µg/m3 DPM at approximately 100 meters downwind. Multiplying this single -hour
concentration by 10%, we get an annualized average concentration of 0.1954 µg/m3 for Project
construction at the nearest sensitive receptor. For Project operation, the single -hour concentration is
estimated by AERSCREEN is approximately 1.606 µg/m3 at approximately 100 meters downwind.
Multiplying this single -hour concentration by 10%, we get an annualized average concentration of
0.1606 µg/m3 for Project operation at the nearest sensitive receptor.
We calculated the excess cancer risk to the residential receptors both maximally exposed and located
closest to the Project site using applicable HRA methodologies prescribed by OEHHA and the SCAQMD.
Consistent with the construction schedule proposed by the Addendum, the annualized average
concentration for construction was used for the entire third trimester of pregnancy (0.25 years) and for
1.75 years of the infantile stage of life (0 — 2 years). The annualized average concentration for operation
was used for the remainder of the 30-year exposure period, including the remaining infantile stage of
life, child stage of life (2 —16 years), and adult stage of life (16 — 30 years).
Consistent with OEHHA, SCAQMD, BAAQMD, and SJVAPCD guidance, we used Age Sensitivity Factors
(ASFs) to account for the heightened susceptibility of young children to the carcinogenic toxicity of air
14 "Screening Procedures for Estimating the Air Quality Impact of Stationary Sources Revised." EPA, 1992, available
at: http://www.epa.gov/ttn/scram/guidance/guide/EPA-454R-92-019 OCR.pdf; see also "Risk Assessment
Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February 2015, available at:
https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf, p. 4-36
W
pollution.", 16, 11, 18 According to the most updated guidance, quantified cancer risk should be multiplied
by a factor of ten during the third trimester of pregnancy and during the first two years of life (infant)
and should be multiplied by a factor of three during the child stage of life (2 to 16 years). However, we
also included the quantified cancer risk without adjusting for the heightened susceptibility of young
children to the carcinogenic toxicity of air pollution in accordance with older OEHHA guidance from
2003. This guidance utilizes a less health protective scenario than what is currently recommended by
BAAQMD, the air quality district responsible for the City, and several other air districts in the state. In
order to evaluate impacts most conservatively, we strongly recommend the use of age sensitivitv
factors as is recommended by the most recent guidance. Furthermore, in accordance with guidance set
forth by OEHHA, we used the 951h percentile breathing rates for infants.19 Finally, according to BAAQMD
guidance, we used a Fraction of Time At Home (FAH) value of 0.85 for the 3rd trimester and infant
receptors, 0.72 for child receptors, and 0.73 for the adult receptors.20 We used a cancer potency factor
of 1.1 (mg/kg-day)-1 and an averaging time of 25,550 days. OEHHA recommends that a 30-year exposure
duration be used as the basis for estimating cancer risk at the MEIR.21 Consistent with OEHHA guidance,
exposure to the MEIR was assumed to begin in the third trimester to provide the most conservative
estimate of air quality hazards. The results of our calculations are shown below.
The Closest Exposed Individual at an Existing Residential Receptor
Duration Concentration Breathing
Activity (years) (ug/m3) Rate (L/kg-
day)
Cancer Risk
without ASF
ASFs*
Cancer
Risk with
ASFs*
Construction 0.25 0.1954 361
2.7E-07 10
2.7E-06
" "Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February
2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf.
16 "Draft Environmental Impact Report (DEIR) for the Proposed The Exchange (SCH No. 2018071058)." SCAQMD,
March 2019, available at: http://www.agmd.gov/docs/default-source/cega/comment-
letters/2019/march/RVC190115-03.pdf?sfvrsn=8, p. 4.
17 "California Environmental Quality Act Air Quality Guidelines." BAAQMD, May 2017, available at:
http://www.baagmd.gov/—/media/files/planning-and-research/cega/cega guidelines may2017-pdf.pdf?la=en, p.
56; see also "Recommended Methods for Screening and Modeling Local Risks and Hazards." BAAQMD, May 2011,
available at:
http://www.baagmd.gov/—/media/Files/Planning%20and%2OResearch/CEQA/BAAQMD%2OModeling%2OApproac
h.ashx, p. 65, 86.
11 "Update to District's Risk Management Policy to Address OEHHA's Revised Risk Assessment Guidance
Document." SJVAPCD, May 2015, available at: https://www.valleyair.org/busind/pto/staff-report-5-28-15.pdf, p. 8,
20, 24.
19 "Supplemental Guidelines for Preparing Risk Assessments for the Air Toxics 'Hot Spots' Information and
Assessment Act," June 5, 2015, available at: http://www.agmd.gov/docs/default-source/planning/risk-
assessment/ab2588-risk-assessment-guidelines.pdf?sfvrsn=6, p. 19.
"Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments." OEHHA, February
2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf
21 "Air Toxics NSR Program Health Risk Assessment (HRA) Guidelines." BAAQMD, January 2016, available at:
http://www.baagmd.gov/—/media/files/planning-and-research/rules-and-regs/workshops/2016/reg-2-5/hra-
guidelines clean man 2016-pdf.pdf?la=en
""Risk Assessment Guidelines Guidance Manual for preparation of Health Risk Assessments." OEHHA, February
2015, available at: https://oehha.ca.gov/media/downloads/crnr/2015guidancemanual.pdf, p. 8-6.
0
3rd
3rd Trimester
0.25 2.7E-07 Trimester 2.7E-06
Duration
Exposure
Construction 1.75 0.1954 1090 5.6E-06 10 5.6E-05
Operation 0.25 0.1606 1090 6.6E-07 10 6.6E-06
Infant Exposure Infant
2.00 6.3E-06 6.3E-05
Duration Exposure
Operation 14.00 0.1606 572 1.9E-05 3 5.8E-05
Child Exposure Child
14.00 1.9E-05 5.8E-05
Duration Exposure
Operation 14.00 0.1606 261 6.5E-06 1 6.5E-06
Adult Exposure Adult
14.00 6.5E-06 6.5E-06
Duration Exposure
Lifetime Exposure Lifetime
30.00 3.2E-05 1.3E-04
Duration Exposure
* We, along with CARB and SCAQMD, recommend using the more updated and health protective 2015 OEHHA guidance, which includes ASFs.
As indicated in the tables above, the excess cancer risk posed to adults, children, infants, and during the
third trimester of pregnancy at the closest receptor, located approximately 100 meters away, over the
course of Project construction and operation, utilizing age sensitivity factors, are approximately 6.5, 58,
63, and 2.7 in one million, respectively. The excess cancer risk over the course of a residential lifetime
(30 years) at the closest receptor, with age sensitivity factors, is approximately 130 in one million. The
adult, child, infant, and lifetime cancer risks, using age sensitivity factors, exceed the SCAQMD threshold
of 10 in one million, thus resulting in a potentially significant impact not previously addressed or
identified by the Addendum. Utilizing age sensitivity factors is the most conservative, health -protective
analysis according to the most recent guidance by OEHHA and recommendations from the air district.
Results without age sensitivity factors are presented in the table above, although we do not recommend
utilizing these values for health risk analysis.
An agency must include an analysis of health risks that connects the Project's air emissions with the
health risk posed by those emissions. Our analysis represents a screening -level HRA, which is known to
be conservative and tends to err on the side of health protection. The purpose of the screening -level
construction HRA shown above is to demonstrate the link between the proposed Project's emissions
and the potential health risk. Our screening -level HRA demonstrates that construction of the Project
could result in a potentially significant health risk impact, when correct exposure assumptions and up-
to-date, applicable guidance are used. Therefore, since our screening -level construction HRA indicates a
potentially significant impact, an updated CEQA analysis should include a reasonable effort to connect
the Project's air quality emissions and the potential health risks posed to nearby receptors. Thus, an
updated CEQA analysis should include a quantified air pollution model as well as an updated, quantified
refined health risk assessment which adequately and accurately evaluates health risk impacts associated
with both Project construction and operation.
10
Greenhouse Gas
Failure to Adequately Evaluate Greenhouse Gas Impacts
The Addendum concludes that the proposed Project would have a less than significant GHG impact as a
result of determining that emissions would be less than that indicated in the 2010 FEIR, as well as a
qualitative analysis evaluating the Project's consistency with the California Building Code, Santa Ana
Climate Action Plan (CAP), and CARB's 2017 Scoping Plan. Specifically, the Addendum states,
"[T]he proposed project would generate approximately 2,231 MT CO2e per year. The proposed
project's emissions would be less than the emissions identified by the 2010 FEIR. In addition,
there have been substantial changes in the California Building Code since the 2010 FEIR was
adopted to increase efficiency and reduce GHG emissions, which contribute to achieving GHG
reductions identified by AB 32. The project would comply with the California Building Code,
which would reduce GHG emissions and increase efficiency, beyond what was assumed in the
2010 FEIR. Therefore, the project would not result in any new or substantially more severe GHG
emissions impacts than what was analyzed in the 2010 FEIR and project GHG emissions would
not be significant" (p. 3.5-2).
The Addendum goes on to state,
"[T]he proposed project would be consistent with the Santa Ana CAP. The proposed project
would not result in any new or substantially more severe GHG emissions impacts beyond those
analyzed in the 2010 FEIR and cumulative GHG emissions would not be significant" (p. 3.5-3).
Finally, the Addendum states,
"On December 14, 2017, CARB adopted the 2017 Scoping Plan, which provides a framework for
achieving the 2030 target. Therefore, the proposed project should be consistent with the most
recent Scoping Plan ... The proposed project would not conflict with an applicable plan, policy, or
regulation adopted for the purpose of reducing GHG emissions. Therefore, the proposed project
would not result in any new or substantially more severe GHG emissions impacts than what was
analyzed in the 2010 FEIR and project impacts would not be significant" (p. 3.5-3 — 3.5-4).
This justification and subsequent less -than -significant impact finding are incorrect and unsubstantiated
for several reasons:
(1) The Addendum fails to demonstrate consistency with the FEIR;
(2) The Santa Ana County CAP cannot be relied upon to determine Project significance;
(3) The 2017 CARB Scoping Plan cannot be relied upon to determine Project significance;
(4) Incorrect and unsubstantiated analysis demonstrates significant GHG impact; and
(5) Updated analysis indicates significant impact.
11
(1) Failure to Demonstrate Consistency with the FOR
According to the Addendum, "the project would not result in any new or substantially more severe GHG
emissions impacts than what was analyzed in the 2010 FEIR and project GHG emissions would not be
significant. Mitigation Measures 4.13-8 through 4.13-23 from the 2010 FEIR would be applicable to the
proposed project" (p. 3.5-2). However, this is incorrect, as the Addendum fails to substantiate this
conclusion.
Review of the Addendum demonstrates that several of the mitigation measures identified in the 2010
FEIR are not substantiated or implemented in the Addendum. According to the Addendum,
"[Mjitigation measures applied to the proposed project include all diesel fuel construction
equipment classified Untied States Environmental Protection Agency (USEPA) Tier II or better
(Mitigation Measure 4.13-1), all construction equipment shut off when not in use and not idling
for more than five minutes (Mitigation Measure 4.13-2), electrical powered equipment used to
the extent feasible(Mitigation Measure 4.13-5), exceedance of Title 24 requirements (Mitigation
Measure 4.13-8), drought tolerant landscaping (Mitigation Measure 4.13-9), low flow showers
and faucets in residences (Mitigation Measure 4.13- 10), ride sharing programs (Mitigation
Measure 4.13-16), fluorescent lighting (Mitigation Measure 4.13-17), and 10 percent renewable
energy for the commercial project component (Mitigation Measure 4.13-24)" (p. 3.5-1).
However, this justification and attempt at compliance with the FEIR is incorrect for several reasons.
First, the Addendum fails to actually commit to the use of these mitigation measures or discuss how
they will be implemented, monitored, and enforced. Without further analysis by the Addendum
describing how the proposed Project will apply these mitigation measures, we cannot assume that they
will be implemented or enforced. Furthermore, the Addendum fails to address several of the mitigation
measures between 4.13-8 through 4.13-23 that are included in the FEIR (see table below).
Measure Addendum Consistency
Construction Measures
MM 4.13-1 Here, the Addendum states that the Project will
All diesel fueled construction equipment shall be "include all diesel fuel construction equipment
classified EPA Tier 11 or better emission efficiencies. classified United States Environmental Protection
Agency (USEPA) Tier II or better" (p. 3.5-1).
However, this is all that is stated and as such, the
Addendum fails to demonstrate a commitment to
implementation, monitoring, and enforcement of
the measure. Thus, we cannot verify that all diesel-
zz "Transit Zoning Code Environmental Impact Report." City of Santa Ana, May 2010, available at:
https://www.santa-ana.org/sites/default/files/Documents/18 Sec4-13 GlobalClimateChange.pdf, Chapter 4.13,
Global Climate Change.
12
fueled construction equipment will actually be Tier
II or better on the Project site.
MM 4.13-2
Here, the Addendum states that "all construction
All construction equipment shall be shut off when
equipment [will be] shut off when not in use and
not in use and shall not idle for more than five
not idling for more than five minutes" (p. 3.5-1).
minutes, unless actively engaged in construction
However, once again, the Addendum fails to
activities.
demonstrate a commitment to implementation,
monitoring, and enforcement of the measure.
Thus, we cannot verify that the measure will
actually be applied or required at the Project site.
MM 4.13-3
Here, the Addendum fails to address the queuing of
Queuing of trucks on- and offsite shall be limited to
trucks on- and offsite, including the limiting of their
periods when absolutely necessitated by grading or
operations based on grading and construction. As
construction activities.
such, the Addendum fails to comply with this
aspect of the 2010 FEIR.
MM 4.13-4
Here, the Addendum fails to address on -road
All on -road construction trucks and other vehicles
construction trucks and other vehicles greater than
greater than 10,000 pounds shall be shut off when
10,000 pounds, including their shut off and idling
not in use and shall not idle for more than S
policies. As such, the Addendum fails to comply
minutes.
with this aspect of the 2010 FEIR.
MM 4.13-5
Here, while the Addendum states that "electrical
To the extent feasible, all diesel- and gasoline-
powered equipment [will be] used to the extent
powered construction equipment shall be replaced
feasible," the Addendum fails to address what is
with equivalent electric equipment.
considered feasible for the proposed Project (p.
3.5-1). The Addendum must evaluate the feasibility
of implementing its proposed mitigation measures
and without doing so, we cannot verify that the
measure will actually be implemented and
enforced.
MM 4.13-6
While the Addendum addresses recycling programs
Project plans and specifications shall include
on the Project site, the Addendum fails to address
policies and procedures for the reuse and recycling
any sort of recycling for construction and
of construction and demolition waste (including,
demolition waste. As such, while we can assume
but not limited to, soil, vegetation, concrete,
that the Project's operations will include recycling
lumber, metal, and cardboard).
programs, the Addendum gives no indication that
construction of the Project will include any
recycling. Thus, the Addendum fails to comply with
this aspect of the 2010 FEIR.
13
MM 4.13-7
Project plans and specifications shall include
education for construction workers about reducing
waste and using available recycling services.
Operational Measures
MM 4.13-8
Prior to issuance of a building permit, the applicant
shall demonstrate that the design of the proposed
buildings or structures meets or exceeds the most
recent Title 24 requirements (Title 24, Part 6 of the
California Code of Regulations; Energy Efficiency
Standards for Residential and Non Residential
Buildings; Cool Roof Coatings performance
standards), subject to review by the City Building
Official. Documentation of compliance with this
measure shall be provided to the Planning and
Building Agency and Building Official for review
and approval prior to issuance of the permit.
Installation of the identified design features or
equipment will be confirmed by the City Building
Official prior to certificate of occupancy. The
following design features should be considered by
the applicant as a way to achieve Title 24
compliance in excess of the minimum requirement:
■ Increase in insulation such that heat
transfer and thermal bridging is minimized
■ Limit air leakage through the structure or
within the heating and cooling distribution
system to minimize energy consumption
■ Incorporate dual -paned or other energy
efficient windows
■ Incorporate energy efficient space heating
and cooling equipment
■ Incorporate energy efficient light fixtures
■ Incorporate energy efficient appliances
■ Incorporate energy efficient domestic hot
water systems
■ Incorporate solar panels into the electrical
system
14
Here, the Addendum fails to address education for
construction workers, including regarding reducing
waste and recycling services. As such, the
Addendum fails to comply with this aspect of the
2010 FEIR.
Here, the Addendum states that the Project will
"Mitigation measures applied to the proposed
project include exceedance of Title 24
requirements" (p. 3.2-3). In addition, the
Addendum states that "[t]he proposed project
would include provisions for PV solar panel on
roofs" and "[t]he proposed project would
incorporate cool roof materials" (p. 3.5-4, Table
3.5-2). However, this is all that is stated and as
such, the Addendum fails to demonstrate a
commitment to implementation, monitoring, and
enforcement of all aspects of this measure.
Specifically, the Addendum fails to address
insulation in regards to heat transfer and thermal
bridging, limiting air leakage to minimize energy
consumption, dual -paned or other energy efficient
windows, energy efficient space heating and
cooling equipment, energy efficient appliances,
energy efficient domestic hot water systems, or
other measures that will increase the energy
efficiency of building envelope in a manner that
when combined with the other options exceeds
Title 24 by a minimum of 20 percent. Without any
sort of quantification of the energy reductions as a
result of Project mitigation measures, the
Addendum fails to demonstrate the minimum 20
percent Title 24 exceedance as indicated in the
2010 FEIR. Furthermore, while the Addendum
states that "[t]he California Energy Code contains
energy efficiency provisions, such as requiring
energy efficient indoor light fixtures, and solar
water -heating systems in certain restaurants," the
Addendum fails to demonstrate that the Project
itself will implement these measures whatsoever
(p. 3.4-2). The Addendum also states that
■ Incorporate cool roofs/light-colored
"California's Green Building Standards Code
roofing
(CALGreen; California Code of Regulations, Title 24,
■ Or other measures that will increase the
Part 11) requires implementation of energy
energy efficiency of building envelope in a
efficient light fixtures and building materials into
manner that when combined with the
the design of new construction projects" (p. 3.4-5).
other options listed above exceeds current
However, once again, the Addendum fails to state
Title 24 Standards (Title 24, Part 6 of the
that the proposed Project will implement these
California Code of Regulations; Energy
light fixtures and building materials. As such, the
Efficiency Standards for Residential and
Addendum fails to adequately demonstrate the
Non Residential Buildings, as amended
consideration of the listed design features or
September 11, 2008; Cool Roof Coatings
quantification of a minimum 20 percent Title 24
performance standards as amended
exceedance, and thus, fails to demonstrate
September 11, 2006) by a minimum of 20
compliance with the 2010 FEIR.
percent
MM 4.13-9
Here, the Addendum fails to address a landscape
Prior to issuance of a building permit, applicants
plan that includes shade trees around main
for individual projects shall provide a landscape
buildings, particularly along southern elevations
plan that includes shade trees around main
where practical, and will not interfere with loading
buildings, particularly along southern elevations
dock locations or other operational constraints. As
where practical, and will not interfere with loading
such, the Addendum fails to comply with this
dock locations or other operational constraints.
aspect of the 2010 FEIR.
Documentation of compliance with this measure
shall be provided to the Planning and Building
Agency for review and approval.
MM 4.13-10
Here, the Addendum states that the Project will
All showerheads, lavatory faucets, and sink faucets
include "low flow showers
within the residential units, and where feasible
and faucets in residences" and "low flush toilets in
within non-residential developments, shall comply
the commercial and
with the California Energy Conservation flow rate
residential development" (p. 3.2-3). However, this
standards.
is all that is stated and as such, the Addendum fails
to demonstrate a commitment to implementation,
monitoring, and enforcement of the measure.
Thus, we cannot verify whether the Project will
comply with the California Energy Conservation
flow rate standards.
MM 4.13-11
Here, the Addendum states that the Project will
Low flush toilets shall be installed within all
include "low flush toilets in the commercial and
Congregate Care units as specified in California
residential development" (p. 3.2-3). However, this
State Health and Safety Code Section 17921.3.
is all that is stated and as such, the Addendum fails
to demonstrate a commitment to implementation,
monitoring, and enforcement of this measure.
15
MM 4.13-12
Project designers should consider design features
to incorporate light-colored roofing materials that
will deflect heat away from the building and
conserve energy.
MM 4.13-13
Landscape designers shall ensure that landscaping
of common areas for Industrial/Commercial
projects uses drought -tolerant and smog -tolerant
trees, shrubs, and groundcover to ensure long-term
viability and conserve water and energy.
MM 4.13-14
Landscape designers shall ensure that the
landscape plan for Industrial/Commercial projects
includes drought resistant trees, shrubs, and
groundcover within the parking lot and perimeter.
16
Thus, we cannot verify that the Project will install
and maintain low -flush toilets.
Here, the Addendum states that "[t]he proposed
project would incorporate cool roof materials" (p.
3.5-4). However, this is all that is stated and as
such, the Addendum fails to demonstrate a
commitment to implementation, monitoring, and
enforcement of the measure. More specifically, the
Addendum fails to state any specifics about which
cool roof materials would be used and in what
quantity. Thus, we cannot verify whether the
Project adequately considered incorporating light-
colored roofing materials that will deflect heat
away from the building and conserve energy.
Here, the Addendum states, "[t]he proposed
project would include new low water landscaping
and trees. Additionally, weather -based
smart irrigation controllers would be used" (p. 3.5-
4). However, this is all that is stated and as such,
the Addendum fails to demonstrate a commitment
to the implementation, monitoring, and
enforcement of the measure. Thus, we cannot
verify that the Project will ensure whether and to
what extent landscaping of common areas for
Industrial/Commercial projects would use drought -
tolerant and smog -tolerant trees, shrubs, and
groundcover.
Here, the Addendum states, "[t]he proposed
project would include new low water landscaping
and trees. Additionally, weather -based
smart irrigation controllers would be used" (p. 3.5-
4). However, this is all that is stated and as such,
the Addendum fails to demonstrate a commitment
to implementation, monitoring, and enforcement
of the measure. Thus, we cannot verify that the
landscape plan for the commercial aspects of the
Project would include drought resistant trees,
shrubs, and groundcover within the parking lot and
perimeter or to what extent they would be applied.
MM 4.13-15
Individual project applicants shall ensure that
designs for Industrial/Commercial projects include
all illumination elements to have controls to allow
selective use as an energy conservation measure
MM 4.13-16
The applicant for Industrial/Commercial projects
should promote ride sharing programs such as, but
not necessarily including, publishing ride sharing
information for all of the tenants, designating a
certain percentage of parking spaces for ride
sharing vehicles, designating adequate passenger
loading and unloading and waiting areas for ride
sharing vehicles, and providing a website or
message board for coordinating rides. Prior to
issuance of a building permit, the applicant shall
demonstrate that measures have been included to
provide adequate bicycle parking near building
entrances to promote cyclist safety, security, and
convenience pursuant to SAMC Chapter 41
regarding bicycle parking standards and Chapter
16 of the Santa Ana Citywide Design Guidelines
regarding Bikeway Support Facilities Guidelines.
Documentation of compliance with this measure
shall be provided to the City Building Official for
review and approval. Installation of the identified
design features or equipment will be confirmed by
the City Building Official prior to issuance of
certificate of occupancy.
MM 4.13-17
Prior to issuance of any certificate of occupancy,
the applicant shall demonstrate that all
Multifamily/Industrial/Commercial projects'
interior building lighting supports the use of
compact fluorescent light bulbs or equivalently
efficient lighting to the satisfaction of the Building
Official.
17
Here, the Addendum fails to address whether all
illumination elements have controls to allow
selective use as an energy conservation measure
for the commercial aspects of the Project. As such,
the Addendum fails to comply with this aspect of
the 2010 FEIR.
Here, the Addendum states that the Project will
include "ride sharing programs (Mitigation Measure
4.2-33)," (p. 3.5-4). However, this is all that is
stated and as such, the Addendum fails to
demonstrate a commitment to implementation,
monitoring, and enforcement of the measure.
Thus, we cannot verify that the Project will
promote ride sharing programs such as, but not
necessarily including, publishing ride sharing
information for all of the tenants, designating a
certain percentage of parking spaces for ride
sharing vehicles, designating adequate passenger
loading and unloading and waiting areas for ride
sharing vehicles, and providing a website or
message board for coordinating rides.
Here, the Addendum states that the Project will
include "fluorescent indoor lighting
(Mitigation Measure 4.2-35)" (p. 3.2-3). However,
this is all that is stated and as such, the Addendum
fails to demonstrate a commitment to
implementation, monitoring, and enforcement of
the measure. Thus, we cannot verify that the
Project will demonstrate that all
Multifamily/Industrial/Commercial projects'
interior building lighting supports the use of
MM 4.13-18
Applicants for Multi-family/industrial/Commercial
projects shall consider providing preferential
parking spaces for ultra -low emission vehicles and
alternative fueled vehicles to encourage the use of
alternative fuels and ultra -low emission vehicles
MM 4.13-19
Prior to issuance of a building permit, the applicant
shall demonstrate that the proposed Multifamily/
Industrial/Commercial uses building or structure
designs incorporate exterior storage areas for
recyclables and green waste and adequate
recycling containers located in publi%ommon
areas pursuant to the adopted standards.
Documentation of compliance with this measure
shall be provided to the Planning and Building
Agency for review and approval. Installation of the
identified design features or equipment will be
confirmed by the City Building Official prior to
issuance of certificate of occupancy.
MM 4.13-20
All common area irrigation areas for Multi-
family/Industrial/Commercial projects shall
consider systems that are capable of being
operated by a computerized irrigation system
which includes an onsite weather station/ET gage
capable of reading current weather data and
making automatic adjustments to independent run
times for each irrigation valve based on changes in
temperature, solar radiation, relative humidity,
rain, and wind. In addition, the computerized
irrigation system shall also consider the ability to
be equipped with flow -sensing capabilities, thus
automatically shutting down the irrigation system
in the event of a mainline break or broken head.
These features will assist in conserving water,
eliminating the potential of slope failure due to
18
compact fluorescent light bulbs or equivalently
efficient lighting.
Here, the Addendum fails to address preferential
parking spaces for ultra -low emission vehicles and
alternative fueled vehicles to encourage the use of
alternative fuels and ultra -low emission vehicles. As
such, the Addendum fails to comply with this
aspect of the 2010 FEIR.
Here, the Addendum states that "the proposed
project would comply with the City's recycling
program and, consistent with the 2010 FEIR, solid
waste impacts would be less than significant" (p.
3.9-7). However, the Addendum fails to include any
specific information on what the Project's recycling
program would look like or demonstrate any
commitment to the implementation, monitoring, or
enforcement of this program. As such, the
Addendum fails to address exterior storage areas
for recyclables or adequate recycling containers
located in public/common areas. Furthermore, the
Addendum completely fails to address any
programs or plans for the management of green
waste, including exterior storage areas.
Here, the Addendum states that "weather -based
smart irrigation controllers would be used" (p. 3.5-
4, Table 3.5-2). However, the Addendum fails to
demonstrate any sort of commitment to the
implementation, monitoring, or enforcement of
this measure or details regarding specifics. The
Addendum should include information on Project -
specific smart irrigation plans, otherwise we cannot
verify that this measure will be applied or required
on the Project site. Furthermore, the Addendum
fails to address whether this weather -based smart
irrigation would include an onsite weather
station/ET gage capable of reading current weather
data and making automatic adjustments to
independent run times for each irrigation valve
based on changes in temperature, solar radiation,
relative humidity, rain, and wind. The Addendum
mainline breaks, and eliminating over -watering
also fails to address the consideration of flow -
and flooding due to pipe and/or head breaks.
sensing capabilities, slope failure due to mainline
breaks, and over -watering and flooding due to pipe
and/or head breaks.
MM 4.13-21
Here, the Addendum states that "[t]he proposed
Consideration of installation of solar roofs on
project would include provisions for PV solar panel
homes and businesses to offset the increasing
on roofs" (p. 3.5-4, Table 3.5-2). However, the
demand for energy and natural gas.
Addendum fails to elaborate on what these
provisions entail, the feasibility of solar roofs, or
any information on offsetting the increasing
demand for energy and natural gas. The Addendum
should include information on Project -specific
considerations regarding solar roofs, otherwise we
cannot verify that solar roofs were considered. As
such, the Addendum fails to comply with this
aspect of the 2010 FEIR.
MM 4.13-22
Here, the Addendum fails to address passive solar
Project applicants shall, where feasible,
design, including roof overhangs or canopies that
incorporate passive solar design features into the
block summer shade, but allow for winter sun, from
buildings, which may include roof overhangs or
penetrating south facing windows. As such, the
canopies that block summer shade, but that allow
Addendum fails to comply with this aspect of the
winter sun, from penetrating south facing
2010 FEIR.
windows.
MM 4.13-23
Here, the Addendum fails to address energy
Use Energy Efficient Roofing Materials. All roofing
efficient roofing materials, Energy Star roofing
materials used in commercial/retail buildings at
materials, or American Society for Testing and
the Mixed -Use Retail Development shall be Energy
Materials (ASTM) high emissivity requirements. As
Star° certified. All roof products shall also be
such, the Addendum fails to comply with this
certified to meet American Society for Testing and
aspect of the 2010 FEIR.
Materials (ASTM) high emissivity requirements.
(2) The Santa Ana County CAP is Not Applicable to the Project
As previously mentioned, the Project relies upon consistency with the City of Santa Ana's CAP to
determine Project significance. However, review of the plan demonstrates that the City of Santa Ana
CAP should be 2020. The CAP states,
"It is anticipated that new policy and technology options for reducing emissions may become
available before 2035; the CAP will need to be updated and additional measures may need to be
added to meet the 2035 goal" (p. 26).
19
Given the construction schedule, the Project is not set to become operational until the end of 2022
(Appendix C, pp. 135, 163, 188). However, the City of Santa Ana's CAP is only applicable to Project's that
will be fully operational by 2020, as the CAP should be updated to meet the 2035 goals included in the
CAP. Thus, we require that an updated CEQA analysis be prepared to include an adequate evaluation
and mitigation of the proposed Project's GHG emissions to ensure that impacts are reduced to a less
than significant level.
(3) The 2017 CARB Scoping Plan Cannot be Relied Upon to Determine Project
Significance;
The Addendum determines that the Project's GHG impact would be less than significant as a result of
consistency with CARB's Scoping Plan. However, this is incorrect. CEQA Guidelines § 15064.4(b)(3)
allows a lead agency to consider "[t]he extent to which the project complies with regulations or
requirements adopted to implement a statewide, regional, or local plan for the reduction or mitigation
of greenhouse gas emissions (see, e.g., section 15183.5(b))." (Emph. added). When adopting this
language, the California Natural Resources Agency ("Resources Agency') explained in its 2018 Final
Statement of Reasons for Regulatory Action ("2018 Statement of Reason")23 that it explicitly added
referenced to section 15183.5(b) because it was "needed to clarify that lead agencies may rely on plans
prepared pursuant to section 15183.5 in evaluating a project's [GHG] emissions ... [and] consistent with
the Agency's Final Statement of Reasons for the addition of section 15064.4, which states that
'proposed section 15064.4 is intended to be read in conjunction with ... proposed section 15183.5.
Those sections each indicate that local and regional plans may be developed to reduce GHG emissions."'
2018 Final Statement of Reason, p. 19 (emph. added); see also 2009 Final Statement of Reasons for
Regulatory Action, p. 27.24 When read in conjunction, CEQA Guidelines §§ 15064.4(b)(3) and
15183.5(b)(1) make clear qualified GHG reduction plans (also commonly referred to as a Climate Action
Plan ["CAP"]) should include the following features:
(1) Inventory: Quantify GHG emissions, both existing and projected over a specified time period,
resulting from activities (e.g., projects) within a defined geographic area (e.g., lead agency
jurisdiction);
(2) Establish GHG Reduction Goal: Establish a level, based on substantial evidence, below which
the contribution to GHG emissions from activities covered by the plan would not be
cumulatively considerable;
(3) Analyze Project Types: Identify and analyze the GHG emissions resulting from specific actions
or categories of actions anticipated within the geographic area;
23 Resources Agency (Nov. 2018) Final Statement of Reasons For Regulatory Action: Amendments To The State
CEQA Guidelines, http://resources.ca.gov/cega/docs/2018 CEQA Final Statement of%20Reasons 111218.pdf.
24 Resources Agency (Dec. 2009) Final Statement of Reasons for Regulatory Action, p. 27 ("Those sections each
indicate that local and regional plans may be developed to reduce GHG emissions. If such plans reduce
community -wide emissions to a level that is less than significant, a later project that complies with the
requirements in such a plan may be found to have a less than significant impact."), http://resources.ca.gov/cega/
docs/Final Statement of Reasons.pdf.
20
(4) Craft Performance Based Mitigation Measures: Specify measures or a group of measures,
including performance standards, that substantial evidence demonstrates, if implemented on a
project -by -project basis, would collectively achieve the specified emissions level;
(5) Monitoring: Establish a mechanism to monitor the CAP progress toward achieving said level
and to require amendment if the plan is not achieving specified levels;
The above -listed CAP features provide the necessary substantial evidence demonstrating a proiect's
incremental contribution is not cumulative considerable, as required under CEQA Guidelines §
15064.4(b)(3).25 Here, however, the Addendum fails to demonstrate that the plans and policies include
the above -listed requirements to be considered a qualified CAP for the City. As such, the Addendum
leaves an analytical gap showing that compliance with said plans can be used for a project -level
significance determination. Thus, the Addendum's GHG analysis should not be relied upon to determine
Project significance.
(4) Incorrect and Unsubstantiated Analysis Demonstrates Significant GHG Impact
In addition to the Addendum's failure to demonstrate compliance with the FEIR, the Addendum fails to
adequately compare the Project's annual GHG emissions to the applicable SCAQMD threshold.
First, the FEIR states "[w]ith programmatic mitigation incorporated at the individual component level,
the components themselves may be less than significant on a site -by -site basis, but will be required to
do individual air quality impact analyses to determine their independent significance levels" (p. 4.13-18).
However, while the Addendum quantifies the Project's GHG emissions, it fails to determine the Project's
significance levels based on relevant SCAQMD thresholds.
Review of the Addendum demonstrates that the Project would result in a net increase of 2,231 metric
tons of CO2 equivalents per year (MT CO2e/year) (see excerpt below) (p. 3.5-2).
21 See Mission Bay Alliance v. Office of Community Investment & Infrastructure (2016) 6 Cal.App.5th 160, 200-201
(Upheld qualitative GHG analysis when based on city's adopted its greenhouse gas strategy that contained
"multiple elements" of CEQA Guidelines § 15183.5(b), "quantification of [city's] baseline levels of [GHG] emissions
and planned reductions[,]" approved by the regional air district, and "[a]t the heart" of the city's greenhouse gas
strategy was "specific regulations" and measures to be implemented on a "project -by -project basis ... designed to
achieve the specified citywide emission level.").
21
Table 3.5-1 Construction and O
GHG Emissions
Construction Emissions Amortized over 30Yea rs
303
Operatio-nal Emissions
Area
57
Energy
"I
Mobile
1,585
MIEN
57
'Hater
39
Total Project Emissions
%231
2010 FEIR Emissions
98, 11
=Tatal cars-radiar ernissions.frorr tqe pWasec nnojed woLIC oe 695 MT CDC AMD•C.2ed ewer 30 years, per SCAW D ;uidance. tqe
p•ojed waula resL t it 34 W Me. SeaCaIEEMad outputs in AppendiK C.
h Dtes: Sae ,r.ppenc iK C far all modeling ws i mptions.
Sau,oe: BA 2D19, dppendbK C
As you can see in the excerpt above, the Addendum concludes that the Project will produce 2,231 MT
CO2e/year from construction and operation. However, this is incorrect for two reasons.
First, the Addendum's CalEEMod model relies upon incorrect input parameters to estimate the Project's
criteria air pollutant and GHG emissions, resulting in an underestimation of Project emissions.
Therefore, we find the Addendum's quantitative GHG analysis to be incorrect and unreliable.
Furthermore, the Addendum should have compared the Project's quantified GHG emissions to the 2030
substantial progress service population efficiency threshold of 3.0 MT CO2e/SP/year, as the Project's
development would occur beyond 2020 and the Project would become operational in 2022. We
calculated the Project's service population by totaling the Project's anticipated residents and
employees.26 If the correct threshold had been used to adequately evaluate the Project's emissions, a
significant impact would be revealed that was not previously identified in the Addendum (see table
below).
Annual Greenhouse Gas Emissions Efficiency
Source Project Emissions Unit
Addendum Annual Emissions 2,231 MT CO2e/year
Maximum Service Population 653 Residents &Employees
Per Service Population Annual Emissions 3.42 MT CO2e/sp/year
2035 SCAQMD Project Level Efficiency Threshold 3.0 MT CO2e/sp/year
Exceed? Yes -
2s Service Population = Residents + Employees = 629 + 24 = 653;
Residents identified as 629 (Appendices, pp. 135); Employees identified as approximately 24 (13,350 / 549), see
"Building Area Per Employee By Business Type." USGBC, May 2008, available at:
https://www.usgbc.org/druPaI/legacy/usgbc/dots/Archive/General/Docs4111.pdf
22
As you can see in the excerpt above, when we compare the per service population emissions estimated
in the Addendum to the relevant SCAQMD threshold, the Project's 2022 service population efficiency
value of 3.42 MT CO2e/SP/year exceeds the 2035 service population efficiency threshold of 3.0 MT
CO2e/SP/year. Thus, we find a significant GHG impact not previously identified in the Addendum.
According to CEQA Guidelines § 15064.4(b), if there is substantial evidence that the possible effects of a
particular project are still cumulatively considerable notwithstanding compliance with the adopted
regulations or requirements, a full CEQA analysis must be prepared for the project. The Addendum may
not ignore this analysis and application of routinely used GHG thresholds by claiming discretion in
deciding which thresholds it wishes to employ. As one court explained when setting aside an EIR where
commenters questioned the city's use of a particular threshold, the discretion granted to lead agencies
are not "unbounded" and (emphasis added):
"[T]he fact that a particular environmental effect meets a particular threshold cannot be used as
an automatic determinant that the effect is or is not significant ... a threshold of significance
cannot be applied in a way that would foreclose the consideration of other substantial evidence
tending to show the environmental effect to which the threshold relates might be significant." East
Sacramento Partnership for a Livable City v. City of Sacramento (2016) 5 Cal.App.5th 281, 300,
303-304 (internal citations omitted).
Thus, the results of the above analysis provide substantial evidence that the proposed Project's GHG
emissions are still cumulatively considerable notwithstanding its purported compliance with the FEIR,
Santa Ana CAP, and 2017 CARB Scoping Plan (as challenged herein). Therefore, an updated CEQA
analysis must be prepared for the Project, and mitigation should be implemented where necessary, per
CEQA guidelines.
(S) Updated Analysis Indicates Significant Impact
In an effort to adequately assess the Project's GHG impact, we prepared a simple analysis using the
emission estimates provided in the SWAPE CaIEEMod output files and compared them to the SCAQMD's
2035 service population efficiency threshold. According to the CaIEEMod output files, the amortized
construction of the Project would result in approximately 35.5 MT CO2e per year27 and operation of the
Project would result in a net emission increase of approximately 2,529.8 MT CO2e.28
According to CAPCOA's CEQA & Climate Change report, service population is defined as "the sum of the
number of residents and the number of jobs supported by the project."29 According to the Addendum,
the Project would result in 629 new residents (Appendix C, pp. 135, 163, 188). The Addendum failed to
provide the estimated number of employees supported by the Project, so we estimated a value of 24
new employees, based on the square footage of the proposed retail land use and USGBC's Building Area
27 Amortized Construction = (393.31 + 653.88 + 16.82) / 30 = 35.5 MT CO2e
28 Net Operational = Area + Energy + Mobile + Waste + Water = (56.95 + 713.72 + 1,661.83 + 57.94 + 39.32) _
2,529.76 MT CO2e
29 CAPCOA (Jan. 2008) CEQA & Climate Change, p. 71-72, http://www.capcoa.org/wp-
content/u P loads/2012/03/CAPCOA-W h ite-Pa per. pdf.
23
Per Employee by Business Type.30 Thus, we calculated a service population of 653. Dividing the Project's
emissions by a service population value of 653 people, we find that the Project would emit
approximately 3.9 MT CO2e/SP/year. When we apply the Project's GHG emissions to the SCAQMD's 3.0
MTCO2e/year threshold for the 2035 target, we find that the Project's emissions would exceed the
threshold (see table below).
Project Annual Greenhouse Gas Emissions
Proposed
Project Phase Project (MT
COze/year)
Construction (amortized over 30 years)
35.5
Area
56.9
Energy
713.7
Mobile
1661.8
Waste
57.9
Water
39.3
Total
2565.2
Service Population
653.3
Service Population Efficiency
3.9
Efficiency Threshold
3.0
Exceed?
Yes
As the table above demonstrates, when correct input parameters are used to model Project emissions,
the Project's total GHG emissions exceed the SCAQMD efficiency threshold of 3.0 MT CO2e/SP/year,
thus resulting in a significant impact not previously assessed or identified in the Addendum. As a result,
an updated GHG analysis should be prepared in a Project -specific Addendum and additional mitigation
should be incorporated into the Project, such as those listed below.
SWAPE has received limited discovery regarding this project. Additional information may become
available in the future; thus, we retain the right to revise or amend this report when additional
information becomes available. Our professional services have been performed using that degree of
care and skill ordinarily exercised, under similar circumstances, by reputable environmental consultants
practicing in this or similar localities at the time of service. No other warranty, expressed or implied, is
made as to the scope of work, work methodologies and protocols, site conditions, analytical testing
results, and findings presented. This report reflects efforts which were limited to information that was
reasonably accessible at the time of the work, and may contain informational gaps, inconsistencies, or
otherwise be incomplete due to the unavailability or uncertainty of information obtained or provided by
third parties.
30USGBC (May 2008), https://www.usgbc.org/drupaI/legacy/usgbc/docs/Archive/General/Docs4111.pdf.
24
Sincerely,
Matt Hagemann, P.G., C.Hg.
(4'. ( vo
Paul E. Rosenfeld, Ph.D.
25
AERSCREEN 16216 / AERMOD 19191
TITLE: First American Construction
11/15/19
11:15:24
-----------------------------------------------------------------------------
****************************** AREA PARAMETERS ****************************
SOURCE EMISSION RATE
AREA EMISSION RATE:
AREA HEIGHT:
AREA SOURCE LONG SIDE:
AREA SOURCE SHORT SIDE:
INITIAL VERTICAL DIMENSION:
RURAL OR URBAN:
POPULATION:
INITIAL PROBE DISTANCE =
0.137E-02 g/s
0.199E-06 g/(s-m2)
3.00 meters
83.00 meters
83.00 meters
1.50 meters
URBAN
334136
5000. meters
0.109E-01 lb/hr
0.158E-05 lb/(hr-m2)
9.84 feet
272.31 feet
272.31 feet
4.92 feet
16404. feet
-----------------------------------------------------------------------------
*********************** BUILDING DOWNWASH PARAMETERS **********************
BUILDING DOWNWASH NOT USED FOR NON -POINT SOURCES
-----------------------------------------------------------------------------
************************** FLOW SECTOR ANALYSIS ***************************
25 meter receptor spacing: 1. meters - 5000. meters
-----------------------------------------------------------------------------
MAXIMUM IMPACT RECEPTOR
Zo SURFACE 1-HR CONC RADIAL DIST TEMPORAL
SECTOR ROUGHNESS (ug/m3) (deg) (m) PERIOD
-----------------------------------------------------
1* 1.000 4.659 35 50.0 WIN
* = worst case diagonal
********************** MAKEMET METEOROLOGY PARAMETERS *********************
-----------------------------------------------------------------------------
MIN/MAX TEMPERATURE
MINIMUM WIND SPEED:
ANEMOMETER HEIGHT:
250.0 / 310.0 (K)
0.5 m/s
10.000 meters
SURFACE CHARACTERISTICS INPUT: AERMET SEASONAL TABLES
DOMINANT SURFACE PROFILE: Urban
DOMINANT CLIMATE TYPE: Average Moisture
DOMINANT SEASON: Winter
ALBEDO:
BOWEN RATIO:
ROUGHNESS LENGTH:
0.35
1.50
1.000 (meters)
SURFACE FRICTION VELOCITY (U*) NOT ADUSTED
METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAXIMUM IMPACT
-------------------------------------------------------------
YR MO DY IDY HR
10 01 10 10 01
HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO REF WS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50
HT REF TA HT
10.0 310.0 2.0
-----------------------------------------------------------------------------
************************ AERSCREEN AUTOMATED DISTANCES **********************
OVERALL MAXIMUM CONCENTRATIONS BY DISTANCE
-----------------------------------------------------------------------------
MAXIMUM
DIST 1-HR CONC
(m) (ug/m3)
---------------------
1.00 3.271
MAXIMUM
DIST 1-HR CONC
(m) (ug/m3)
---------------------
2525.00 0.2563E-01
25.00
4.027
2550.00
0.2528E-01
50.00
4.659
2575.00
0.2495E-01
75.00
3.083
2600.00
0.2462E-01
100.00
1.954
2625.00
0.2430E-01
125.00
1.437
2650.00
0.2399E-01
150.01
1.130
2675.00
0.2368E-01
174.99
0.9234
2700.00
0.2338E-01
200.00
0.7757
2725.00
0.2309E-01
225.00
0.6647
2749.99
0.2280E-01
250.00
0.5787
2775.00
0.2252E-01
274.99
0.5104
2800.00
0.2225E-01
300.00
0.4550
2825.00
0.2198E-01
325.00
0.4092
2850.00
0.2171E-01
350.00
0.3708
2875.00
0.2146E-01
375.01
0.3383
2900.00
0.2120E-01
400.00
0.3104
2925.00
0.2095E-01
425.00
0.2862
2950.00
0.2071E-01
450.00
0.2651
2975.00
0.2047E-01
475.00
0.2466
3000.00
0.2024E-01
500.00
0.2302
3025.00
0.2001E-01
525.00
0.2156
3050.00
0.1979E-01
550.00
0.2025
3075.00
0.1957E-01
575.00
0.1907
3100.00
0.1935E-01
600.00
0.1801
3125.00
0.1914E-01
625.00
0.1704
3150.00
0.1893E-01
650.00
0.1617
3175.00
0.1873E-01
675.00
0.1537
3200.00
0.1853E-01
699.99
0.1463
3225.00
0.1833E-01
725.00
0.1395
3250.00
0.1814E-01
750.00
0.1332
3275.00
0.1795E-01
775.00
0.1274
3300.00
0.1777E-01
800.00
0.1220
3325.00
0.1758E-01
825.00
0.1171
3350.00
0.1740E-01
850.00
0.1124
3375.00
0.1723E-01
875.00
0.1081
3400.00
0.1705E-01
900.00
0.1040
3425.00
0.1688E-01
925.00
0.1002
3450.00
0.1672E-01
950.00
0.9666E-01
3475.00
0.1655E-01
975.00
0.9332E-01
3500.00
0.1639E-01
1000.00
0.9018E-01
3525.00
0.1623E-01
1025.00
0.8722E-01
3550.00
0.1608E-01
1050.00
0.8442E-01
3575.00
0.1592E-01
1075.00
0.8176E-01
3600.00
0.1577E-01
1100.00
0.7924E-01
3625.00
0.1562E-01
1125.00
0.7685E-01
3650.00
0.1548E-01
1149.99
0.7459E-01
3675.00
0.1533E-01
1175.00
0.7244E-01
3700.00
0.1519E-01
1200.00
0.7039E-01
3725.00
0.1505E-01
1225.00
0.6844E-01
3750.00
0.1491E-01
1250.00
0.6658E-01
3775.00
0.1478E-01
1275.00
0.6481E-01
3800.00
0.1465E-01
1300.00
0.6312E-01
3825.00
0.1452E-01
1325.00
0.6151E-01
3850.00
0.1439E-01
1350.00
0.5996E-01
3875.00
0.1426E-01
1375.00
0.5848E-01
3900.00
0.1413E-01
1400.00
0.5707E-01
3925.00
0.1401E-01
1425.00
0.5613E-01
3950.00
0.1389E-01
1450.00
0.5481E-01
3975.00
0.1377E-01
1475.00
0.5354E-01
4000.00
0.1365E-01
1500.00
0.5232E-01
4025.00
0.1354E-01
1525.00
0.5114E-01
4050.00
0.1342E-01
1550.00
0.5002E-01
4075.00
0.1331E-01
1575.00
0.4893E-01
4100.00
0.1320E-01
1600.00
0.4788E-01
4125.00
0.1309E-01
1625.00
0.4688E-01
4150.00
0.1298E-01
1650.00
0.4591E-01
4175.00
0.1288E-01
1675.00
0.4497E-01
4200.00
0.1277E-01
1700.00
0.4407E-01
4225.00
0.1267E-01
1725.00
0.4319E-01
4250.00
0.1257E-01
1750.00
0.4235E-01
4275.00
0.1247E-01
1775.00
0.4153E-01
4300.00
0.1237E-01
1800.00
0.4075E-01
4325.00
0.1227E-01
1825.00
0.3998E-01
4350.00
0.1217E-01
1850.00
0.3924E-01
4375.00
0.1208E-01
1875.00
0.3853E-01
4400.00
0.1198E-01
1900.00
0.3784E-01
4425.00
0.1189E-01
1924.99
0.3716E-01
4449.99
0.1180E-01
1950.00
0.3651E-01
4475.00
0.1171E-01
1975.00
0.3588E-01
4500.00
0.1162E-01
2000.00
0.3527E-01
4525.00
0.1153E-01
2025.00
0.3467E-01
4550.00
0.1145E-01
2050.00
0.3409E-01
4575.00
0.1136E-01
2075.00
0.3353E-01
4600.00
0.1128E-01
2099.99
0.3299E-01
4625.00
0.1119E-01
2124.99
0.3246E-01
4650.00
0.1111E-01
2150.00
0.3194E-01
4675.00
0.1103E-01
2175.00
0.3144E-01
4700.00
0.1095E-01
2200.00
0.3095E-01
4725.00
0.1087E-01
2225.00
0.3048E-01
4750.00
0.1079E-01
2250.00
0.3001E-01
4775.00
0.1072E-01
2275.00
0.2956E-01
4800.00
0.1064E-01
2300.00
0.2912E-01
4825.00
0.1056E-01
2325.00
0.2869E-01
4850.00
0.1049E-01
2350.00
0.2828E-01
4875.00
0.1042E-01
2375.00
0.2787E-01
4900.00
0.1034E-01
2399.99
0.2747E-01
4924.99
0.1027E-01
2425.00
0.2709E-01
4950.00
0.1020E-01
2449.99
0.2671E-01
4975.00
0.1013E-01
2475.00
0.2634E-01
5000.00
0.1006E-01
2500.00
0.2598E-01
-----------------------------------------------------------------------------
********************** AERSCREEN MAXIMUM IMPACT SUMMARY *********************
3-hour, 8-hour, and 24-hour scaled
concentrations are equal to the 1-hour concentration as referenced in
SCREENING PROCEDURES FOR ESTIMATING THE AIR QUALITY
IMPACT OF STATIONARY SOURCES, REVISED (Section 4.5.4)
Report number EPA-454/R-92-019
http://www.epa.gov/scramOOl/guidance_permit.htm
under Screening Guidance
MAXIMUM
1-HOUR
CALCULATION CONC
PROCEDURE (ug/m3)
-------------------------
FLAT TERRAIN 4.659
DISTANCE FROM SOURCE
IMPACT AT THE
AMBIENT BOUNDARY
3.271
SCALED
SCALED
SCALED
SCALED
3-HOUR
8-HOUR
24-HOUR
ANNUAL
CONC
CONC
CONC
CONC
(ug/m3)
----------
(ug/m3)
----------
(ug/m3)
----------
(ug/m3)
----------
4.659
4.659
4.659
N/A
51.00 meters
3.271 3.271 3.271 N/A
DISTANCE FROM SOURCE 1.00 meters
Concentration Distance Elevation Diag Season/Month Zo sector Date
H0 U* W* DT/DZ ZICNV ZIMCH M-0 LEN Z0 BOWEN ALBEDO REF WS HT
REF TA HT
0.32710E+01 1.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.40272E+01 25.00 0.00 50.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.46589E+01 50.00 0.00 35.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
* 0.46595E+01 51.00 0.00 35.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.30829E+01 75.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.19537E+01 100.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.14372E+01 125.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.11296E+01 150.01 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.92341E+00 174.99 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.77568E+00 200.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.66468E+00 225.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.57867E+00 250.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.51040E+00 274.99 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.45502E+00 300.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.40925E+00 325.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.37079E+00 350.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.33835E+00
375.01
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.31042E+00
400.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.28617E+00
425.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.26510E+00
450.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.24660E+00
475.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23023E+00
500.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21561E+00
525.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20247E+00
550.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19073E+00
575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18012E+00
600.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17043E+00
625.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16166E+00
650.00
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15367E+00
675.00
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14629E+00
699.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13950E+00
725.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13322E+00
750.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12742E+00
775.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12205E+00
800.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11706E+00
825.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11242E+00
850.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10809E+00
875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10404E+00
900.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10023E+00
925.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.96658E-01
950.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.93322E-01
975.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.90182E-01
1000.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.87219E-01
1025.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.84423E-01
1050.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.81765E-01
1075.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.79242E-01
1100.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.76854E-01
1125.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.74593E-01
1149.99
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.72440E-01
1175.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.70394E-01
1200.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.68443E-01
1225.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.66581E-01
1250.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.64807E-01
1275.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.63119E-01
1300.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.61505E-01
1325.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.59961E-01
1350.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.58481E-01
1375.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.57070E-01
1400.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.56128E-01
1425.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.54805E-01
1450.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.53535E-01
1475.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.52315E-01
1500.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.51143E-01
1525.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.50015E-01
1550.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.48930E-01
1575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.47885E-01
1600.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.46878E-01
1625.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.45907E-01
1650.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.44970E-01
1675.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.44066E-01
1700.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.43193E-01
1725.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.42349E-01
1750.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.41534E-01
1775.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.40745E-01
1800.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.39983E-01
1825.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.39244E-01
1850.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.38529E-01
1875.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.37836E-01
1900.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.37164E-01
1924.99
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.36513E-01
1950.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.35881E-01
1975.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.35268E-01
2000.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.34672E-01
2025.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.34095E-01
2050.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.33533E-01
2075.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.32987E-01
2099.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.32457E-01
2124.99
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.31941E-01
2150.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.31439E-01
2175.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.30951E-01
2200.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.30475E-01
2225.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.30012E-01
2250.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.29562E-01
2275.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.29122E-01
2300.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.28694E-01
2325.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.28277E-01
2350.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.27870E-01
2375.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.27474E-01
2399.99
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.27086E-01
2425.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.26709E-01
2449.99
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.26340E-01
2475.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25980E-01
2500.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25628E-01
2525.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25285E-01
2550.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.24949E-01
2575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.24621E-01
2600.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.24301E-01
2625.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23988E-01
2650.00
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23681E-01
2675.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23381E-01
2700.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23088E-01
2725.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.22801E-01
2749.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.22521E-01
2775.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.22246E-01
2800.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21977E-01
2825.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21713E-01
2850.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21455E-01
2875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21202E-01
2900.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20955E-01
2925.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20712E-01
2950.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20474E-01
2975.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20241E-01
3000.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20012E-01
3025.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19788E-01
3050.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19568E-01
3075.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19352E-01
3100.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19141E-01
3125.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18933E-01
3150.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18730E-01
3175.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18530E-01
3200.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18333E-01
3225.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18141E-01
3250.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17951E-01
3275.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17765E-01
3300.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17583E-01
3325.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17403E-01
3350.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17227E-01
3375.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17054E-01
3400.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16884E-01
3425.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16717E-01
3450.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16552E-01
3475.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16391E-01
3500.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16232E-01
3525.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16076E-01
3550.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15922E-01
3575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15771E-01
3600.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15622E-01
3625.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15476E-01
3650.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15332E-01
3675.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15191E-01
3700.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15051E-01
3725.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14914E-01
3750.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14779E-01
3775.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14646E-01
3800.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14515E-01
3825.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14387E-01
3850.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14260E-01
3875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14135E-01
3900.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14012E-01
3925.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13891E-01
3950.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13771E-01
3975.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13654E-01
4000.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13538E-01
4025.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13423E-01
4050.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13311E-01
4075.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13200E-01
4100.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13091E-01
4125.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12983E-01
4150.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12877E-01
4175.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12772E-01
4200.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12669E-01
4225.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12567E-01
4250.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12466E-01
4275.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12367E-01
4300.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12270E-01
4325.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12173E-01
4350.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12078E-01
4375.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11984E-01
4400.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11892E-01
4425.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11801E-01
4449.99
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11711E-01
4475.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11622E-01
4500.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11534E-01
4525.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11447E-01
4550.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11362E-01
4575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11277E-01
4600.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11194E-01
4625.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11112E-01
4650.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11031E-01
4675.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10950E-01
4700.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10871E-01
4725.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10793E-01
4750.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10716E-01
4775.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10639E-01
4800.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10564E-01
4825.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10490E-01
4850.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10416E-01
4875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10344E-01
4900.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10272E-01
4924.99
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10201E-01 4950.00
-1.30 0.043 -9.000 0.020 -999.
310.0 2.0
0.10131E-01 4975.00
-1.30 0.043 -9.000 0.020 -999.
310.0 2.0
0.10062E-01 5000.00
-1.30 0.043 -9.000 0.020 -999.
310.0 2.0
0.00
5.0 Winter
0-360
10011001
21.
6.0 1.000 1.50
0.35
0.50 10.0
0.00
0.0 Winter
0-360
10011001
21.
6.0 1.000 1.50
0.35
0.50 10.0
0.00
0.0 Winter
0-360
10011001
21.
6.0 1.000 1.50
0.35
0.50 10.0
AERSCREEN 16216 / AERMOD 19191
TITLE: First American Operation
11/15/19
11:17:58
-----------------------------------------------------------------------------
****************************** AREA PARAMETERS ****************************
SOURCE EMISSION RATE
AREA EMISSION RATE:
AREA HEIGHT:
AREA SOURCE LONG SIDE:
AREA SOURCE SHORT SIDE:
INITIAL VERTICAL DIMENSION:
RURAL OR URBAN:
POPULATION:
INITIAL PROBE DISTANCE =
0.112E-02 g/s
0.163E-06 g/(s-m2)
3.00 meters
83.00 meters
83.00 meters
1.50 meters
URBAN
334136
5000. meters
0.893E-02 lb/hr
0.130E-05 lb/(hr-m2)
9.84 feet
272.31 feet
272.31 feet
4.92 feet
16404. feet
-----------------------------------------------------------------------------
*********************** BUILDING DOWNWASH PARAMETERS **********************
BUILDING DOWNWASH NOT USED FOR NON -POINT SOURCES
-----------------------------------------------------------------------------
************************** FLOW SECTOR ANALYSIS ***************************
25 meter receptor spacing: 1. meters - 5000. meters
-----------------------------------------------------------------------------
MAXIMUM IMPACT RECEPTOR
Zo SURFACE 1-HR CONC RADIAL DIST TEMPORAL
SECTOR ROUGHNESS (ug/m3) (deg) (m) PERIOD
-----------------------------------------------------
1* 1.000 3.831 35 50.0 WIN
* = worst case diagonal
********************** MAKEMET METEOROLOGY PARAMETERS *********************
-----------------------------------------------------------------------------
MIN/MAX TEMPERATURE
MINIMUM WIND SPEED:
ANEMOMETER HEIGHT:
250.0 / 310.0 (K)
0.5 m/s
10.000 meters
SURFACE CHARACTERISTICS INPUT: AERMET SEASONAL TABLES
DOMINANT SURFACE PROFILE: Urban
DOMINANT CLIMATE TYPE: Average Moisture
DOMINANT SEASON: Winter
ALBEDO:
BOWEN RATIO:
ROUGHNESS LENGTH:
0.35
1.50
1.000 (meters)
SURFACE FRICTION VELOCITY (U*) NOT ADUSTED
METEOROLOGY CONDITIONS USED TO PREDICT OVERALL MAXIMUM IMPACT
-------------------------------------------------------------
YR MO DY IDY HR
10 01 10 10 01
HO U* W* DT/DZ ZICNV ZIMCH M-0 LEN ZO BOWEN ALBEDO REF WS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50
HT REF TA HT
10.0 310.0 2.0
-----------------------------------------------------------------------------
************************ AERSCREEN AUTOMATED DISTANCES **********************
OVERALL MAXIMUM CONCENTRATIONS BY DISTANCE
-----------------------------------------------------------------------------
MAXIMUM
DIST 1-HR CONC
(m) (ug/m3)
---------------------
1.00 2.690
MAXIMUM
DIST 1-HR CONC
(m) (ug/m3)
---------------------
2525.00 0.2107E-01
25.00
3.311
2550.00
0.2079E-01
50.00
3.831
2575.00
0.2051E-01
75.00
2.535
2600.00
0.2025E-01
100.00
1.606
2625.00
0.1998E-01
125.00
1.182
2650.00
0.1972E-01
150.01
0.9289
2675.00
0.1947E-01
174.99
0.7593
2700.00
0.1923E-01
200.00
0.6378
2725.00
0.1898E-01
225.00
0.5465
2749.99
0.1875E-01
250.00
0.4758
2775.00
0.1852E-01
274.99
0.4197
2800.00
0.1829E-01
300.00
0.3741
2824.99
0.1807E-01
325.00
0.3365
2850.00
0.1785E-01
350.00
0.3049
2875.00
0.1764E-01
375.01
0.2782
2900.00
0.1743E-01
400.00
0.2552
2925.00
0.1723E-01
425.00
0.2353
2950.00
0.1703E-01
450.00
0.2180
2975.00
0.1683E-01
475.00
0.2028
3000.00
0.1664E-01
500.00
0.1893
3025.00
0.1646E-01
525.00
0.1773
3050.00
0.1627E-01
550.00
0.1665
3075.00
0.1609E-01
575.00
0.1568
3100.00
0.1591E-01
600.00
0.1481
3125.00
0.1574E-01
625.00
0.1401
3150.00
0.1557E-01
650.00
0.1329
3174.99
0.1540E-01
675.00
0.1264
3200.00
0.1524E-01
699.99
0.1203
3225.00
0.1507E-01
725.00
0.1147
3250.00
0.1492E-01
750.00
0.1095
3275.00
0.1476E-01
775.00
0.1048
3300.00
0.1461E-01
800.00
0.1004
3325.00
0.1446E-01
825.00
0.9625E-01
3350.00
0.1431E-01
850.00
0.9243E-01
3375.00
0.1417E-01
875.00
0.8888E-01
3400.00
0.1402E-01
900.00
0.8555E-01
3425.00
0.1388E-01
925.00
0.8242E-01
3450.00
0.1375E-01
950.00
0.7948E-01
3475.00
0.1361E-01
975.00
0.7673E-01
3499.99
0.1348E-01
1000.00
0.7415E-01
3525.00
0.1335E-01
1025.00
0.7172E-01
3550.00
0.1322E-01
1050.00
0.6942E-01
3575.00
0.1309E-01
1075.00
0.6723E-01
3600.00
0.1297E-01
1100.00
0.6516E-01
3625.00
0.1285E-01
1125.00
0.6319E-01
3650.00
0.1273E-01
1149.99
0.6133E-01
3675.00
0.1261E-01
1175.00
0.5956E-01
3700.00
0.1249E-01
1200.00
0.5788E-01
3725.00
0.1238E-01
1225.00
0.5628E-01
3750.00
0.1226E-01
1250.00
0.5475E-01
3775.00
0.1215E-01
1275.00
0.5329E-01
3800.00
0.1204E-01
1300.00
0.5190E-01
3825.00
0.1194E-01
1325.00
0.5057E-01
3850.00
0.1183E-01
1350.00
0.4930E-01
3875.00
0.1173E-01
1375.00
0.4809E-01
3900.00
0.1162E-01
1400.00
0.4693E-01
3925.00
0.1152E-01
1425.00
0.4615E-01
3950.00
0.1142E-01
1450.00
0.4506E-01
3975.00
0.1132E-01
1475.00
0.4402E-01
4000.00
0.1123E-01
1500.00
0.4302E-01
4024.99
0.1113E-01
1525.00
0.4205E-01
4050.00
0.1104E-01
1550.00
0.4113E-01
4075.00
0.1094E-01
1575.00
0.4023E-01
4100.00
0.1085E-01
1600.00
0.3937E-01
4125.00
0.1076E-01
1625.00
0.3855E-01
4150.00
0.1068E-01
1650.00
0.3775E-01
4175.00
0.1059E-01
1675.00
0.3698E-01
4200.00
0.1050E-01
1700.00
0.3623E-01
4225.00
0.1042E-01
1725.00
0.3552E-01
4250.00
0.1033E-01
1750.00
0.3482E-01
4275.00
0.1025E-01
1775.00
0.3415E-01
4300.00
0.1017E-01
1800.00
0.3350E-01
4325.00
0.1009E-01
1824.99
0.3288E-01
4350.00
0.1001E-01
1850.00
0.3227E-01
4375.00
0.9931E-02
1875.00
0.3168E-01
4400.00
0.9854E-02
1899.99
0.3111E-01
4425.00
0.9778E-02
1924.99
0.3056E-01
4449.99
0.9703E-02
1950.00
0.3002E-01
4475.00
0.9629E-02
1975.00
0.2950E-01
4499.99
0.9556E-02
2000.00
0.2900E-01
4525.00
0.9484E-02
2025.00
0.2851E-01
4550.00
0.9413E-02
2050.00
0.2803E-01
4575.00
0.9342E-02
2075.00
0.2757E-01
4599.99
0.9273E-02
2099.99
0.2712E-01
4625.00
0.9204E-02
2124.99
0.2669E-01
4650.00
0.9137E-02
2150.00
0.2626E-01
4674.99
0.9070E-02
2175.00
0.2585E-01
4700.00
0.9004E-02
2200.00
0.2545E-01
4725.00
0.8939E-02
2225.00
0.2506E-01
4750.00
0.8875E-02
2250.00
0.2468E-01
4774.99
0.8811E-02
2275.00
0.2431E-01
4800.00
0.8748E-02
2300.00
0.2395E-01
4825.00
0.8686E-02
2325.00
0.2359E-01
4850.00
0.8625E-02
2350.00
0.2325E-01
4875.00
0.8565E-02
2375.00
0.2292E-01
4899.99
0.8505E-02
2400.00
0.2259E-01
4924.99
0.8446E-02
2425.00
0.2227E-01
4950.00
0.8388E-02
2450.00
0.2196E-01
4975.00
0.8330E-02
2475.00
0.2166E-01
5000.00
0.8273E-02
2500.00
0.2136E-01
-----------------------------------------------------------------------------
********************** AERSCREEN MAXIMUM IMPACT SUMMARY *********************
3-hour, 8-hour, and 24-hour scaled
concentrations are equal to the 1-hour concentration as referenced in
SCREENING PROCEDURES FOR ESTIMATING THE AIR QUALITY
IMPACT OF STATIONARY SOURCES, REVISED (Section 4.5.4)
Report number EPA-454/R-92-019
http://www.epa.gov/scramOOl/guidance_permit.htm
under Screening Guidance
MAXIMUM
1-HOUR
CALCULATION CONC
PROCEDURE (ug/m3)
-------------------------
FLAT TERRAIN 3.831
DISTANCE FROM SOURCE
IMPACT AT THE
AMBIENT BOUNDARY
SCALED
SCALED
SCALED
SCALED
3-HOUR
8-HOUR
24-HOUR
ANNUAL
CONC
CONC
CONC
CONC
(ug/m3)
----------
(ug/m3)
----------
(ug/m3)
----------
(ug/m3)
----------
3.831
3.831
3.831
N/A
51.00 meters
2.690 2.690 2.690 N/A
DISTANCE FROM SOURCE 1.00 meters
Concentration Distance Elevation Diag Season/Month Zo sector Date
H0 U* W* DT/DZ ZICNV ZIMCH M-0 LEN Z0 BOWEN ALBEDO REF WS HT
REF TA HT
0.26896E+01 1.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.33114E+01 25.00 0.00 50.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.38308E+01 50.00 0.00 35.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
* 0.38313E+01 51.00 0.00 35.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.25349E+01 75.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.16065E+01 100.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.11818E+01 125.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.92885E+00 150.01 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.75928E+00 174.99 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.63781E+00 200.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.54654E+00 225.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.47581E+00 250.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.41968E+00 274.99 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.37414E+00 300.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.33651E+00 325.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.30488E+00 350.00 0.00 45.0 Winter 0-360 10011001
-1.30 0.043 -9.000 0.020 -999. 21. 6.0 1.000 1.50 0.35 0.50 10.0
310.0 2.0
0.27821E+00
375.01
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25525E+00
400.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23531E+00
425.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21798E+00
450.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20277E+00
475.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18931E+00
500.00
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17728E+00
525.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16648E+00
550.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15683E+00
575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14810E+00
600.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14014E+00
625.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13292E+00
650.00
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12635E+00
675.00
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12029E+00
699.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11471E+00
725.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10954E+00
750.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10477E+00
775.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10035E+00
800.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.96254E-01
825.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.92435E-01
850.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.88878E-01
875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.85549E-01
900.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.82416E-01
925.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.79478E-01
950.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.76734E-01
975.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.74152E-01
1000.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.71717E-01
1025.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.69417E-01
1050.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.67232E-01
1075.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.65158E-01
1100.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.63194E-01
1125.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.61334E-01
1149.99
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.59564E-01
1175.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.57882E-01
1200.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.56277E-01
1225.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.54747E-01
1250.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.53288E-01
1275.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.51900E-01
1300.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.50573E-01
1325.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.49304E-01
1350.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.48086E-01
1375.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.46926E-01
1400.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.46152E-01
1425.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.45064E-01
1450.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.44020E-01
1475.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.43017E-01
1500.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.42053E-01
1525.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.41125E-01
1550.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.40233E-01
1575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.39373E-01
1600.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.38545E-01
1625.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.37747E-01
1650.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.36977E-01
1675.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.36233E-01
1700.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.35516E-01
1725.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.34822E-01
1750.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.34152E-01
1775.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.33503E-01
1800.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.32876E-01
1824.99
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.32269E-01
1850.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.31680E-01
1875.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.31111E-01
1899.99
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.30558E-01
1924.99
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.30023E-01
1950.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.29503E-01
1975.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.28999E-01
2000.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.28510E-01
2025.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.28034E-01
2050.00
0.00
30.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.27573E-01
2075.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.27124E-01
2099.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.26688E-01
2124.99
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.26264E-01
2150.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25851E-01
2175.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25449E-01
2200.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.25059E-01
2225.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.24678E-01
2250.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.24307E-01
2275.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23946E-01
2300.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23594E-01
2325.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.23251E-01
2350.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.22917E-01
2375.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.22590E-01
2400.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.22272E-01
2425.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21961E-01
2450.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21658E-01
2475.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21362E-01
2500.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.21073E-01
2525.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20791E-01
2550.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20515E-01
2575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.20245E-01
2600.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19982E-01
2625.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19724E-01
2650.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19472E-01
2675.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.19226E-01
2700.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18984E-01
2725.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18749E-01
2749.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18518E-01
2775.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18292E-01
2800.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.18071E-01
2824.99
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17854E-01
2850.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17642E-01
2875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17434E-01
2900.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17230E-01
2925.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.17030E-01
2950.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16835E-01
2975.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16643E-01
3000.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16455E-01
3025.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16271E-01
3050.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.16090E-01
3075.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15913E-01
3100.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15739E-01
3125.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15568E-01
3150.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15401E-01
3174.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15236E-01
3200.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.15075E-01
3225.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14916E-01
3250.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14760E-01
3275.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14608E-01
3300.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14457E-01
3325.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14310E-01
3350.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14165E-01
3375.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.14023E-01
3400.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13883E-01
3425.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13745E-01
3450.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13610E-01
3475.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13477E-01
3499.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13347E-01
3525.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13218E-01
3550.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.13092E-01
3575.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12968E-01
3600.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12846E-01
3625.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12725E-01
3650.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12607E-01
3675.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12491E-01
3700.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12376E-01
3725.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12263E-01
3750.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12152E-01
3775.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.12043E-01
3800.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11935E-01
3825.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11830E-01
3850.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11725E-01
3875.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11622E-01
3900.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11521E-01
3925.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11422E-01
3950.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11324E-01
3975.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11227E-01
4000.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11131E-01
4024.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.11037E-01
4050.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10945E-01
4075.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10854E-01
4100.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10764E-01
4125.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10675E-01
4150.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10588E-01
4175.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10502E-01
4200.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10417E-01
4225.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10333E-01
4250.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10251E-01
4275.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10169E-01
4300.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10089E-01
4325.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.10010E-01
4350.00
0.00
0.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.99313E-02
4375.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.98542E-02
4400.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.97781E-02
4425.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.97031E-02
4449.99
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.96290E-02
4475.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.95559E-02
4499.99
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0 1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.94837E-02
4525.00
0.00
10.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.94125E-02
4550.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.93422E-02
4575.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.92728E-02
4599.99
0.00
40.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.92043E-02
4625.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.91367E-02
4650.00
0.00
20.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.90700E-02
4674.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.90040E-02
4700.00
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.89389E-02
4725.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.88746E-02
4750.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.88111E-02
4774.99
0.00
45.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.87484E-02
4800.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.86865E-02
4825.00
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.86253E-02
4850.00
0.00
5.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.85648E-02
4875.00
0.00
25.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.85051E-02
4899.99
0.00
35.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.84461E-02
4924.99
0.00
15.0
Winter
0-360
10011001
-1.30 0.043 -9.000
0.020
-999.
21.
6.0
1.000 1.50
0.35
0.50 10.0
310.0 2.0
0.83878E-02 4950.00
-1.30 0.043 -9.000 0.020 -999.
310.0 2.0
0.83302E-02 4975.00
-1.30 0.043 -9.000 0.020 -999.
310.0 2.0
0.82733E-02 5000.00
-1.30 0.043 -9.000 0.020 -999.
310.0 2.0
0.00
5.0 Winter
0-360
10011001
21.
6.0 1.000 1.50
0.35
0.50 10.0
0.00
0.0 Winter
0-360
10011001
21.
6.0 1.000 1.50
0.35
0.50 10.0
0.00
5.0 Winter
0-360
10011001
21.
6.0 1.000 1.50
0.35
0.50 10.0
CaIEEMod Version: CalEEMod.2016.3.2 Page 1 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
4TH & Main Mixed -Use Project
Orange County, Annual
1.0 Project Characteristics
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Enclosed Parking with Elevator
332.00 +
Space
; 0.00 132,800.00
i 0
•-----------------------------_------------------------------_------------------------------=
Apartments
artments Mid Rise 220.00
--- --------- --------- -i-------------- - - - - --
Dwelling Unit ; 1.42 220,000.00 -+ 629
+
•------------------------------_------------------------------_-----------------------------
T -------- - - - - -- ------------------E---------------
Strip Mall
13.35
1000sgft
0.31 13,350.00
0
1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30
Climate Zone 8 Operational Year 2022
Utility Company Southern California Edison
CO2Intensity 702.44 CH4Intensity 0.029 N20Intensity 0.006
(lb/MWhr) (lb/MWhr) (lb/MWhr)
1.3 User Entered Comments & Non -Default Data
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 36
4TH & Main Mixed -Use Project - Orange County, Annual
Project Characteristics -
Land Use - Matches Addendum's model. See SWAPE comment parking and retail land uses.
Construction Phase - Matches Addendum's model.
Demolition - Matches Addendum's model.
Grading - Matches Addendum's model.
Architectural Coating - Matches Addendum's model.
Vehicle Trips - See SWAPE comment about trip rates.
Woodstoves - Matches Addendum's model.
Water And Wastewater - Matches Addendum's model.
Construction Off -road Equipment Mitigation - Matches Addendum's model.
Date: 11/15/2019 11:07 AM
Table Name
Column Name
Default Value
New Value
tblArchitecturaICoating
EF_Nonresidential
i 100.00
50.00
_Exterior
---------------------g------_------------------------------r-----------------------------t--------------------------
tblArchitecturalCoatin
EF_Nonresidential
i 100.00 50.00
_Interior
----------------------------_------------------------------
tblArchitecturalCoating
r-----------------------------t--------------------------
EF_Parking i 100.00 50.00
tblConstDustMitigation
-----r-----------------------------t-------------------------
WaterUnpavedRoadVehicleSpeed i 0 15
----------------------------- _----------------
tblConstruction Phase
---------- ---------------------------------------
NumDays r 2.00 133.00
----------------------------- _----------------
tblConstruction Phase
---------- --------------------------------------
NumDays r 200.00 315.00
----------------------------- _----------------
tblConstruction Phase
---------- ---------------------------------------
NumDays r 10.00 142.00
----------------------------- _------------------------------
tblFireplaces
r-----------------------------t--------------------------
FireplaceWood Mass i 1,019.20 0.00
--------------p-------------_----------------------------
tblFire laces
--------------------------------------
NumberGas r 187.00 220.00
-----------------------------
tblFireplaces
------------------------------ ---------------------------------------
N u mberNoFi replace r 22.00 0.00
--------------p-------------_-------------------
tblFire laces
------------t--------------------------
NumberWood r 11.00 0.00
-----------------------------
tblGrading
------------------------------ ---------------------------------------
AcresOfGrading r 66.50 1.70
-----------------------------
tblGrading
------------------------------ ---------------------------------------
Material Exported r 0.00 19,000.00
-----------------------------
tblLandUse
------------------------------ ---------------------------------------
LotAcreage } 2.99 0.00
-----------------------------
tblLandUse
------------------------------t------------------------------ --------------------------
LotAcreage 5.79 1.42
CaIEEMod Version: CalEEMod.2016.3.2 Page 3 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
tblVehicleTrips
HO_TTP
40.60
40.00
-----------------------------
tblVehicleTrips
Y----------------------------
HS_TTP
---------------------------------T--------------------------
} 19.20
19.00
tblVehicleTrips
HW_TTP
} 40.20
41.00
tblVehicleTrips
ST_TR
} 6.39
4.81
tblVehicleTrips
ST_TR
} 42.04
29.38
tblVehicleTrips
SU_TR
} 5.86
4.81
tblVehicleTrips
SU_TR
} 20.43
29.38
tblVehicleTrips
WD_TR
} 6.65
4.81
tblVehicleTrips
WD_TR
} 44.32
29.38
tblWater
IndoorWaterUseRate
} 14,333,885.64
4,599,000.00
tblWater
IndoorWaterUseRate
} 988,868.16
1,533,000.00
tblWater
0utdoorWaterUseRate
} 9,036,580.08
1,533,000.00
tblWater
0utdoorWaterUseRate
} 606,080.49
0.00
tblWoodstoves
NumberCatalytic
} 11.00
0.00
tblWoodstoves
NumberNoncatalytic
} 11.00
0.00
tblWoodstoves
Wood stove DayYear
} 25.00
0.00
----------------------------
tblWoodstoves
------------------------------:------------------------------
WoodstoveWood Mass
999.60
--------------------------
0.00
2.0 Emissions Summary
CaIEEMod Version: CalEEMod.2016.3.2 Page 4 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
2.1 Overall Construction
Unmitigated Construction
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
Year
tons/yr
MT/yr
2020 •i 0.2420 i 2.4641 1.4731 i 4.2900e- 0.4882 � 0.0950 i 0.5832 � 0.2273 i 0.0888 0.3161 0.0000 i 391.7044 391.7044 i 0.0642 � 0.0000 393.3101
003
-------------
2021 •i 0.9263 i 2.4120 � 2.7114 i 7.3300e- � 0.3614 � 0.0937 i 0.4550 � 0.0968 i 0.0905 0.1873 � 0.0000 i 652.4134 � 652.4134 i 0.0586 0.0000 653.8772
003 i i i i i • i i i i
• I
2022 •1 0.1735 0.0581 0.0936 1.9000e- 8.4400e- 3.1000e- 0.0115 2.2400e- 2.9600e- 5.2000e- • 0.0000 i 16.7621 16.7621 2.2700e- 0.0000 16.8188
i i i i i i
004 003 003 003 003 003 �
Maximum
0.9263
2.4641
2.7114
7.3300e-
0.4882
0.0950
0.5832
0.2273
0.0905
0.3161
0.0000
652.4134
652.4134
0.0642
0.0000
653.8772
11
003
Mitigated Construction
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
Year
tons/yr
MT/yr
2020 •i 0.2420 i 2.4641 1.4731 i 4.2900e- 0.4882 0.0950 i 0.5832 0.2273 i 0.0888 0.3161 0.0000 i 391.7041 391.7041 i 0.0642 0.0000 i 393.3099
003 i i i i i i i i
■
2021 •i 0.9263 i 2.4120 2.7114 i 7.3300e- 0.3614 0.0937 i 0.4550 0.0968 i 0.0905 0.1873 0.0000 i 652.4131 652.4131 i 0.0586 0.0000 i 653.8770
003 i i i i i ■ i i i
2022 •i 0.1735 0.0581 0.0936 1.9000e- 8.4400e- 3.1000e- 0.0115 2.2400e- 2.9600e- 5.2000e- 0.0000 i 16.7621 16.7621 2.2700e- 0.0000 i 16.8188
i i i i i
004 003 003 003 003 003 003 i
■
Maximum
0.9263
2.4641
2.7114
7.3300e-
0.4882
0.0950
0.5832
0.2273
0.0905
0.3161
0.0000
652.4131
652.4131
0.0642
0.0000
653.8770
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 5 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
1
3-2-2020
6-1-2020
0.8283
0.8283
2
6-2-2020
9-1-2020
0.8238
0.8238
3
9-2-2020
12-1-2020
0.7777
0.7777
4
12-2-2020
3-1-2021
0.7091
0.7091
5
3-2-2021
6-1-2021
0.6997
0.6997
6
6-2-2021
9-1-2021
0.8338
0.8338
7
9-2-2021
12-1-2021
1.0929
1.0929
8
12-2-2021
3-1-2022
0.4758
0.4758
Highest
1.0929
1.0929
CaIEEMod Version: CalEEMod.2016.3.2 Page 6 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
2.2 Overall Operational
Unmitigated Operational
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
I
Category
tons/yr
MT/yr
Area •i 1.0030 0.0719 2.2951 4.1000e- 0.0163 0.0163 0.0163 0.0163 0.0000 i 56.5448 56.5448 4.6100e- 9.7000e- 56.9487
i � i i i �
004 003 004 i
Energy •i 0.0137 i 0.1172 0.0504 i 7.5000e- 9.4700e- i 9.4700e- 9.4700e- 9.4700e- 0.0000 i 710.8540 710.8540 i 0.0264 7.4000e- 713.7177
004 003 003 003 003 003 i
-----i
Mobile 0.3544 i 1.5236 4.6818 i 0.0180 1.6615 0.0133 i 1.6748 0.4450 i 0.0124 0.4574 0.0000 i1,660.1194:1,660.1194i 0.0684 0.0000 1,661.829
'� i i i i i i i i i i i 5
•
Waste •1 i � i � � 0.0000 i 0.0000 0.0000 0.0000 23.3886 i 0.0000 � 23.3886 i 1.3822 0.0000 57.9443
Water •1 i � i � � 0.0000 i 0.0000 0.0000 0.0000 1.9454 i 30.8669 32.8123 i 0.2011 4.9800e- 39.3240
003 i
Total
1.3711
1.7126
7.0272
0.0192
1.6615
0.0391
1.7006
0.4450
0.0381
2,458.385
1.6827
0.0134
2,529.764
11
T-7773340
0
1'2,483.719
1
1
CaIEEMod Version: CalEEMod.2016.3.2 Page 7 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
2.2 Overall Operational
Mitigated Operational
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
I
Category
tons/yr
MT/yr
Area •i 1.0030 0.0719 2.2951 4.1000e- 0.0163 0.0163 0.0163 0.0163 0.0000 i 56.5448 56.5448 4.6100e- 9.7000e- 56.9487
i � i i i �
004 ; 003 004 i
Energy •i 0.0137 i 0.1172 0.0504 i 7.5000e- 9.4700e- i 9.4700e- 9.4700e- 9.4700e- 0.0000 i 710.8540 710.8540 i 0.0264 7.4000e- 713.7177
004 003 003 003 003 003 i
Mobile -----i 0.3544 i 1.5236 4.6818 i 0.0180 1 1.6615 0.0133 i 1.6748 0.4450 i 0.0124 0.4574 0.0000 i1,660.1194:1,660.1194i 0.0684 1 0.0000 1,661.829
'� i i i i i i i i i i i 5
• i
Waste •1 i � i � � 0.0000 i 0.0000 � i 0.0000 0.0000 � 23.3886 i 0.0000 � 23.3886 i 1.3822 0.0000 57.9443
Water •1 0.0000 0.0000 0.0000 0.0000 1.9454 i 30.8669 32.8123 0.2011 4.9800e- 39.3240
i � i � � i i
003 i
Total
1.3711
1.7126
7.0272
0.0192
1.6615
0.0391
1.7006
0.4450
0.0381
2,458.385
1.6827
0.0134
2,529.764
11
T-7773340
0
1'2,483.719
1
1
1
1
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
3.0 Construction Detail
Construction Phase
CaIEEMod Version: CalEEMod.2016.3.2 Page 8 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 ;Demolition +Demolition
13/2/2020
:3/27/2020
5:
20:
+
i
2 •Site Preparation +Site Preparation
13/28/2020
:9/30/2020
5:
133:
+
i
3 •Building Construction +Building Construction
110/1/2020
:12/15/2021
5�
315�
+
i
4 :Paving +Paving
12/16/2022
:3/1/2022
� 5:
10:
+
i
5 •Architectural Coating :Architectural Coating
8/2/2021
2/15/2022
5•
142,
Acres of Grading (Site Preparation Phase): 1.7
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
Residential Indoor: 445,500; Residential Outdoor: 148,500; Non -Residential Indoor: 20,025; Non -Residential Outdoor: 6,675; Striped Parking
Area: 7,968 (Architectural Coating — sgft)
OffRoad Equipment
CaIEEMod Version: CalEEMod.2016.3.2 Page 9 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor
Demolition
'Concrete/Industrial Saws ; 1 ; 8.001
81 :
0.73
--------------------------
- - - -------------------------
-----------
Demolition
'Rubber Tired Dozers ; 1 8.001
247,
0.40
---------------------------
-------------------------------------------------------i ------ - - - - ---------------
-----------
Demolition
+Tractors/Loaders/Backhoes ; 31 8.001
97,
0.37
--------------------------
�- - - - --------------------------
-----------
Site Preparation
'Graders ; 1 8.001
187,
0.41
---------------------------
�- - - - --------------------------
-----------
Site Preparation
'Rubber Tired Dozers ; 1 7.001
247,
0.40
�- - - - --------------------------
-----------
Site Preparation
+Tractors/Loaders/Backhoes ; 1 ? 8.001
97,
0.37
----------------------------
_ i
-------------------------------------------------------------------- --------------
-----------
Building Construction
'Cranes ; 1 6.001
231,
0.29
---------------------------
i i
- - --------------------------
Building Construction
'Forklifts ; 1 6.001
89,
0.20
_ __ i i
_
Building Construction
'Generator Sets ; 1 8.001
_
84,
0.74
�- - - - --------------------------
-----------
Building Construction
+Tractors/Loaders/Backhoes ; 1 6.001
97,
0.37
----------------------------
_ i
-------------------------------------------------------------------- --------------
-----------
Building Construction
'Welders ; 31 8.001
46,
0.45
1
�- - - -------------------
------------------
Architectural Coating
'Air Compressors ; 1 6.001
78,
0.48
----------------------------
-------------------------------------------------------i ------ - - - - ---------------
-----------
Paving
'Cement and Mortar Mixers ; 1 6.001
9.
0.56
----------------------------
i i
---------------------------------------------------------------------------------
Paving
+Pavers ; 1 6.001
130,
0.42
---------------------------
�- - - - --------------------------
-----------
Paving
'Paving Equipment ; 1 8.001
132,
0.36
�- - - - --------------------------
-----------
Paving
'Rollers ; 1 7.001
80,
0.38
Paving
•Tractors/Loaders/Backhoes 1 8.00,
97,
0.37
Trips and VMT
Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip Worker Vehicle Vendor Hauling
Count I Number I Number I Number I Length Length Length Class Vehicle Class Vehicle Class
Demolition A
5;
13.00;
0.00:
167.00;
14.70;
6.90;
20.00:LD_Mix
HDT_Mix IHHDT
------------
Site Preparation
- --------------
3;
----- --�
- i----------
8.00:
i -
0.00:
--------i
,
2,375.00:
---------- �- ---------------------------------
14.70:
6.90,
20.00;LD_Mix
----------'--------
� IHHDT
iHDT_Mix
---------------- °
�-
Building Construction
-------------;-----------------
7;
--�
- i------------
218.00-
47.00i
--------i
,----------�-
0.00�
---------
14.70;
---------------
6.90;
20.00;LD_Mix
----------'--------
1HDT_MixIHHDT
�-
-------- - - - - -- °
Architectural Coating
-------------;
1;
i------------
44.00-
0.00:
--------i
,----------�-
0.00:
-------------------=-------------
14.70;
6.90;
20.00;LD_Mix
----------'-- - - - - --
iHDT_Mix IHHDT
---- '
Paving
5.
13.00,
0.00,
0.00,
14.70,
6.90,
20.00,LD_Mix
HDT_Mix HHDT
CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
3.2 Demolition - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
I I I I I I I 1 1 1 I
Fugitive Dust •1 I I I I 0.0181 I 0.0000 I 0.0181 12.7300e- 1 0.0000 2.7300e- � 0.0000 1 0.0000 I 0.0000 1 0.0000 I 0.0000 0.0000
003 I 003
I I I I 1 I I I 1 I I
Off Road •1 0.0213 1 0.2095 I 0.1466 12.4000e- I I 0.0115 I 0.0115 I I 0.0108 0.0108 � 0.0000 1 21.0677 I 21.0677 15.4200e- I 0.0000 i 21.2031
004 I 1 1 I 1 . 1 1 1 003 I I
Total
0.0213
0.2095
0.1466
2.4000e-
0.0181
0.0115
0.0296
2.7300e-
0.0108
0.0135
0.0000
21.0677
21.0677
5.4200e-
0.0000
21.2031
004
003
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 11 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.2 Demolition - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I
PM2.5
I
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 6.4000e- i 0.0237 i 5.9400e- 6.000Oe- i 1.4300e- 7.000Oe- 1.5100e- i 3.9000e- 7.000Oe- 4.6000e- 0.0000 i 6.4209 � 6.4209 � 6.8000e- i 0.0000 i 6.4379
004 003 005 003 005 003 004 005 004 . 004 i
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 5.1000e- 3.5000e- 4.0300e- 1.000Oe- 1.4300e- 1.000Oe- 1.4400e- 3.8000e- 1.000Oe- 3.9000e- 0.0000 i 1.2352 1.2352 3.000Oe- 0.0000 i 1.2359
i i i i i
004 004 003 005 003 005 003 004 005 004 005
Total
1.1500e-
0.0241
9.9700e-
7.000Oe-
2.8600e-
8.000Oe-
2.9500e-
7.7000e-
8.000Oe-
8.5000e-
0.0000
7.6562
7.6562
7.1000e-
0.0000
7.6738
11
003
003
005
003
005
003
004
005
004
004
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •1 0.0181 0.0000 0.0181 i 2.7300e- 0.0000 2.7300e- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
003 003
Off -Road •i 0.0213 0.2095 0.1466 2.4000e- 0.0115 0.0115 0.0108 0.0108 0.0000 i 21.0676 21.0676 5.4200e- 0.0000 i 21.2030
i i i
004 003
Total
0.0213
0.2095
0.1466
2.4000e-
0.0181
0.0115
0.0296
2.7300e-
0.0108
0.0135
0.0000
21.0676
21.0676
5.4200e-
0.0000
21.2030
004
003
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 12 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.2 Demolition - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I
PM2.5
I
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 6.4000e- i 0.0237 i 5.9400e- 6.00OOe- i 1.4300e- 7.00OOe- 1.5100e- i 3.9000e- 7.00OOe- 4.6000e- 0.0000 i 6.4209 � 6.4209 � 6.8000e- i 0.0000 i 6.4379
004 003 005 003 005 003 004 005 004 . 004 i
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 5.1000e- 3.5000e- 4.0300e- 1.00OOe- 1.4300e- 1.00OOe- 1.4400e- 3.8000e- 1.00OOe- 3.9000e- 0.0000 i 1.2352 1.2352 3.00OOe- 0.0000 i 1.2359
i i i i i
004 004 003 005 003 005 003 004 005 004 005
Total
1.1500e-
0.0241
9.9700e-
7.00OOe-
2.8600e-
8.00OOe-
2.9500e-
7.7000e-
8.00OOe-
8.5000e-
0.0000
7.6562
7.6562
7.1000e-
0.0000
7.6738
11
003
003
005
003
005
003
004
005
004
004
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Category
tons/yr
MT/yr
Fugitive Dust •1 0.3524 0.0000 0.3524 i 0.1929 i 0.0000 0.1929 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Off -Road •i 0.1084 i 1.2200 i 0.5127 1.1400e- 0.0546 0.0546 0.0502 0.0502 0.0000 i 100.5913 100.5913 0.0325 i 0.0000 i 101.4046
003
Total
0.1084
1.2200
0.5127
1.1400e-
0.3524
0.0546
0.4070
0.1929
0.0502
0.2431
0.0000
100.5913
100.5913
0.0325
0.0000
101.4046
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 13 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.3 Site Preparation - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
I
Category
tons/yr
MT/yr
Hauling •i 9.0600e- i 0.3370 i 0.0844 � 9.000Oe- i 0.0204 � 1.0700e- 0.0214 i 5.5800e- 1.0200e- 6.6000e- 0.0000 i 91.3157 � 91.3157 � 9.6200e- i 0.0000 i 91.5563
003 004 003 003 003 003 003 i
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 2.0700e- 1.4500e- 0.0165 6.000Oe- 5.8400e- 4.000Oe- 5.8800e- 1.5500e- 4.000Oe- 1.5900e- 0.0000 i 5.0549 5.0549 1.2000e- 0.0000 i 5.0577
i i i i i
003 003 005 003 005 003 003 005 003 004 i
Total
0.0111
0.3384
0.1009
9.6000e-
0.0262
1.1100e-
0.0273
7.1300e-
1.0600e-
8.1900e-
0.0000
96.3706
96.3706
9.7400e-
0.0000
96.6141
11
004
003
003
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •1 0.3524 0.0000 0.3524 i 0.1929 i 0.0000 0.1929 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Off -Road •i 0.1084 i 1.2200 i 0.5127 1.1400e- 0.0546 0.0546 0.0502 0.0502 0.0000 i 100.5912 100.5912 0.0325 i 0.0000 i 101.4045
003
Total
0.1084
1.2200
0.5127
1.1400e-
0.3524
0.0546
0.4070
0.1929
0.0502
0.2431
0.0000
100.5912
100.5912
0.0325
0.0000
101.4045
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 14 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.3 Site Preparation - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
I
Category
tons/yr
MT/yr
Hauling •i 9.0600e- i 0.3370 i 0.0844 � 9.000Oe- i 0.0204 � 1.0700e- 0.0214 i 5.5800e- 1.0200e- 6.6000e- 0.0000 i 91.3157 � 91.3157 � 9.6200e- i 0.0000 i 91.5563
003 004 003 003 003 003 003 i
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 2.0700e- 1.4500e- 0.0165 6.000Oe- 5.8400e- 4.000Oe- 5.8800e- 1.5500e- 4.000Oe- 1.5900e- 0.0000 i 5.0549 5.0549 1.2000e- 0.0000 i 5.0577
i i i i i
003 003 005 003 005 003 003 005 003 004 i
Total
0.0111
0.3384
0.1009
9.6000e-
0.0262
1.1100e-
0.0273
7.1300e-
1.0600e-
8.1900e-
0.0000
96.3706
96.3706
9.7400e-
0.0000
96.6141
11
004
003
003
003
003
003
3.4 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
I
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
Off -Road •i 0.0670 i 0.4880 i 0.4352 i 7.3000e- 0.0263 i 0.0263 0.0254 0.0254 0.0000 i 59.9089 i 59.9089 0.0111 i 0.0000 i 60.1869
004
Total
0.0670
0.4880
0.4352
7.3000e-
0.0263
0.0263
0.0254
0.0254
0.0000
59.9089
59.9089
0.0111
0.0000
60.1869
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 15 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.4 Building Construction - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •i 5.0500e- 0.1645 0.0447 3.8000e- 9.7600e- 8.5000e- 0.0106 2.8200e- 8.1000e- 3.6300e- 0.0000 i 37.7553 37.7553 3.1500e- 0.0000 i 37.8341
i i i i i
i
003 004 003 004 003 004 003 003-------------
Worker •i 0.0280 0.0196 0.2230 7.6000e- 0.0790 5.3000e- 0.0795 0.0210 4.9000e- 0.0215 0.0000 i 68.3545 68.3545 1.5600e- 0.0000 i 68.3935
i i i i � i
004 004 004 003 i
Total
0.0331
0.1841
0.2677
1.1400e-
0.0887
1.3800e-
0.0901
0.0238
1.3000e-
0.0251
0.0000
106.1098
106.1098
4.7107
0.0000
106.2277
003
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
I
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
Off -Road •i 0.0670 i 0.4880 i 0.4352 i 7.3000e- 0.0263 i 0.0263 0.0254 0.0254 0.0000 i 59.9088 59.9088 0.0111 i 0.0000 i 60.1869
004 i i i i i • i i i i
Total
0.0670
0.4880
0.4352
7.3000e-
0.0263
0.0263
0.0254
0.0254
0.0000
59.9088
59.9088
0.0111
0.0000
60.1869
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 16 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.4 Building Construction - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •i 5.0500e- 0.1645 0.0447 3.8000e- 9.7600e- 8.5000e- 0.0106 2.8200e- 8.1000e- 3.6300e- 0.0000 i 37.7553 37.7553 3.1500e- 0.0000 i 37.8341
i i i i i
i
003 004 003 004 003 004 003 003-------------
Worker •i 0.0280 0.0196 0.2230 7.6000e- 0.0790 5.3000e- 0.0795 0.0210 4.9000e- 0.0215 0.0000 i 68.3545 68.3545 1.5600e- 0.0000 i 68.3935
i i i i � i
004 004 004 003 i
Total
0.0331
0.1841
0.2677
1.1400e-
0.0887
1.3800e-
0.0901
0.0238
1.3000e-
0.0251
0.0000
106.1098
106.1098
4.7107
0.0000
106.2277
003
003
003
003
3.4 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Off -Road 0.2257 i 1.6977 i 1.6060 2.7400e- 0.0852 0.0852 0.0823 0.0823 0.0000 i 226.0268 226.0268 0.0404 i 0.0000 i 227.0356
003 i i i i i • i i i i
Total
0.2257
1.6977
1.6060
2.7400e-
0.0852
0.0852
0.0823
0.0823
0.0000
226.0268
226.0268
0.0404
0.0000
227.0356
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 17 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.4 Building Construction - 2021
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0160 i 0.5575 i 0.1563 1.4300e- i 0.0368 1.1600e- 0.0380 i 0.0106 1.1100e- 0.0117 0.0000 i 141.2134 � 141.2134 0.0114 i 0.0000 i 141.4991
003 003 003 i
Worker •i 0.0994 i 0.0669 i 0.7797 2.7500e- i 0.2980 1.9600e- 0.2999 i 0.0791 1.8100e- 0.0809 0.0000 i 248.9344 248.9344 5.3300e- i 0.0000 i 249.0677
003 003 003 003 i
Total
0.1154
0.6243
0.9360
4.1800e-
0.3348
3.1200e-
0.3379
0.0898
2.9200e-
0.0927
0.0000
390.1478
390.1478
0.0168
0.0000
390.5668
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Off -Road •i 0.2257 i 1.6977 1.6060 i 2.7400e- i i 0.0852 i 0.0852 0.0823 0.0823 0.0000 i 226.0265 226.0265 0.0404 i 0.0000 i 227.0353
003
Total
0.2257
1.6977
1.6060
2.7400e-
0.0852
0.0852
0.0823
0.0823
0.0000
226.0265
226.0265
0.0404
0.0000
227.0353
003
j
j
j
CaIEEMod Version: CalEEMod.2016.3.2 Page 18 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.4 Building Construction - 2021
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 : 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 0.0000
Vendor •1 0.0160 i 0.5575 i 0.1563 1.4300e- i 0.0368 1.1600e- 0.0380 i 0.0106 1.1100e- 0.0117 0.0000 i 141.2134 141.2134 0.0114 i 0.0000 i 141.4991
003 003 003 i
Worker •i 0.0994 i 0.0669 i 0.7797 2.7500e- i 0.2980 1.9600e- 0.2999 i 0.0791 1.8100e- 0.0809 0.0000 i 248.9344 248.9344 5.3300e- i 0.0000 i 249.0677
003 003 003 003 i
Total
0.1154
0.6243
0.9360
4.1800e-
0.3348
3.1200e-
0.3379
0.0898
2.9200e-
0.0927
0.0000
390.1478
390.1478
0.0168
0.0000
390.5668
003
003
003
3.5 Paving - 2022
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
I
PM2.5
I
Category
tons/yr
MT/yr
Off -Road •i 3.4400e- 0.0339 0.0440 7.00OOe- 1.7400e- 1.7400e- 1.6000e- 1.6000e- 0.0000 i 5.8848 5.8848 1.8700e- 0.0000 i 5.9315
i i i
•� 003 005 003 003 003 003 . 003 i
Paving •i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Total
3.4400e-
0.0339
0.0440
7.00OOe-
1.7400e-
1.7400e-
1.6000e-
1.6000e-
0.0000
5.8848
5.8848
1.8700e-
0.0000
5.9315
003
005
003
003
003
003
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 19 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.5 Paving - 2022
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 2.3000e- i 1.5000e- i 1.7400e- 1.000Oe- i 7.1000e- 0.0000 7.2000e- i 1.9000e- 0.0000 1.9000e- 0.0000 i 0.5741 0.5741 � 1.000Oe- i 0.0000 i 0.5744
004 004 003 005 004 004 004 004 005
Total
2.3000e-
1.5000e-
1.7400e-
1.0000e-
7.1000e-
0.0000
7.2000e-
1.9000e-
0.0000
1.9000e-
0.0000
0.5741
0.5741
1.000Oe-
0.0000
0.5744
11
004
004
003
005
004
004
004
004
005
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I I
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Off -Road •i 3.4400e- 0.0339 0.0440 7.000Oe- 1.7400e- 1.7400e- 1.6000e- 1.6000e- 0.0000 i 5.8848 5.8848 1.8700e- 0.0000 i 5.9314
i i i
•� 003 005 003 003 003 003 . 003 i
Paving •i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Total
3.4400e-
0.0339
0.0440
7.000Oe-
1.7400e-
1.7400e-
1.6000e-
1.6000e-
0.0000
5.8848
5.8848
1.8700e-
0.0000
003
005
003
003
003
003
003
m
CaIEEMod Version: CalEEMod.2016.3.2 Page 20 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.5 Paving - 2022
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 2.3000e- i 1.5000e- i 1.7400e- 1.00OOe- i 7.1000e- 0.0000 7.2000e- i 1.9000e- 0.0000 1.9000e- 0.0000 i 0.5741 0.5741 � 1.00OOe- i 0.0000 i 0.5744
004 004 003 005 004 004 004 004 005
Total
2.3000e-
1.5000e-
1.7400e-
1.00OOe-
7.1000e-
0.0000
7.2000e-
1.9000e-
0.0000
1.9000e-
0.0000
0.5741
0.5741
1.00OOe-
0.0000
0.5744
11
004
004
003
005
004
004
004
004
005
3.6 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Archit. Coating •i 0.5643 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Off -Road •1 0.0120 0.0840 0.1000 1.6000e- 5.1800e- 5.1800e- 5.1800e- 5.1800e- 0.0000 i 14.0429 14.0429 9.6000e- 0.0000 i 14.0670
i i i
004 003 003 003 003 . 004 i
Total
0.5764
0.0840
0.1000
1.6000e-
5.1800e-
5.1800e-
5.1800e-
5.1800e-
0.0000
14.0429
14.0429
9.6000e-
0.0000
14.0670
11
004
003
003
003
003
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 21 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.6 Architectural Coating - 2021
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •1 8.8700e- 5.9600e- 0.0695 2.5000e- 0.0266 1.8000e- 0.0267 7.0600e- 1.6000e- 7.2200e- 0.0000 i 22.1960 22.1960 4.8000e- 0.0000 i 22.2079
i i i i i
003 003 004 004 003 004 003 004 i
Total
8.8700e-
5.9600e-
0.0695
2.5000e-
0.0266
1.8000e-
0.0267
7.0600e-
1.6000e-
7.2200e-
0.0000
22.1960
22.1960
4.8007
0.0000
22.2079
003
003
004
004
003
004
003
004
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Archit. Coating •i 0.5643 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Off -Road •1 0.0120 0.0840 0.1000 1.6000e- 5.1800e- 5.1800e- 5.1800e- 5.1800e- 0.0000 i 14.0429 14.0429 9.6000e- 0.0000 i 14.0670
i i i
004 003 003 003 003 . 004 i
Total
0.5764
0.0840
0.1000
1.6000e-
5.1800e-
5.1800e-
5.1800e-
5.1800e-
0.0000
14.0429
14.0429
9.6000e-
0.0000
14.0670
11
004
003
003
003
003
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 22 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.6 Architectural Coating - 2021
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
I
I
Worker •i 8.8700e- 5.9600e- 0.0695 2.5000e- 0.0266 1.8000e- 0.0267 7.0600e- 1.6000e- 7.2200e- 0.0000 i 22.1960 22.1960 4.8000e- 0.0000 i 22.2079
i i i i i
003 003 004 004 003 004 003 004 i
Total
8.8700e-
5.9600e-
0.0695
2.5000e-
0.0266
1.8000e-
0.0267
7.0600e-
1.6000e-
7.2200e-
0.0000
22.1960
22.1960
4.8007
0.0000
22.2079
003
003
004
004
003
004
003
004
3.6 Architectural Coating - 2022
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Archit. Coating •i 0.1642 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Off -Road •i 3.2700e- 0.0225 0.0290 5.000Oe- 1.3100e- 1.3100e- 1.3100e- 1.3100e- 0.0000 i 4.0852 4.0852 2.7000e- 0.0000 i 4.0919
i i i
003 005 003 003 003 003 . 004 i
Total
0.1674
0.0225
0.0290
5.00OOe-
1.3100e-
1.3100e-
1.3100e-
1.3100e-
0.0000
4.0852
4.0852
2.7000e-
0.0000
4.0919
005
003
003
003
003
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 23 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.6 Architectural Coating - 2022
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Worker •i 2.4400e- 1.5700e- 0.0189 7.000Oe- 7.7300e- 5.000Oe- 7.7800e- 2.0500e- 5.000Oe- 2.1000e- 0.0000 i 6.2180 6.2180 1.3000e- 0.0000 i 6.2211
i i i i i
003 003 005 003 005 003 003 005 003 004 i
Total
2.4400e-
1.5700e-
0.0189
7.000Oe-
7.7300e-
5.000Oe-
7.7800e-
2.0500e-
5.000Oe-
2.1000e-
0.0000
6.2180
6.2180
1.3007
0.0000
6.2211
11
003
003
005
003
005
003
003
005
003
004
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Archit. Coating •i 0.1642 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Off -Road •i 3.2700e- 0.0225 0.0290 5.000Oe- 1.3100e- 1.3100e- 1.3100e- 1.3100e- 0.0000 i 4.0852 4.0852 2.7000e- 0.0000 i 4.0919
i i i
003 005 003 003 003 003 . 004 i
Total
0.1674
0.0225
0.0290
5.000Oe-
1.3100e-
1.3100e-
1.3100e-
1.3100e-
0.0000
4.0852
4.0852
2.7000e-
0.0000
4.0919
005
003
003
003
003
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 24 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
3.6 Architectural Coating - 2022
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
-------------------------------------------'------------------ - - -- -- - -+ ------------- '- - - - - --------- -------
Worker •i 2.4400e- 1.5700e- 0.0189 7.00OOe- 7.7300e- 5.00OOe- 7.7800e- 2.0500e- 5.00OOe- 2.1000e- 0.0000 i 6.2180 6.2180 1.3000e- 0.0000 i 6.2211
i i i i i
003 003 005 003 005 003 003 005 003 004 i
Total
2.4400e-
1.5700e-
0.0189
7.00OOe-
7.7300e-
5.00OOe-
7.7800e-
2.0500e-
5.00OOe-
2.1000e-
0.0000
6.2180
6.2180
1.3007
0.0000
6.2211
11
003
003
005
003
005
003
003
005
003
004
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
CaIEEMod Version: CalEEMod.2016.3.2 Page 25 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
ROG
NOx
I CO
I S02
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
tons/yr
MT/yr
Mitigated •i 0.3544 i 1.5236 i 4.6818 � 0.0180 i 1.6615 i 0.0133
i 1.6748
i 0.4450
i 0.0124 0.4574
0.0000 i 1,660.1194: 1,660.1194i 0.0684 i 0.0000
i 1,661.829
5
Unmitigated
0.3544 1.5236 4.6818 0.0180 1.6615 0.0133
1.6748
0.4450
0.0124 0.4574
0.0000 -1,660.1194.1,660.1194• 0.0684 - 0.0000
• 1,661.829
5
4.2 Trip Summary Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Apartments Mid Rise ; 1,058.20 ; 1,058.20 1058.20 3,634,353 3,634,353
....... ...............................------------------------------- -----------------------:--------------------------
Enclosed Parking with Elevator ; 0.00 ; 0.00 0.00
••••••••••••••Strip•Mall•••••••••••••••+------------- ;------------------------------------------------------------------------
746392.22 ,242
Total 1,450.42
1,450.42
1,450.42
4,380,595
4,380,595
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass -by
Apartments Mid Rise
14.70
5.90
8.70
41.00
19.00
40.00
86
11
3
• • .....................•
Enclosed Parking with Elevator ;
- - - - - - - - - - -t
16.60
- - - - - - - - - -r
8.40
- - - - - - - - - -
6.90
�- - - - - - - - -
0.00
-- - - - - - - - - r
1 0.00
1
- - - - - - - - - -
0.00
- - - - - - - - -
0
- - - - - - - -
0
- - - - - - - - - - - - - - - .
0
Strip Mall 16.60 8.40
6.90
16.60
64.40
19.00
45
40
15
4.4 Fleet Mix
CalEEMod Version: CaIEEMod.2016.3.2 Page 26 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Apartments Mid Rise
0.561378+
0.043284;
0.209473;
0.11182E1
0.015545;
0.005795;
0.025829;
0.017125;
0.001747;
0.001542;
0.004926;
0.0005941
0.000934
}
I
I
I
I
I
I
I
I
I
I
Enclosed Parking with Elevator
0.5613781
0.0432841
0.2094731
0.11182E1
0.0155451
0.0057951
0.0258291
0.0171251
0.0017471
0.0015421
0.0049261
0.000594.
0.000934
} I
I I I I I I I
I I
Strip Mall
0.561378 •
0.043284 ,
0.209473 ,
0.11182E
0.015545 -
0.005795 ,
0.025829 ,
0.017125 ,
0.001747 ,
0.001542 ,
0.004926 ,
0.000594 ,
0.000934
5.0 Energy Detail
Historical Energy Use: N
5.1 Mitigation Measures Energy
ROG
NOx
CO
S02
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
tons/yr
MT/yr
Electricity •I
I I I
I I I
I I
I I 0.0000
I I
1 0.0000 I
I
I 0.0000
0.0000
� 0.0000
I I
I 575.2703 1 575.2703 1 0.0238
I
1 4.9100e- 577.3284
Mitigated
003 I
,I
..rl-
I I I
I I
I I
1
--
I I
I I
r
Electricity
I
I I
0.0000 0.0000
I
0.0000
0.0000 0.0000
Ii-------
575.2703 1 575.2703 I 0.0238
4.9100e- 577.3.2.8.4.
Unmitigated .1
I I 1
I I
1 I
1
.
I 1
I 003 1
,I I I I I I I I
1
-
I -
I I
I I
ry
NaturalGas •I
I I I
0.0137 1 0.1172 1 0.0504 I 7.5000e-
I I
I I 9.4700e-
I I
1 9.4700e- 1
I
I 9.4700e-
9.4700e- 0.0000
I-------
I I
I 135.5836 1 135.5836 1 2.6000e-
1 2.4900e- 136.3893
004I
003
003I
003
003
003
i�-----------
003Mitigated
I I I I I 1
--------------i---------------+--------------}--------------+-----------------------------}--------------4---------------}--------------*-------+---
,
I I I
-------------- --------------- 4---------------I1.I .. - - - - .
NaturalGas
0.0137 0.1172 0.0504 7.5000e-
- 9.4700e- 9.4700e- -
9.4700e-
9.4700e- 0.0000
135.5836 135.5836 2.6000e-
- 2.4900e- - 136.3893
Unmitigated
004
003
003
003
003
003
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 27 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGa
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Land Use
kBTU/yr
tons/yr
MT/yr
Apartments Mid
2.51404e •i 0.0136 i 0.1158 � 0.0493 7.4000e- 9.3700e- i 9.3700e- 9.3700e- 9.3700e- 0.0000 i 134.1588 134.1588 i 2.5700e- i 2.4600e- 134.9561
Rise
i +006 004 003 003 003 003 ; 003 003 i
Enclosed Parking
0 •i 0.0000 i 0.0000 � 0.0000 � 0.0000 i � 0.0000 i 0.0000 � � 0.0000 0.0000 � 0.0000 i 0.0000 � 0.0000 i 0.0000 i 0.0000 i 0.0000
with Elevator
i '� i
Strip Mall
26700 •i 1.4000e- 1.3100e- 1.1000e- 1.000Oe- 1.000Oe- 1.000Oe- 1.000Oe- 1.000Oe- 0.0000 i 1.4248 1.4248 3.000Oe- 3.000Oe- i 1.4333
i i i i i
004 003 003 005 004 004 004 004 005 005
� � � � � � � � i i �
Total
0.0137
0.1172
0.0504
7.5000e-
9.4700e-
9.4700e-
9.4700e-
9.4700e-
0.0000
135.5836
135.5836
2.6000e-
2.4900e-
136.3893
004
003
003
003
003
003
003
Mitigated
NaturalGa
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
IPM2.5Total
INBio-CO2
Land Use
kBTU/yr
tons/yr
MT/yr
Apartments Mid
2.51404e �i 0.0136 i 0.1158 0.0493 7.4000e- 9.3700e- i 9.3700e- 9.3700e- 9.3700e- 0.0000 i 134.1588 134.1588 i 2.5700e- i 2.4600e- 134.9561
Rise
i +006 004 003 003 003 003 ■ i 003 003 i
--ter �- *-------
Enclosed Parking
i i i i i i i i i i �
0 :1 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 i 0.0000 i 0.0000
with Elevator
Strip Mall
26700 �i 1.4000e- i 1.3100e- 1.1000e- 1.000Oe- i 1.000Oe- i 1.000Oe- 1.000Oe- 1.000Oe- 0.0000 i 1.4248 1.4248 i 3.000Oe- i 3.000Oe- i 1.4333
004 003 003 005 004 004 004 004 . i 005 005 i
Total
0.0137
0.1172
0.0504
7.5000e-
9.4700e-
9.4700e-
9.4700e-
9.4700e-
0.0000
135.5836
135.5836
2.6000e-
2.4900e-
136.3893
004
003
003
003
003
003
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 28 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
5.3 Energy by Land Use - Electricity
Unmitigated
Electricity
Total CO2
CH4
N20
CO2e
Use
Land Use
kWh/yr
MT/yr
Apartments Mid
874566 •i 278.6555 i 0.0115 2.3800e- 279.6524
Rise
003
Enclosed Parking
• ----------------
778208 •i 247.9537 i 0.0102 2.1200e- 248.8408
with Elevator
003
--- - --- --
Strip Mall
•- J------- -- - - - - --
152724 •i 48.6611 i 2.0100e- 4.2000e- 48.8352
;� i 003 004
Total
575.2703
4.9200e-
577.3284
�'_70.0238
003
Mitigated
Electricity
Total CO2
CH4
N20
CO2e
Use
I
Land Use
kWh/yr
MT/yr
Apartments Mid
874566 •i 278.6555 i 0.0115 2.3800e- 279.6524
Rise
i ;� i 003
--
Enclosed Parking
-------- ---- ---J- ------------ - -*- - - - - - -
778208 •1 247.9537 i 0.0102 2.1200e- 248.8408
with Elevator
i ;� i 003
----------
Strip Mall
-------i-------J ------- i-------*-------
152724 •i 48.6611 i 2.0100e- 4.2000e- 48.8352
003 004
Total
575.2703
4.9200e-
577.3284
�=0238
003
6.0 Area Detail
CaIEEMod Version: CalEEMod.2016.3.2 Page 29 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
6.1 Mitigation Measures Area
ROG
I NOx
I CO
I S02
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
I CO2e
Category
tons/yr
MT/yr
Mitigated •i 1.0030
i 0.0719 i 2.2951 4.1000e-
i i 0.0163
i 0.0163
0.0163 0.0163
0.0000 i 56.5448 i 56.5448 i 4.6100e-
i 9.7000e- 56.9487
004
003
004 i
Unmitigated 1.0030
0.0719 2.2951 4.1000e-
- 0.0163
0.0163
0.0163 0.0163
0.0000 56.5448 56.5448 - 4.6100e- • 9.7000e- 56.9487
004
003
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 30 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
6.2 Area by SubCategory
Unmitigated
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Subcategory
tons/yr
MT/yr
Architectural •i 0.0769 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Coating
Consumer •i 0.8518 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Products
Hearth •i 5.3400e- 0.0456 0.0194 2.9000e- 3.6900e- 3.6900e- 3.6900e- 3.6900e- 0.0000 i 52.8302 52.8302 1.0100e- 9.7000e- 1 53.1441
i i i i
003 004 003 003 003 003 .� i i � i i i i � i i � 003 � 004
------------i------- - J--------A------- - J------- - J------- J------- - J------- J------- - J---------------+-------i------- J------- - J------- ---------- -------
Landscaping •i 0.0690 0.0262 2.2756 1.2000e- 0.0126 0.0126 0.0126 0.0126 0.0000 i 3.7146 3.7146 3.6000e- 0.0000 � 3.8045
i � i i � i � i � i � i
004 003
Total
1.0030
0.0719
2.2951
4.1000e-
0.0163
0.0163
0.0163
0.0163
0.0000
56.5448
56.5448
4.6100e-
9.7000e-
56.9487
004
003
004
CaIEEMod Version: CalEEMod.2016.3.2 Page 31 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
6.2 Area by SubCategory
Mitigated
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
tons/yr
MT/yr
Architectural •i 0.0769 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Coating
Consumer •i 0.8518 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Products
Hearth •i 5.3400e- 0.0456 0.0194 2.9000e- 3.6900e- 3.6900e- 3.6900e- 3.6900e- 0.0000 i 52.8302 52.8302 1.0100e- 9.7000e- 1 53.1441
i i i i
003 004 003 003 003 003 .� i i � i i i i � i i � 003 � 004
------------i------- - J--------A------- - J------- - J------- J------- - J------- J------- - J------- -- ----- - +----- i------------------------------- *-------
Landscaping •i 0.0690 0.0262 2.2756 1.2000e- 0.0126 0.0126 0.0126 0.0126 0.0000 i 3.7146 3.7146 3.6000e- 0.0000 1 3.8045
i i i i i i
004 003
Total
1.0030
0.0719
2.2951
4.1000e-
0.0163
0.0163
0.0163
0.0163
0.0000
56.5448
56.5448
4.6110 e-
9.7000e-
56.9487
004
003
004
7.0 Water Detail
7.1 Mitigation Measures Water
CaIEEMod Version: CalEEMod.2016.3.2 Page 32 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
Total CO2
CH4
N20
CO2e
Category
MT/yr
Mitigated •1 32.8123 i 0.2011 4.9800e- 1 39.3240
•� 003 i
- - - - - - - - - - - % --------------4------------------------------* - - - - - - -
Unmitigated
•• 32.8123 0.2011 4.9800e- 39.3240
003
7.2 Water by Land Use
Unmitigated
Indoor/Out
Total CO2
CH4
N20
CO2e
door Use
Land Use
Mgal
MT/yr
Apartments Mid 4.599 / ■1 25.9659 0.1509 3.7500e- 30.8545
Rise i 1.533 ;i 003
----------- ■I - - - - - ---- - - - - -
Enclosed Parking 0/0 ■1 0.0000 0.0000 0.0000 0.0000
with Elevator
""""--""""-r------il-------�------- �-------T
Strip Mall 1.533 / 0 ■i 6.8464 0.0502 1.2300e- 8.4695
;i 003
Total
32.8123
0.2011
4.9800e-
39.3240
003
CaIEEMod Version: CalEEMod.2016.3.2 Page 33 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
7.2 Water by Land Use
Mitigated
Indoor/Out
Total CO2
CH4
N20
CO2e
door Use
Land Use
Mgal
MT/yr
Apartments Mid
4.599 / •1 25.9659 0.1509 3.7500e- 30.8545
Rise
1.533 ;i i 003
•---------------
Enclosed Parking
0/0 •1 0.0000 0.0000 0.0000 0.0000
with Elevator
•�
i
41 -------------------
Strip Mall
1.533 / 0 •i 6.8464 0.0502 1.2300e- 8.4695
;i 003
Total
32.8123
4.9800e-
39.3240
1=1
003
I
8.0 Waste Detail
8.1 Mitigation Measures Waste
CaIEEMod Version: CalEEMod.2016.3.2 Page 34 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
CategoryNear
Total CO2
CH4
N20
CO2e
MT/yr
Mitigated •i 23.3886 i 1.3822 i 0.0000 1 57.9443
- - - - - - - - - - - %.............. +--------------}............... " " " " " " "
Unmitigated •• 23.3886 1.3822 0.0000 57.9443
8.2 Waste by Land Use
Unmitigated
Waste
Total CO2
CH4
N20
CO2e
Disposed
I
Land Use
tons
MT/yr
Apartments Mid 101.2 •i 20.5427 1.2140 0.0000 50.8936
Rise
----- •i--------------------- -
Enclosed Parking 0 0.0000 0.0000 0.0000 0.0000
with Elevator
--------- • ------- -------
Strip Mall 14.02 �i 2.8459 0.1682 0.0000 i 7.0507
r7Total
23.3886
1.3822
0.0000
57.9443
CaIEEMod Version: CalEEMod.2016.3.2 Page 35 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
8.2 Waste by Land Use
Mitigated
waste
Total CO2
CH4
N20
CO2e
Disposed
Land Use
tons
MT/yr
Apartments Mid
101.2 •i 20.5427 1.2140 0.0000 50.8936
Rise
i •�
• ------- -------
Enclosed Parking
0 •i 0.0000 0.0000 0.0000 0.0000
with Elevator
•�
i •�--------------
Strip Mall
i
i 14.02 •i 2.8459 0.1682 0.0000 i 7.0507
Total
23.3886
1 1.3822
j 0.0000
57.9443
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumas and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CaIEEMod Version: CaIEEMod.2016.3.2 Page 36 of 36 Date: 11/15/2019 11:07 AM
4TH & Main Mixed -Use Project - Orange County, Annual
11.0 Vegetation
CaIEEMod Version: CaIEEMod.2016.3.2 Page 1 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
4TH & Main Mixed -Use Project
Orange County, Winter
1.0 Project Characteristics
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Enclosed Parking with Elevator
332.00 +
Space
; 0.00 132,800.00
i 0
•-----------------------------_------------------------------_------------------------------=
Apartments
artments Mid Rise 220.00
--- --------- --------- -i-------------- - - - - --
Dwelling Unit ; 1.42 220,000.00 -+ 629
+
•------------------------------_------------------------------_-----------------------------
T -------- - - - - -- ------------------E---------------
Strip Mall
13.35
1000sgft
0.31 13,350.00
0
1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30
Climate Zone 8 Operational Year 2022
Utility Company Southern California Edison
CO2Intensity 702.44 CH4Intensity 0.029 N20Intensity 0.006
(lb/MWhr) (lb/MWhr) (lb/MWhr)
1.3 User Entered Comments & Non -Default Data
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 30
4TH & Main Mixed -Use Project - Orange County, Winter
Project Characteristics -
Land Use - Matches Addendum's model. See SWAPE comment parking and retail land uses.
Construction Phase - Matches Addendum's model.
Demolition - Matches Addendum's model.
Grading - Matches Addendum's model.
Architectural Coating - Matches Addendum's model.
Vehicle Trips - See SWAPE comment about trip rates.
Woodstoves - Matches Addendum's model.
Water And Wastewater - Matches Addendum's model.
Construction Off -road Equipment Mitigation - Matches Addendum's model.
Date: 11/15/2019 11:10 AM
Table Name
Column Name
Default Value
New Value
tblArchitecturaICoating
EF_Nonresidential
i 100.00
50.00
_Exterior
---------------------g------_------------------------------r-----------------------------t--------------------------
tblArchitecturalCoatin
EF_Nonresidential
i 100.00 50.00
_Interior
----------------------------_------------------------------
tblArchitecturalCoating
r-----------------------------t--------------------------
EF_Parking i 100.00 50.00
tblConstDustMitigation
-----r-----------------------------t-------------------------
WaterUnpavedRoadVehicleSpeed i 0 15
----------------------------- _----------------
tblConstruction Phase
---------- ---------------------------------------
NumDays r 2.00 133.00
----------------------------- _----------------
tblConstruction Phase
---------- --------------------------------------
NumDays r 200.00 315.00
----------------------------- _----------------
tblConstruction Phase
---------- ---------------------------------------
NumDays r 10.00 142.00
----------------------------- _------------------------------
tblFireplaces
r-----------------------------t--------------------------
FireplaceWood Mass i 1,019.20 0.00
--------------p-------------_----------------------------
tblFire laces
--------------------------------------
NumberGas r 187.00 220.00
-----------------------------
tblFireplaces
------------------------------ ---------------------------------------
N u mberNoFi replace r 22.00 0.00
--------------p-------------_-------------------
tblFire laces
------------t--------------------------
NumberWood r 11.00 0.00
-----------------------------
tblGrading
------------------------------ ---------------------------------------
AcresOfGrading r 66.50 1.70
-----------------------------
tblGrading
------------------------------ ---------------------------------------
Material Exported r 0.00 19,000.00
-----------------------------
tblLandUse
------------------------------ ---------------------------------------
LotAcreage } 2.99 0.00
-----------------------------
tblLandUse
------------------------------t------------------------------ --------------------------
LotAcreage 5.79 1.42
CaIEEMod Version: CaIEEMod.2016.3.2 Page 3 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
tblVehicleTrips
HO_TTP
40.60
40.00
-----------------------------
tblVehicleTrips
Y----------------------------
HS_TTP
---------------------------------T--------------------------
} 19.20
19.00
tblVehicleTrips
HW_TTP
} 40.20
41.00
tblVehicleTrips
ST_TR
} 6.39
4.81
tblVehicleTrips
ST_TR
} 42.04
29.38
tblVehicleTrips
SU_TR
} 5.86
4.81
tblVehicleTrips
SU_TR
} 20.43
29.38
tblVehicleTrips
WD_TR
} 6.65
4.81
tblVehicleTrips
WD_TR
} 44.32
29.38
tblWater
IndoorWaterUseRate
} 14,333,885.64
4,599,000.00
tblWater
IndoorWaterUseRate
} 988,868.16
1,533,000.00
tblWater
0utdoorWaterUseRate
} 9,036,580.08
1,533,000.00
tblWater
0utdoorWaterUseRate
} 606,080.49
0.00
tblWoodstoves
NumberCatalytic
} 11.00
0.00
tblWoodstoves
NumberNoncatalytic
} 11.00
0.00
tblWoodstoves
Wood stove DayYear
} 25.00
0.00
----------------------------
tblWoodstoves
------------------------------:------------------------------
WoodstoveWood Mass
999.60
--------------------------
0.00
2.0 Emissions Summary
CaIEEMod Version: CaIEEMod.2016.3.2 Page 4 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
2.1 Overall Construction (Maximum Daily Emission)
Unmitigated Construction
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Year
lb/day
lb/day
2020 •i 3.1340 23.3397 21.1999 0.0560 5.6994 1.1610 6.5371 3.0092 1.0843 3.7805 0.0000 i 5,493.084 5,493.084 0.7028 0.0000 5,506.360
i � i � i � i i
2021 •i 13.4938 i 20.1905 23.3718 i 0.0625 3.2288 0.8069 i 4.0357 0.8631 i 0.7814 1.6445 0.0000 i 6,124.036 6,124.036 i 0.5364 0.0000 6,137.445
'� i i i i i i i i • 7 i 7 i i i 6
-------------
2022 •i 10.6350 i 6.8020 9.1455 i 0.0148 0.4918 0.3484 i 0.5767 0.1304 i 0.3214 0.3599 0.0000 i 1,422.046 1,422.046 i 0.4138 0.0000 1,432.391
'�
i i i i i i i i • 1 i 1 i i i 0
Maximum
13.4938
23.3397
23.3718
0.0625
5.6994
1.1610
6.5371
3.0092
1.0843
3.7805
0.0000
6,124.036
6,124.036
0.7028
0.0000
6,137.445
7
7
6
Mitigated Construction
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Year
lb/day
lb/day
2020 •i 3.1340 23.3397 21.1999 0.0560 5.6994 1.1610 6.5371 3.0092 1.0843 3.7805 0.0000 i 5,493.084 5,493.084 0.7028 0.0000 i 5,506.360
i i i i i
0 i 0 i 6
-----------•------- J------- J------- J------- J------- J------- J------- J------- J---------------_---- --r------ -------J-------�-------*-------
2021 •i 13.4938 i 20.1905 23.3718 i 0.0625 3.2288 0.8069 i 4.0357 0.8631 i 0.7814 1.6445 0.0000 i 6,124.036 6,124.036 i 0.5364 0.0000 i 6,137.445
2022 10.6350 i 6.8020 9.1455 i 0.0148 0.4918 0.3484 i 0.5767 0.1304 i 0.3214 0.3599 0.0000 i 1,422.046 1,422.046 i 0.4138 0.0000 i 1,432.391
i i i i i i i i • 1 1 i 0
Maximum
13.4938
23.3397
23.3718
0.0625
5.6994
1.1610
6.5371
3.0092
1.0843
3.7805
0.0000
6,124.036
6,124.036
0.7028
0.0000
6,137.445
7
7
6
CaIEEMod Version: CaIEEMod.2016.3.2 Page 5 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
CaIEEMod Version: CaIEEMod.2016.3.2 Page 6 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
2.2 Overall Operational
Unmitigated Operational
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
lb/day
lb/day
Area •i 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 i 4,691.580 4,691.580 0.1210 0.0854 4,720.058
i i i i �
6 i 6 i i i 9
Energy •i 0.0751 i 0.6419 � 0.2761 i 4.0900e- � � 0.0519 i 0.0519 � i 0.0519 0.0519 i 818.9335 818.9335 i 0.0157 0.0150 823.8000
003
Mobile •i 2.0072 i 8.2321 25.3955 i 0.0977 9.2926 0.0735 i 9.3661 2.4850 i 0.0684 2.5533 i 9,932.431 9,932.431 i 0.4157 9,942.824
6 i 6 i i 1
Total
8.1499
12.7333
45.4297
0.1261
9.2926
0.5210
9.8136
2.4850
0.5158
3.0008
0.0000
15,442.94
15,442.94
0.5524
0.1004
15,486.68
58
58
31
Mitigated Operational
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Category
lb/day
lb/day
Area •i 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 i 4,691.580 4,691.580 0.1210 0.0854 i 4,720.058
i i i i
'� i i i i i i i i 6 i 6 i i i 9
•
---- ----%i-------J------- J------- J------- J------- J------- J------- J------- J---------------+-------i------- J ------- J------- �-------*-------
Energy •i 0.0751 i 0.6419 � 0.2761 i 4.0900e- � � 0.0519 i 0.0519 � i 0.0519 � 0.0519 � i 818.9335 818.9335 i 0.0157 0.0150 i 823.8000
003 i i i i i • i i i
Mobile 2.0072 i 8.2321 25.3955 i 0.0977 9.2926 0.0735 i 9.3661 2.4850 i 0.0684 2.5533 � i 9,932.431 9,932.431 i 0.4157 9,942.824
i i i i i i i i • 6 6 i 1
Total
8.1499
12.7333
45.4297
0.1261
9.2926
0.5210
9.8136
2.4850
0.5158
3.0008
0.0000
15,442.94
15,442.94
0.5524
0.1004
15,486.68
11
58
58
31
CaIEEMod Version: CaIEEMod.2016.3.2 Page 7 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 •Demolition !Demolition
!3/2/2020
13/27/2020
5
20
i
i
2 Site Preparation +Site Preparation
! 3/28/2020
i 9/30/2020
5
133
i
i
3 •Building Construction +Building Construction
!10/1/2020
:12/15/2021
5:
315:
i
i
4 :Paving +Paving
!2/16/2022
i3/1/2022
5
10:
+
I
i
5 -Architectural Coating :Architectural Coating
-8/2/2021
-2/15/2022
5,
142-
Acres of Grading (Site Preparation Phase): 1.7
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
Residential Indoor: 445,500; Residential Outdoor: 148,500; Non -Residential Indoor: 20,025; Non -Residential Outdoor: 6,675; Striped Parking
Area: 7,968 (Architectural Coating — sgft)
OffRoad Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 8 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor
Demolition
'Concrete/Industrial Saws ; 1 ; 8.001
81 :
0.73
--------------------------
- - - -------------------------
-----------
Demolition
'Rubber Tired Dozers ; 1 8.001
247,
0.40
---------------------------
-------------------------------------------------------i ------ - - - - ---------------
-----------
Demolition
+Tractors/Loaders/Backhoes ; 31 8.001
97,
0.37
--------------------------
�- - - - --------------------------
-----------
Site Preparation
'Graders ; 1 8.001
187,
0.41
---------------------------
�- - - - --------------------------
-----------
Site Preparation
'Rubber Tired Dozers ; 1 7.001
247,
0.40
�- - - - --------------------------
-----------
Site Preparation
+Tractors/Loaders/Backhoes ; 1 ? 8.001
97,
0.37
----------------------------
_ i
-------------------------------------------------------------------- --------------
-----------
Building Construction
'Cranes ; 1 6.001
231,
0.29
---------------------------
i i
- - --------------------------
Building Construction
'Forklifts ; 1 6.001
89,
0.20
_ __ i i
_
Building Construction
'Generator Sets ; 1 8.001
_
84,
0.74
�- - - - --------------------------
-----------
Building Construction
+Tractors/Loaders/Backhoes ; 1 6.001
97,
0.37
----------------------------
_ i
-------------------------------------------------------------------- --------------
-----------
Building Construction
'Welders ; 31 8.001
46,
0.45
1
�- - - -------------------
------------------
Architectural Coating
'Air Compressors ; 1 6.001
78,
0.48
----------------------------
-------------------------------------------------------i ------ - - - - ---------------
-----------
Paving
'Cement and Mortar Mixers ; 1 6.001
9.
0.56
----------------------------
i i
---------------------------------------------------------------------------------
Paving
+Pavers ; 1 6.001
130,
0.42
---------------------------
�- - - - --------------------------
-----------
Paving
'Paving Equipment ; 1 8.001
132,
0.36
�- - - - --------------------------
-----------
Paving
'Rollers ; 1 7.001
80,
0.38
Paving
•Tractors/Loaders/Backhoes 1 8.00,
97,
0.37
Trips and VMT
Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip Worker Vehicle Vendor Hauling
Count I Number I Number I Number I Length Length Length Class Vehicle Class Vehicle Class
Demolition A
5;
13.00;
0.00:
167.00;
14.70;
6.90;
20.00:LD_Mix
HDT_Mix IHHDT
------------
Site Preparation
- --------------
3;
----- --�
- i----------
8.00:
i -
0.00:
--------i
,
2,375.00:
---------- �- ---------------------------------
14.70:
6.90,
20.00;LD_Mix
----------'--------
� IHHDT
iHDT_Mix
---------------- °
�-
Building Construction
-------------;-----------------
7;
--�
- i------------
218.00-
47.00i
--------i
,----------�-
0.00�
---------
14.70;
---------------
6.90;
20.00;LD_Mix
----------'--------
1HDT_MixIHHDT
�-
-------- - - - - -- °
Architectural Coating
-------------;
1;
i------------
44.00-
0.00:
--------i
,----------�-
0.00:
-------------------=-------------
14.70;
6.90;
20.00;LD_Mix
----------'-- - - - - --
iHDT_Mix IHHDT
---- '
Paving
5.
13.00,
0.00,
0.00,
14.70,
6.90,
20.00,LD_Mix
HDT_Mix HHDT
CaIEEMod Version: CaIEEMod.2016.3.2 Page 9 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
3.2 Demolition - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
I I I I I 1 I 1 1 I I
Fugitive Dust •1 I I I 1 1.8063 I 0.0000 I 1.8063 I 0.2735 1 0.0000 0.2735 0.0000 1 I i 0.0000
1 1 I
........... 1------- J------- J------- J------- J-------J-------J------- J------- J----------------------- 1-------J-------J-------J-------T .......
I I I I 1 I I I 1 I I
Off -Road •1 2.1262 I 20.9463 I 14.6573 I 0.0241 I I 1.1525 I 1.1525 I I 1.0761 1.0761 � 1 2,322.312 12,322.312 I 0.5970 I i 2,337.236
7 I 7 I I I 3
Total
2.1262
20.9463
14.6573
0.0241
1.8063
1.1525
2.9588
0.2735
1.0761
1.3496
2,322.312
2,322.312
0.5970
2,337.236
7
7
1
3
CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.2 Demolition - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0646 i 2.3249 i 0.6108 6.2900e- i 0.1454 7.5700e- 0.1530 i 0.0398 7.2400e- 0.0470 701.5502 � 701.5502 � 0.0756 i i 703.4400
003 003 003 i
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0565 i 0.0346 i 0.3933 1.3400e- i 0.1453 9.6000e- 0.1463 i 0.0385 8.8000e- 0.0394 i 134.1108 134.1108 3.0600e- i i 134.1873
003 004 004 003 i
Total
0.1211
2.3595
1.0041
7.6300e-
0.2907
8.5300e-
0.2992
0.0783
8.1200e-
0.0865
835.6610
835.6610
0.0787
837.6273
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Fugitive Dust •1 1.8063 0.0000 1.8063 i 0.2735 0.0000 0.2735 0.0000 0.0000
Off -Road •i 2.1262 i 20.9463 i 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 0.0000 i 2,322.312 2,322.312 0.5970 i i 2,337.236
7 i 7 i i i 3
Total
2.1262
20.9463
14.6573
0.0241
1.8063
1.1525
2.9588
0.2735
1.0761
1.3496
0.0000
2,322.312
2,322.312
0.5970
2,337.236
7
7
3
CaIEEMod Version: CaIEEMod.2016.3.2 Page 11 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.2 Demolition - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
Category
lb/day
lb/day
Hauling •i 0.0646 i 2.3249 i 0.6108 6.2900e- i 0.1454 7.5700e- 0.1530 i 0.0398 7.2400e- 0.0470 i 701.5502 � 701.5502 � 0.0756 703.4400
003 003 003
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0565 i 0.0346 i 0.3933 1.3400e- i 0.1453 9.6000e- 0.1463 i 0.0385 8.8000e- 0.0394 i 134.1108 134.1108 3.0600e- i i 134.1873
003 004 004 003 i
Total
0.1211
2.3595
1.0041
7.6300e-
0.2907
8.5300e-
0.2992
0.0783
8.1200e-
0.0865
835.6610
835.6610
0.0787
837.6273
003
003
003
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Fugitive Dust •1 5.2990 0.0000 5.2990 i 2.9004 0.0000 2.9004 0.0000 0.0000
Off -Road •i 1.6299 i 18.3464 i 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 i 1,667.4119 : 1,667.4119 1 0.5393 i i 1,680.893
'� i i i i i i i i • i i i i 7
Total
1.6299
18.3464
7.7093
0.0172
5.2990
0.8210
6.1200
2.9004
0.7553
3.6556
1,667.411
0.5393
1,680.893
9
17667.4111
9
1
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 12 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.3 Site Preparation - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.1382 4.9720 1.3063 0.0135 0.3109 0.0162 0.3271 0.0851 0.0155 0.1006 1,500.321 1,500.321 0.1617 i 1,504.362
i i i � i � i
3 i 3 i i i 7
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 - i 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0347 0.0213 0.2420 8.3000e- 0.0894 5.9000e- 0.0900 0.0237 5.4000e- 0.0243 82.5297 82.5297 1.8800e- i 82.5768
i i i i i
004 004 004 003 i
Total
0.1729
4.9933
1.5483
0.0143
0.4003
0.0168
0.4171
0.1088
0.0160
0.1635
7586.939
f77T1,582.851
0
1'1,582.851
0
1
5
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Fugitive Dust •i i i i i 5.2990 0.0000 5.2990 i 2.9004 i 0.0000 2.9004 0.0000 0.0000
Off -Road •i 1.6299 i 18.3464 i 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 0.0000 i 1,667.4119 : 1,667.4119 1 0.5393 i i 1,680.893
7
Total
1.6299
18.3464
7.7093
0.0172
5.2990
0.8210
6.1200
2.9004
0.7553
3.6556
0.0000
1,667.411
1,667.411
0.5393
1,680.893
9
9
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 13 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.3 Site Preparation - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.1382 4.9720 1.3063 0.0135 0.3109 0.0162 0.3271 0.0851 0.0155 0.1006 i 1,500.321 1,500.321 0.1617 i 1,504.362
i i i � i � � i
3 i 3 i i i 7
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 - i 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0347 0.0213 0.2420 8.3000e- 0.0894 5.9000e- 0.0900 0.0237 5.4000e- 0.0243 82.5297 82.5297 1.8800e- i 82.5768
i i i i i
004 004 004 003 i
Total
0.1729
4.9933
1.5483
0.0143
0.4003
0.0168
0.4171
0.1088
0.0160
0.1635
7586.939
f77T1,582.851
0
1'1,582.851
0
1
5
3.4 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 2.0305 i 14.7882 13.1881 0.0220 0.7960 0.7960 i i 0.7688 0.7688 2,001.159 2,001.159 0.3715 i i 2,010.446
5 i 5 i i i 7
Total
2.0305
14.7882
13.1881
0.0220
0.7960
0.7960
0.7688
0.7688
2,001.159
2,001.159
0.37
2,010.446
5
5
7
1
CaIEEMod Version: CaIEEMod.2016.3.2 Page 14 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.4 Building Construction - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Vendor •i 0.1568 i 4.8947 i 1.4165 0.0114 i 0.3003 0.0260 0.3263 i 0.0864 0.0249 0.1113 1,242.990 1,242.990 0.1083 i i 1,245.697
4 i 4 i i i 0
Worker •i 0.9467 i 0.5800 i 6.5953 0.0226 i 2.4367 0.0161 2.4528 i 0.6462 0.0148 0.6611 i 2,248.934 2,248.934 0.0513 i i 2,250.216
9
Total
1.1035
5.4748
8.0118
0.0340
2.7370
0.0421
2.7791
0.7327
0.0397
0.7723
3,491.924
3,491.924
0.1596
3,495.913
5
5
9
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
lb/day
Off -Road •i 2.0305 i 14.7882 i 13.1881 0.0220 i i 0.7960 0.7960 0.7688 0.7688 0.0000 i 2,001.159 2,001.159 0.3715 i i 2;010.446
5 i 5 i i i 7
Total
2.0305
14.7882
13.1881
0.0220
0.7960
0.7960
0.7688
0.7688
0.0000
2,001.159
2,001.159
0.3715
2,010.446
5
5
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 15 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.4 Building Construction - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Vendor •i 0.1568 i 4.8947 i 1.4165 0.0114 i 0.3003 0.0260 0.3263 i 0.0864 0.0249 0.1113 1,242.990 1,242.990 0.1083 i i 1,245.697
4 i 4 i i i 0
Worker •i 0.9467 i 0.5800 i 6.5953 0.0226 i 2.4367 0.0161 2.4528 i 0.6462 0.0148 0.6611 i 2,248.934 2,248.934 0.0513 i i 2,250.216
9
Total
1.1035
5.4748
8.0118
0.0340
2.7370
0.0421
2.7791
0.7327
0.0397
0.7723
3,491.924
3,491.924
0.1596
3,495.913
5
5
9
3.4 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 1.8125 i 13.6361 i 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 2,001.220 0.3573 i i 2,010.151
0 i 0 i 7
Total
1.8125
13.6361
12.8994
0.0221
0.6843
0.6843
0.6608
0.6608
2,001.220
2,001.220
0.3573
2,010.151
0
0
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 16 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.4 Building Construction - 2021
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •i 0.1316 i 4.3989 i 1.3119 0.0113 i 0.3003 9.5000e- 0.3098 i 0.0864 9.0900e- 0.0955 i 1,232.288 1,232.288 0.1039 i i 1,234.885
003 003 3 3 i 9
Worker •i 0.8909 i 0.5232 i 6.1098 0.0218 i 2.4367 0.0158 2.4525 i 0.6462 0.0145 0.6608 i 2,170.914 2,170.914 0.0465 i i 2,172.076
'�
i i i i i i i i • 2 i 2 i i i 4
Total
1.0225
4.9220
7.4217
0.0331
2.7370
0.0253
2.7623
0.7326
0.0236
0.1504
7406.962
[77T3,403.202
5
17403.202
5
3
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 1.8125 i 13.6361 i 12.8994 0.0221 i i 0.6843 0.6843 0.6608 0.6608 0.0000 i 2,001.220 2,001.220 0.3573 i i 2,010.151
Total
1.8125
13.6361
12.8994
0.0221
0.6843
0.6843
0.6608
0.6608
0.0000
2,001.220
2,001.220
0.3573
2,010.151
0
0
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 17 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.4 Building Construction - 2021
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •i 0.1316 i 4.3989 i 1.3119 0.0113 i 0.3003 9.5000e- 0.3098 i 0.0864 9.0900e- 0.0955 57232.288 1,232.288 0.1039 i i 1,234.885
003 003 3 3 i 9
Worker •i 0.8909 i 0.5232 i 6.1098 0.0218 i 2.4367 0.0158 2.4525 i 0.6462 0.0145 0.6608 i 2,170.914 2,170.914 0.0465 i i 2,172.076
'�
i i i i i i i i • 2 i 2 i i i 4
Total
1.0225
4.9220
7.4217
0.0331
2.7370
0.0253
2.7623
0.7326
0.0236
3,403.202
0.1504
3,406.962
j
j
j
j
[77T3,403.202
5
5
3
3.5 Paving - 2022
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 0.6877 i 6.7738 i 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 1,297.378 0.4113 i i 1,307.660
'� i i i i i i i i • 9 i 9 i i i 8
Paving •1 0.0000 i i i 0.0000 0.0000 i 0.0000 0.0000 F 0.0000 0.0000
Total
0.6877
6.7738
8.8060
0.0135
0.3474
0.3474
0.3205
0.3205
1,297.378
1,297.378
0.4113
1,307.660
11
9
9
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 18 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.5 Paving - 2022
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0503 i 0.0283 i 0.3395 1.2500e- i 0.1453 9.2000e- 0.1462 i 0.0385 8.5000e- 0.0394 124.6672 124.6672 2.5200e- i i 124.7301
003 004 004 003 i
Total
0.0503
0.0283
0.3395
1.2500e-
0.1453
9.2000e-
0.1462
0.0385
8.5000e-
0.0394
124.6672
124.6672
2.5200e-
124.7301
003
004
004
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 0.6877 i 6.7738 i 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 i 1,297.378 1,297.378 0.4113 i i 1,307.660
'� i i i i i i i i • 9 i 9 i i i 8
Paving •1 0.0000 i i i 0.0000 0.0000 i 0.0000 0.0000 F 0.0000 0.0000
Total
0.6877
6.7738
8.8060
0.0135
0.3474
0.3474
0.3205
0.3205
0.0000
1,297.378
1,297.378
0.4113
1,307.660
11
9
9
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 19 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.5 Paving - 2022
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0503 i 0.0283 i 0.3395 1.2500e- i 0.1453 9.2000e- 0.1462 i 0.0385 8.5000e- 0.0394 124.6672 124.6672 2.5200e- i i 124.7301
003 004 004 003 i
Total
0.0503
0.0283
0.3395
1.2500e-
0.1453
9.2000e-
0.1462
0.0385
8.5000e-
0.0394
124.6672
124.6672
2.5200e-
124.7301
003
004
004
003
3.6 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 i i 281.9309
003
Total
10.4790
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
281.4481
281.4481
0.0193
281.9309
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 20 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.6 Architectural Coating - 2021
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1798 i 0.1056 i 1.2332 4.3900e- i 0.4918 � 3.1800e- 0.4950 i 0.1304 2.9300e- 0.1334 438.1662 � 438.1662 9.3800e- i i 438.4007
003 003 003 003 i
Total
0.1798
0.1056
1.2332
4.3900e-
0.4918
3.1800e-
0.4950
0.1304
2.9300e-
0.1334
438.1662
438.1662
9.3800e-
438.4007
003
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309
003
Total
10.4790
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
0.0000
281.4481
281.4481
0.0193
281.9309
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 21 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.6 Architectural Coating - 2021
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
�
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1798 i 0.1056 i 1.2332 4.3900e- i 0.4918 � 3.1800e- 0.4950 i 0.1304 2.9300e- 0.1334 438.1662 � 438.1662 9.3800e- i i 438.4007
003 003 003 003 i
Total
0.1798
0.1056
1.2332
4.3900e-
0.4918
3.1800e-
0.4950
0.1304
2.9300e-
0.1334
438.1662
438.1662
9.3800e-
438.4007
003
003
003
003
3.6 Architectural Coating - 2022
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2045 i 1.4085 i 1.8136 2.9700e- 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 i i 281.9062
003
Total
10.4647r85
1.8136
2.9700e-
0.0817
0.0817
0.0817
0.0817
281.4481
281.4481
0.0183
281.9062
11
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 22 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.6 Architectural Coating - 2022
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1704 i 0.0957 i 1.1492 4.2300e- i 0.4918 3.1200e- 0.4949 i 0.1304 2.8700e- 0.1333 421.9507 421.9507 8.5100e- i i 422.1635
003 003 003 003 i
Total
0.1704
0.0957
1.1492
4.2300e-
0.4918
3.1200e-
0.4949
0.1304
2.8700e-
0.1333
421.9507
421.9507
8.5100e-
422.1635
003
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2045 i 1.4085 i 1.8136 2.9700e- 0.0817 0.0817 0.0817 0.0817 0.0000 i 281.4481 281.4481 0.0183 i i 281.9062
003
Total
10.4647r85
1.8136
2.9700e-
0.0817
0.0817
0.0817
0.0817
0.0000
281.4481
281.4481
0.0183
281.9062
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 23 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
3.6 Architectural Coating - 2022
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
�
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1704 i 0.0957 i 1.1492 4.2300e- i 0.4918 3.1200e- 0.4949 i 0.1304 2.8700e- 0.1333 421.9507 421.9507 8.5100e- i i 422.1635
003 003 003 003 i
Total
0.1704
0.0957
1.1492
4.2300e-
0.4918
3.1200e-
0.4949
0.1304
2.8700e-
0.1333
421.9507
421.9507
8.5100e-
422.1635
003
003
003
003
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
CaIEEMod Version: CaIEEMod.2016.3.2 Page 24 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
ROG
I NOx
I CO
I S02
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
Category
lb/day
lb/day
Mitigated •i 2.0072 8.2321 i 25.3955 i 0.0977 9.2926 i 0.0735
9.3661
i 2.4850
i 0.0684 2.5533
9,932.431 9,932.431 i 0.4157 i
i 9,942.824
6 i 6 i i
i 1
Unmitigated
2.0072 8.2321 25.3955 0.0977 9.2926 0.0735
9.3661
2.4850
0.0684 2.5533
9,932.431 • 9,932.431 • 0.4157
9,942.824
6 6
1
4.2 Trip Summary Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Apartments Mid Rise ; 1,058.20 ; 1,058.20 1058.20 3,634,353 3,634,353
....... ...............................------------------------------- -----------------------:--------------------------
Enclosed Parking with Elevator ; 0.00 ; 0.00 0.00
••••••••••••••Strip•Mall•••••••••••••••+------------- ;------------------------------------------------------------------------
746392.22 ,242
Total 1,450.42
1,450.42
1,450.42
4,380,595
4,380,595
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass -by
Apartments Mid Rise
14.70
5.90
8.70
41.00
19.00
40.00
86
11
3
• • .....................•
Enclosed Parking with Elevator ;
- - - - - - - - - - -t
16.60
- - - - - - - - - -r
8.40
- - - - - - - - - -
6.90
�- - - - - - - - -
0.00
-- - - - - - - - - r
1 0.00
1
- - - - - - - - - -
0.00
- - - - - - - - -
0
- - - - - - - -
0
- - - - - - - - - - - - - - - .
0
Strip Mall 16.60 8.40
6.90
16.60
64.40
19.00
45
40
15
4.4 Fleet Mix
CalEEMod Version: CaIEEMod.2016.3.2 Page 25 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Apartments Mid Rise
0.561378+
0.043284 ;
0.209473 ;
0.11182E;
0.015545 ;
0.005795 ;
0.025829 ;
0.017125 ;
0.001747 ;
0.001542 ;
0.004926 ;
0.0005941
0.00093z
r
Enclosed Parking with Elevator
0.5613781
0.0432841
0.2094731
0.11182E-
0.015545i
0.0057951
0.0258291
0.0171251
0.0017471
0.0015421
0.0049261
0.000594.
0.00093Z
r
Strip Mall
0.561378.
0.043284,
0.209473,
0.11182E
0.015545-
0.005795,
0.025829,
0.017125,
0.001747,
0.001542,
0.004926,
0.000594,
0.00093Z
5.0 Energy Detail
Historical Energy Use: N
5.1 Mitigation Measures Energy
ROG
NOx
I CO
I S02
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
I CO2e
Category
lb/day
lb/day
NaturalGas •i 0.0751 0.6419 i 0.2761 4.0900e-
i i 0.0519
0.0519
0.0519 0.0519
818.9335 1 818.9335 1 0.0157
i 0.0150 823.8000
Mitigated ;i 003
i
NaturalGas
0.0751 0.6419 0.2761 4.0900e-
- 0.0519
0.0519
0.0519 0.0519
818.9335 818.9335 0.0157
- 0.0150 823.8000
Unmitigated
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 26 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGa
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
IPM2.5Total
INBio-CO2
I
Land Use
kBTU/yr
lb/day
lb/day
Apartments Mid
I I I I I I I I I I I
� 6887.78 •I 0.0743 I 0.6348 I 0.2701 I 4.0500e- I I 0.0513 I 0.0513 I I 0.0513 0.0513 I 810.3275 1810.3275 I 0.0155 I 0.0149 815.1429
Rise
'I 003 I
Enclosed Parking
I I I I I I I I 1 • I I I I
I I I I I I I I I- I I I
� 0 •I 0.0000 I 0.0000 I 0.0000 I 0.0000 I I 0.0000 I 0.0000 I I 0.0000 0.0000 • I 0.0000 I 0.0000 I 0.0000 I 0.0000 i 0.0000
with Elevator
I 'I
'I I
Strip Mall
I I I I I I I I • I I I
t------�1-------I I I I I I I 1 +- I I I I *-...---
73.1507 I 7.9000e- 17.1700e- 16.0200e- 14.000Oe- I 15.5000e- 15.5000e- I 15.5000e- 5.5000e- I 8.6060 I 8.6060 I 1.6000e- I 1.6000e- i 8.6571
I
I 'I 004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 ; I I I 004 004
I 'I I I I I I I I 1 • I I I i
Total
0.0751
0.6419
0.2761
4.0900e-
0.0519
0.0519
0.0519
0.0777-F
818.9335
818.9335
0.0157
0.0150
823.8000
003
Mitigated
NaturalGa
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
IPM2.5Total
Land Use
kBTU/yr
lb/day
lb/day
Apartments Mid
I I I I I I I I I I I
� 6.88778 •I 0.0743 I 0.6348 I 0.2701 14.O500e- I I 0.0513 I 0.0513 I I 0.0513 0.0513 � I 810.3275 1810.3275 I 0.0155 I 0.0149 i 815.1429
Rise
003
I 'I I I I I I I I 1 • I I I I
__�I_ *
Enclosed Parking
I I I I I I I I I I I I
0 �I 0.0000 I 0.0000 I 0.0000 I 0.0000 I I 0.0000 I 0.0000 I I 0.0000 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 i 0.0000
with Elevator
I
I I I I I I I 1 • I I I I
Strip Mall
0.0731507:1 7.9000e- 17.1700e- 16.0200e- 14.000Oe- I 15.5000e- 15.5000e- I 15.5000e- 5.5000e- I 8.6060 I 8.6060 I 1.6000e- I 1.6000e- i 8.6571
004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 004 004
I I I I I I I I 1 •
Total
0.0751
0.6419
0.2761
4.0900e-
0.0519
0.0519
0.0519
0.0519
1
818.9335
818.9335
0.0157
0.0150
823.8000
1
003
6.0 Area Detail
CaIEEMod Version: CaIEEMod.2016.3.2 Page 27 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
6.1 Mitigation Measures Area
ROG
NOx
I CO
I S02
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
I CO2e
Category
lb/day
lb/day
Mitigated •i 6.0677
i 3.8593 i 19.7581 0.0243 i i 0.3956
i 0.3956
0.3956 0.3956
0.0000 i 4,691.580 i 4,691.580 i 0.1210 i 0.0854
4,720.058
g i g
9
Unmitigated •• 6.0677
3.8593 19.7581 0.0243 0.3956
0.3956
0.3956 0.3956
0.0000 4,691.580 • 4,691.580 - 0.1210 • 0.0854
• 4,720.058
6 6
9
CaIEEMod Version: CaIEEMod.2016.3.2 Page 28 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
6.2 Area by SubCategory
Unmitigated
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
lb/day
lb/day
Architectural •i 0.4212 i � i i � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Coating
Consumer •i 4.6674 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 0.4271 i 3.6494 1.5529 i 0.0233 0.2951 i 0.2951 0.2951 0.2951 0.0000 i 4,658.823 4,658.823 i 0.0893 0.0854 4,686.508
5 i 5 i i i 6
�i--------------�-------�-------�-------------- -------- ----------- - - - --- - - - -+ i----------------------- - - - - -*
Landscaping •i 0.5521 i 0.2099 18.2051 i 9.6000e- i 0.1005 i 0.1005 i 0.1005 0.1005 i 32.7571 32.7571 i 0.0317 33.5503
004
Total
6.0677
3.8593
19.7581
0.0243
0.3956
0.3956
0.3956
4,691.580
4,691.580
0.1210
0.0854
4,720.058
F-737000
6
6
9
CaIEEMod Version: CaIEEMod.2016.3.2 Page 29 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
6.2 Area by SubCategory
Mitigated
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
lb/day
lb/day
Architectural •i 0.4212 i � i i � 0.0000 i 0.0000 0.0000 0.0000 i � 0.0000 0.0000
�
Coating
Consumer •i 4.6674 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 0.4271 i 3.6494 1.5529 i 0.0233 0.2951 i 0.2951 0.2951 0.2951 0.0000 i 4,658.823 4,658.823 i 0.0893 0.0854 4,686.508
5 i 5 i i i 6
�i--------------�-------�-------�-------------- -------- ---------- - - - - -- - - - -+ i----------------------- - - - - -*
Landscaping •i 0.5521 i 0.2099 18.2051 i 9.6000e- i 0.1005 i 0.1005 i 0.1005 0.1005 i 32.7571 32.7571 i 0.0317 33.5503
004
Total
6.0677
3.8593
19.7581
0.0243
0.3956
0.3956
0.3956
4,691.580
4,691.580
0.1210
0.0854
4,720.058
F-737000
6
6
9
7.0 Water Detail
7.1 Mitigation Measures Water
8.0 Waste Detail
8.1 Mitigation Measures Waste
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 30 of 30 Date: 11/15/2019 11:10 AM
4TH & Main Mixed -Use Project - Orange County, Winter
Fire Pumos and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
11.0 Vegetation
CaIEEMod Version: CaIEEMod.2016.3.2 Page 1 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
4TH & Main Mixed -Use Project
Orange County, Summer
1.0 Project Characteristics
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Enclosed Parking with Elevator
332.00 +
Space
; 0.00 132,800.00
i 0
•-----------------------------_------------------------------_------------------------------=
Apartments
artments Mid Rise 220.00
--- --------- --------- -i-------------- - - - - --
Dwelling Unit ; 1.42 220,000.00 -+ 629
+
•------------------------------_------------------------------_-----------------------------
T -------- - - - - -- ------------------E---------------
Strip Mall
13.35
1000sgft
0.31 13,350.00
0
1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30
Climate Zone 8 Operational Year 2022
Utility Company Southern California Edison
CO2Intensity 702.44 CH4Intensity 0.029 N20Intensity 0.006
(lb/MWhr) (lb/MWhr) (lb/MWhr)
1.3 User Entered Comments & Non -Default Data
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 30
4TH & Main Mixed -Use Project - Orange County, Summer
Project Characteristics -
Land Use - Matches Addendum's model. See SWAPE comment parking and retail land uses.
Construction Phase - Matches Addendum's model.
Demolition - Matches Addendum's model.
Grading - Matches Addendum's model.
Architectural Coating - Matches Addendum's model.
Vehicle Trips - See SWAPE comment about trip rates.
Woodstoves - Matches Addendum's model.
Water And Wastewater - Matches Addendum's model.
Construction Off -road Equipment Mitigation - Matches Addendum's model.
Date: 11/15/2019 11:11 AM
Table Name
Column Name
Default Value
New Value
tblArchitecturaICoating
EF_Nonresidential
i 100.00
50.00
_Exterior
---------------------g------_------------------------------r-----------------------------t--------------------------
tblArchitecturalCoatin
EF_Nonresidential
i 100.00 50.00
_Interior
----------------------------_------------------------------
tblArchitecturalCoating
r-----------------------------t--------------------------
EF_Parking i 100.00 50.00
tblConstDustMitigation
-----r-----------------------------t-------------------------
WaterUnpavedRoadVehicleSpeed i 0 15
----------------------------- _----------------
tblConstruction Phase
---------- ---------------------------------------
NumDays r 2.00 133.00
----------------------------- _----------------
tblConstruction Phase
---------- --------------------------------------
NumDays r 200.00 315.00
----------------------------- _----------------
tblConstruction Phase
---------- ---------------------------------------
NumDays r 10.00 142.00
----------------------------- _------------------------------
tblFireplaces
r-----------------------------t--------------------------
FireplaceWood Mass i 1,019.20 0.00
--------------p-------------_----------------------------
tblFire laces
--------------------------------------
NumberGas r 187.00 220.00
-----------------------------
tblFireplaces
------------------------------ ---------------------------------------
N u mberNoFi replace r 22.00 0.00
--------------p-------------_-------------------
tblFire laces
------------t--------------------------
NumberWood r 11.00 0.00
-----------------------------
tblGrading
------------------------------ ---------------------------------------
AcresOfGrading r 66.50 1.70
-----------------------------
tblGrading
------------------------------ ---------------------------------------
Material Exported r 0.00 19,000.00
-----------------------------
tblLandUse
------------------------------ ---------------------------------------
LotAcreage } 2.99 0.00
-----------------------------
tblLandUse
------------------------------t------------------------------ --------------------------
LotAcreage 5.79 1.42
CaIEEMod Version: CaIEEMod.2016.3.2 Page 3 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
tblVehicleTrips
HO_TTP
40.60
40.00
-----------------------------
tblVehicleTrips
Y----------------------------
HS_TTP
---------------------------------T--------------------------
} 19.20
19.00
tblVehicleTrips
HW_TTP
} 40.20
41.00
tblVehicleTrips
ST_TR
} 6.39
4.81
tblVehicleTrips
ST_TR
} 42.04
29.38
tblVehicleTrips
SU_TR
} 5.86
4.81
tblVehicleTrips
SU_TR
} 20.43
29.38
tblVehicleTrips
WD_TR
} 6.65
4.81
tblVehicleTrips
WD_TR
} 44.32
29.38
tblWater
IndoorWaterUseRate
} 14,333,885.64
4,599,000.00
tblWater
IndoorWaterUseRate
} 988,868.16
1,533,000.00
tblWater
0utdoorWaterUseRate
} 9,036,580.08
1,533,000.00
tblWater
0utdoorWaterUseRate
} 606,080.49
0.00
tblWoodstoves
NumberCatalytic
} 11.00
0.00
tblWoodstoves
NumberNoncatalytic
} 11.00
0.00
tblWoodstoves
Wood stove DayYear
} 25.00
0.00
----------------------------
tblWoodstoves
------------------------------:------------------------------
WoodstoveWood Mass
999.60
--------------------------
0.00
2.0 Emissions Summary
CaIEEMod Version: CaIEEMod.2016.3.2 Page 4 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
2.1 Overall Construction (Maximum Daily Emission)
Unmitigated Construction
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Year
lb/day
lb/day
2020 •i 3.0184 23.2759 21.6161 0.0576 5.6994 1.1609 6.5368 3.0092 1.0841 3.7802 0.0000 i 5,651.760 5,651.760 0.6992 0.0000 5,664.978
i i � i i i �
5 i 5 i i 6
2021 •i 13.3626 i 20.1444 23.8704 i 0.0643 3.2288 0.8066 i 4.0354 0.8631 i 0.7811 1.6442 0.0000 i 6,302.741 6,302.741 i 0.5347 0.0000 6,316.108
'� i i i i i i i i • 5 i 5 i i i 4
-------------
2022 •i 10.6148 i 6.7995 9.1745 i 0.0149 � 0.4918 0.3484 i 0.5767 0.1304 i 0.3214 0.3599 0.0000 i 1,429.095 1,429.095 i 0.4139 0.0000 1,439.443
0 i 0 i 5
Maximum
13.3626
23.2759
23.8704
0.0643
5.6994
1.1609
6.5368
3.0092
1.0841
3.7802
0.0000
6,302.741
6,302.741
0.6992
0.0000
6,316.108
5
5
4
Mitigated Construction
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Year
lb/day
lb/day
2020 •i 3.0184 23.2759 21.6161 0.0576 5.6994 1.1609 6.5368 3.0092 1.0841 3.7802 0.0000 i 5,651.760 5,651.760 0.6992 0.0000 i 5,664.978
i i i i i
'� i i i i i i i 1 5 i 5 i i i 6
•
2021 •i 13.3626 i 20.1444 23.8704 i 0.0643 3.2288 0.8066 i 4.0354 0.8631 i 0.7811 1.6442 0.0000 i 6,302.741 6,302.741 i 0.5347 0.0000 i 6,316.108
'�
i i i i i i i i • 5 i 5 i i i 4
2022 10.6148 i 6.7995 9.1745 i 0.0149 0.4918 0.3484 i 0.5767 0.1304 i 0.3214 0.3599 0.0000 i 1,429.095 1,429.095 i 0.4139 0.0000 i 1,439.443
i i i i i i i i • 0 0 i 5
Maximum
13.3626
23.2759
23.8704
0.0643
5.6994
1.1609
6.5368
3.0092
1.0841
3.7802
0.0000
6,302.741
6,302.741
0.6992
0.0000
6,316.108
5
5
4
CaIEEMod Version: CaIEEMod.2016.3.2 Page 5 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
CaIEEMod Version: CaIEEMod.2016.3.2 Page 6 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
2.2 Overall Operational
Unmitigated Operational
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
lb/day
lb/day
Area •i 6.0677 3.8593 19.7581 0.0243 0.3956 0.3956 0.3956 0.3956 0.0000 i 4,691.580 4,691.580 0.1210 0.0854 4,720.058
i i i i �
6 i 6 i i i 9
Energy •i 0.0751 i 0.6419 � 0.2761 i 4.0900e- � � 0.0519 i 0.0519 � i 0.0519 0.0519 i 818.9335 818.9335 i 0.0157 0.0150 823.8000
003
Mobile •i 2.0421 i 8.0198 26.5085 i 0.1023 9.2926 0.0732 i 9.3658 2.4850 i 0.0681 2.5530 i 10,392.09 10,392.09 i 0.4165 10,402.50
54 54 i i71
Total
8.1849
12.5210
46.5427
0.1306
9.2926
0.5206
9.8132
2.4850
0.5155
3.0005
0.0000
15,902.60
15,902.60
0.5532
0.1004
15,946.36
96
96
60
Mitigated Operational
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
lb/day
lb/day
Area •i 6.0677 i 3.8593 19.7581 i 0.0243 0.3956 i 0.3956 0.3956 0.3956 0.0000 i 4,691.580 4,691.580 i 0.1210 0.0854 i 4,720.058
'� i i i i i i i i ■ 6 i 6 i i i 9
---- ----%i-------J------- J------- J------- J------- J------- J------- J------- J---------------+-------i------- J ------- J------- �-------*-------
Energy •i 0.0751 i 0.6419 � 0.2761 i 4.0900e- � � 0.0519 i 0.0519 � i 0.0519 � 0.0519 � i 818.9335 818.9335 i 0.0157 0.0150 i 823.8000
003 i i i i i ■ i i i
Mobile 2.0421 i 8.0198 26.5085 i 0.1023 9.2926 0.0732 i 9.3658 2.4850 i 0.0681 2.5530 � i 10,392.09 10,392.09 i 0.4165 10,402.50
■ 54 54 i 71
Total
8.1849
12.5210
46.5427
0.1306
9.2926
0.5206
9.8132
2.4850
0.5155
3.0005
0.0000
15,902.60
15,902.60
0.5532
0.1004
15,946.36
96
96
60
CaIEEMod Version: CaIEEMod.2016.3.2 Page 7 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 •Demolition !Demolition
!3/2/2020
13/27/2020
5
20
i
i
2 Site Preparation +Site Preparation
! 3/28/2020
i 9/30/2020
5
133
i
i
3 •Building Construction +Building Construction
!10/1/2020
:12/15/2021
5:
315:
i
i
4 :Paving +Paving
!2/16/2022
i3/1/2022
5
10:
+
I
i
5 -Architectural Coating :Architectural Coating
-8/2/2021
-2/15/2022
5,
142-
Acres of Grading (Site Preparation Phase): 1.7
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
Residential Indoor: 445,500; Residential Outdoor: 148,500; Non -Residential Indoor: 20,025; Non -Residential Outdoor: 6,675; Striped Parking
Area: 7,968 (Architectural Coating — sgft)
OffRoad Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 8 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor
Demolition
'Concrete/Industrial Saws ; 1 ; 8.001
81 :
0.73
--------------------------
- - - -------------------------
-----------
Demolition
'Rubber Tired Dozers ; 1 8.001
247,
0.40
---------------------------
-------------------------------------------------------i ------ - - - - ---------------
-----------
Demolition
+Tractors/Loaders/Backhoes ; 31 8.001
97,
0.37
--------------------------
�- - - - --------------------------
-----------
Site Preparation
'Graders ; 1 8.001
187,
0.41
---------------------------
�- - - - --------------------------
-----------
Site Preparation
'Rubber Tired Dozers ; 1 7.001
247,
0.40
�- - - - --------------------------
-----------
Site Preparation
+Tractors/Loaders/Backhoes ; 1 ? 8.001
97,
0.37
----------------------------
_ i
-------------------------------------------------------------------- --------------
-----------
Building Construction
'Cranes ; 1 6.001
231,
0.29
---------------------------
i i
- - --------------------------
Building Construction
'Forklifts ; 1 6.001
89,
0.20
_ __ i i
_
Building Construction
'Generator Sets ; 1 8.001
_
84,
0.74
�- - - - --------------------------
-----------
Building Construction
+Tractors/Loaders/Backhoes ; 1 6.001
97,
0.37
----------------------------
_ i
-------------------------------------------------------------------- --------------
-----------
Building Construction
'Welders ; 31 8.001
46,
0.45
1
�- - - -------------------
------------------
Architectural Coating
'Air Compressors ; 1 6.001
78,
0.48
----------------------------
-------------------------------------------------------i ------ - - - - ---------------
-----------
Paving
'Cement and Mortar Mixers ; 1 6.001
9.
0.56
----------------------------
i i
---------------------------------------------------------------------------------
Paving
+Pavers ; 1 6.001
130,
0.42
---------------------------
�- - - - --------------------------
-----------
Paving
'Paving Equipment ; 1 8.001
132,
0.36
�- - - - --------------------------
-----------
Paving
'Rollers ; 1 7.001
80,
0.38
Paving
•Tractors/Loaders/Backhoes 1 8.00,
97,
0.37
Trips and VMT
Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip Worker Vehicle Vendor Hauling
Count I Number I Number I Number I Length Length Length Class Vehicle Class Vehicle Class
Demolition A
5;
13.00;
0.00:
167.00;
14.70;
6.90;
20.00:LD_Mix
HDT_Mix IHHDT
------------
Site Preparation
- --------------
3;
----- --�
- i----------
8.00:
i -
0.00:
--------i
,
2,375.00:
---------- �- ---------------------------------
14.70:
6.90,
20.00;LD_Mix
----------'--------
� IHHDT
iHDT_Mix
---------------- °
�-
Building Construction
-------------;-----------------
7;
--�
- i------------
218.00-
47.00i
--------i
,----------�-
0.00�
---------
14.70;
---------------
6.90;
20.00;LD_Mix
----------'--------
1HDT_MixIHHDT
�-
-------- - - - - -- °
Architectural Coating
-------------;
1;
i------------
44.00-
0.00:
--------i
,----------�-
0.00:
-------------------=-------------
14.70;
6.90;
20.00;LD_Mix
----------'-- - - - - --
iHDT_Mix IHHDT
---- '
Paving
5.
13.00,
0.00,
0.00,
14.70,
6.90,
20.00,LD_Mix
HDT_Mix HHDT
CaIEEMod Version: CaIEEMod.2016.3.2 Page 9 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
3.2 Demolition - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
I I I I I 1 I 1 1 I I
Fugitive Dust •1 I I I 1 1.8063 I 0.0000 I 1.8063 I 0.2735 1 0.0000 0.2735 0.0000 1 I i 0.0000
1 1 I
........... 1------- J------- J------- J------- J-------J-------J------- J------- J----------------------- 1-------J-------J-------J-------T .......
I I I I 1 I I I 1 I I
Off -Road •1 2.1262 I 20.9463 I 14.6573 I 0.0241 I I 1.1525 I 1.1525 I I 1.0761 1.0761 � 1 2,322.312 12,322.312 I 0.5970 I i 2,337.236
7 I 7 I I I 3
Total
2.1262
20.9463
14.6573
0.0241
1.8063
1.1525
2.9588
0.2735
1.0761
1.3496
2,322.312
2,322.312
0.5970
2,337.236
7
7
1
3
CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.2 Demolition - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
Category
lb/day
lb/day
Hauling •i 0.0631 i 2.2960 i 0.5801 6.3900e- i 0.1454 7.4300e- 0.1528 i 0.0398 7.1100e- 0.0469 712.3033 712.3033 0.0738 i i 714.1492
003 003 003 i
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0500 i 0.0315 i 0.4255 1.4200e- i 0.1453 9.6000e- 0.1463 i 0.0385 8.8000e- 0.0394 i 141.7057 141.7057 3.2300e- i i 141.7864
003 004 004 003 i
Total
0.1130
2.3275
1.0057
7.8100e-
0.2907
8.3900e-
0.2991
0.0783
7.9900e-
0.0863
854.0090
854.0090
0.0771
855.9357
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Fugitive Dust •1 1.8063 0.0000 1.8063 i 0.2735 0.0000 0.2735 0.0000 0.0000
Off -Road •i 2.1262 i 20.9463 i 14.6573 0.0241 1.1525 1.1525 1.0761 1.0761 0.0000 i 2,322.312 2,322.312 0.5970 i i 2,337.236
i i i
7 7 i 3
Total
2.1262
20.9463
14.6573
0.0241
1.8063
1.1525
2.9588
0.2735
1.0761
1.3496
0.0000
2,322.312
2,322.312
0.5970
2,337.236
7
7
3
CaIEEMod Version: CaIEEMod.2016.3.2 Page 11 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.2 Demolition - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0631 i 2.2960 i 0.5801 6.3900e- i 0.1454 7.4300e- 0.1528 i 0.0398 7.1100e- 0.0469 i 712.3033 712.3033 0.0738 714.1492
003 003 003
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0500 i 0.0315 i 0.4255 1.4200e- i 0.1453 9.6000e- 0.1463 i 0.0385 8.8000e- 0.0394 i 141.7057 141.7057 3.2300e- i i 141.7864
003 004 004 003 i
Total
0.1130
2.3275
1.0057
7.8100e-
0.2907
8.3900e-
0.2991
0.0783
7.9900e-
0.0863
854.0090
854.0090
0.0771
855.9357
003
003
003
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Fugitive Dust •1 5.2990 0.0000 5.2990 i 2.9004 0.0000 2.9004 0.0000 0.0000
Off -Road •i 1.6299 i 18.3464 i 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 i 1,667.4119 : 1,667.4119 1 0.5393 i i 1,680.893
'� i i i i i i i i • i i i i 7
Total
1.6299
18.3464
7.7093
0.0172
5.2990
0.8210
6.1200
2.9004
0.7553
3.6556
1,667.411
0.5393
1,680.893
9
17667.4111
9
1
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 12 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.3 Site Preparation - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.1348 4.9102 1.2407 0.0137 0.3109 0.0159 0.3268 0.0851 0.0152 0.1003 1,523.317 1,523.317 0.1579 i 1,527.265
i i � i i � � i
7 i 7 i i i 3
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0307 0.0194 0.2619 8.7000e- 0.0894 5.9000e- 0.0900 0.0237 5.4000e- 0.0243 87.2035 87.2035 1.9900e- i 87.2532
i i i i i
004 004 004 003 i
Total
0.1656
4.9295
1.5025
0.0145
0.4003
0.0165
0.4168
0.1088
0.0158
1,610.521
0.1599
1,614.518
[77T1,610.521
2
2
4
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Fugitive Dust •i i i i i 5.2990 0.0000 5.2990 i 2.9004 i 0.0000 2.9004 0.0000 0.0000
Off -Road •i 1.6299 i 18.3464 i 7.7093 0.0172 0.8210 0.8210 0.7553 0.7553 0.0000 i 1,667.4119 : 1,667.4119 1 0.5393 i i 1,680.893
7
Total
1.6299
18.3464
7.7093
0.0172
5.2990
0.8210
6.1200
2.9004
0.7553
3.6556
0.0000
1,667.411
1,667.411
0.5393
1,680.893
9
9
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 13 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.3 Site Preparation - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.1348 4.9102 1.2407 0.0137 0.3109 0.0159 0.3268 0.0851 0.0152 0.1003 i 1,523.317 1,523.317 0.1579 i 1,527.265
i i � i i � � � i
7 i 7 i i i 3
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0307 0.0194 0.2619 8.7000e- 0.0894 5.9000e- 0.0900 0.0237 5.4000e- 0.0243 87.2035 87.2035 1.9900e- i 87.2532
i i i i i
004 004 004 003 i
Total
0.1656
4.9295
1.5025
0.0145
0.4003
0.0165
0.4168
0.1088
0.0158
1,610.521
0.1599
1,614.518
[77T1,610.521
2
2
4
3.4 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 2.0305 i 14.7882 13.1881 0.0220 0.7960 0.7960 i i 0.7688 0.7688 2,001.159 2,001.159 0.3715 i i 2,010.446
5 i 5 i i i 7
Total
2.0305
14.7882
13.1881
0.0220
0.7960
0.7960
0.7688
0.7688
2,001.159
2,001.159
0.37
2,010.446
5
5
7
1
CaIEEMod Version: CaIEEMod.2016.3.2 Page 14 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.4 Building Construction - 2020
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Vendor •i 0.1501 i 4.8964 i 1.2923 0.0117 i 0.3003 0.0256 0.3259 i 0.0864 0.0244 0.1109 57274.306 1,274.306 0.1031 i i 1,276.882
0 i 0 i i i 6
Worker •i 0.8378 i 0.5278 i 7.1357 0.0238 i 2.4367 0.0161 2.4528 i 0.6462 0.0148 0.6611 i 2,376.295 2,376.295 0.0542 i i 2,377.649
3
Total
0.9879
5.4241
8.4281
0.0355
2.7370
0.0417
2.7787
0.7327
0.0393
0.7719
3,650.601
3,650.601
0.1572
1
1
1
17,654.531
9
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 2.0305 i 14.7882 13.1881 0.0220 0.7960 0.7960 i i 0.7688 0.7688 0.0000 i 2,001.159 2,001.159 0.3715 i i 2,010.446
5 i 5 i i i 7
Total
2.0305
14.7882
13.1881
0.0220
0.7960
0.7960
0.7688
0.7688
0.0000
2,001.159
2,001.159
0.37
2,010.446
5
5
7
1
CaIEEMod Version: CaIEEMod.2016.3.2 Page 15 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.4 Building Construction - 2020
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Vendor •i 0.1501 i 4.8964 i 1.2923 0.0117 i 0.3003 0.0256 0.3259 i 0.0864 0.0244 0.1109 i 1,274.306 1,274.306 0.1031 i i 1,276.882
0 i 0 i i i 6
Worker •i 0.8378 i 0.5278 i 7.1357 0.0238 i 2.4367 0.0161 2.4528 i 0.6462 0.0148 0.6611 i 2,376.295 2,376.295 0.0542 i i 2,377.649
3
Total
0.9879
5.4241
8.4281
0.0355
2.7370
0.0417
2.7787
0.7327
0.0393
3,650.601
0.1572
[77T3,650.601
1
1
j
17,654.531
9
3.4 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 1.8125 i 13.6361 i 12.8994 0.0221 0.6843 0.6843 0.6608 0.6608 2,001.220 2,001.220 0.3573 i i 2,010.151
0 i 0 i 7
Total
1.8125
13.6361
12.8994
0.0221
0.6843
0.6843
0.6608
0.6608
2,001.220
2,001.220
0.3573
2,010.151
0
0
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 16 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.4 Building Construction - 2021
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.1254 i 4.4093 i 1.1958 0.0116 i 0.3003 9.1600e- 0.3095 i 0.0864 8.7600e- 0.0952 i 1,263.324 1,263.324 0.0991 i i 1,265.801
003 003 8 8 i 3
Worker •i 0.7868 i 0.4761 i 6.6213 0.0230 i 2.4367 0.0158 2.4525 i 0.6462 0.0145 0.6608 i 2,293.783 2,293.783 0.0491 i i2,295.0113
3 i 3 i i 1
Total
0.9123
4.8854
7.8171
0.0346
2.7370
0.0249
2.7620
0.7326
0.0233
0.1482
560.812
F77T3,557.108
0
17,557.1108
0
6
F
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 1.8125 i 13.6361 i 12.8994 0.0221 i i 0.6843 0.6843 0.6608 0.6608 0.0000 i 2,001.220 2,001.220 0.3573 i i 2,010.151
0 i 0 i 7
Total
1.8125
13.6361
12.8994
0.0221
0.6843
0.6843
0.6608
0.6608
0.0000
2,001.220
2,001.220
0.3573
2,010.151
0
0
7
CaIEEMod Version: CaIEEMod.2016.3.2 Page 17 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.4 Building Construction - 2021
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Total
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.1254 i 4.4093 i 1.1958 � 0.0116 i 0.3003 � 9.1600e- � 0.3095 i 0.0864 � 8.7600e- 0.0952 � i 1,263.324 � 1,263.324 � 0.0991 i i 1,265.801
'� 003 003 8 8 i 3
Worker •i 0.7868 i 0.4761 i 6.6213 0.0230 i 2.4367 0.0158 2.4525 i 0.6462 0.0145 0.6608 i 2,293.783 2,293.783 0.0491 i i2,295.0113
3 i 3
Total
0.9123
4.8854
7.8171
0.0346
2.7370
0.0249
2.7620
0.7326
0.0233
0.7559
3,557.108
3,557.108
0.1482
3,560.812
0
0
6
3.5 Paving - 2022
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 0.6877 i 6.7738 i 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378 1,297.378 0.4113 i i 1,307.660
9 i 9 i i i 8
Paving •i 0.0000 i i i 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 i i 0.0000
Total
0.6877
6.7738
8.8060
0.0135
0.3474
0.3474
0.3205
0.3205
1,297.378
1,297.378
0.4113
1,3n660
j
j
j
j
9
9
j
CaIEEMod Version: CaIEEMod.2016.3.2 Page 18 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.5 Paving - 2022
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0443 i 0.0257 i 0.3685 � 1.3200e- i 0.1453 � 9.2000e- � 0.1462 i 0.0385 � 8.5000e- 0.0394 � i 131.7162 � 131.7162 � 2.6600e- i i 131.7827
003 004 004 003 i
Total
0.0443
0.0257
0.3685
1.3200e-
0.1453
9.2000e-
0.1462
0.0385
8.5000e-
0.0394
131.7162
131.7162
2.6600e-
003
004
004
003
F31.7827
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Off -Road •i 0.6877 i 6.7738 i 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 i 1,297.378 1,297.378 0.4113 i i 1,307.660
'� i i i i i i i i • 9 i 9 i i i 8
Paving •i 0.0000.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total
0.6877
6.7738
8.8060
0.0135
0.3474
0.3474
0.3205
1,297.378
1,297.378
0.4113
1,307.660
j
j
j
j
[777000
9
9
j
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 19 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.5 Paving - 2022
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0443 i 0.0257 i 0.3685 1.3200e- i 0.1453 9.2000e- 0.1462 i 0.0385 8.5000e- 0.0394 131.7162 � 131.7162 2.6600e- i i 131.7827
003 004 004 003 i
Total
0.0443
0.0257
0.3685
1.3200e-
0.1453
9.2000e-
0.1462
0.0385
8.5000e-
0.0394
131.7162
131.7162
2.6600e-
131.7827
003
004
004
003
3.6 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 281.4481 281.4481 0.0193 i i 281.9309
003
Total
10.4790
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
281.4481
281.4481
0.0193
281.9309
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 20 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.6 Architectural Coating - 2021
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1588 i 0.0961 i 1.3364 � 4.6400e- i 0.4918 � 3.1800e- � 0.4950 i 0.1304 � 2.9300e- 0.1334 � i 462.9654 � 462.9654 � 9.9100e- i i 463.2133
003 003 003 003 i
Total
0.1588
0.0961
1.3364
4.6400e-
0.4918
3.1800e-
0.4950
0.1304
2.9300e-
0.1334
462.9654
462.9654
9.9100e-
463.2133
003
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309
003
Total
10.4790
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
0.0000
281.4481
281.4481
0.0193
281.9309
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 21 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.6 Architectural Coating - 2021
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1588 i 0.0961 i 1.3364 � 4.6400e- i 0.4918 � 3.1800e- � 0.4950 i 0.1304 � 2.9300e- 0.1334 � i 462.9654 � 462.9654 � 9.9100e- i i 463.2133
003 003 003 003 i
Total
0.1588
0.0961
1.3364
4.6400e-
0.4918
3.1800e-
0.4950
0.1304
2.9300e-
0.1334
462.9654
462.9654
9.9100e-
463.2133
003
003
003
003
3.6 Architectural Coating - 2022
Unmitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2045 i 1.4085 i 1.8136 2.9700e- 0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 i i 281.9062
003
Total
10.4647r85
1.8136
2.9700e-
0.0817
0.0817
0.0817
0.0817
281.4481
281.4481
0.0183
281.9062
11
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 22 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.6 Architectural Coating - 2022
Unmitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1501 i 0.0871 i 1.2473 4.4700e- i 0.4918 � 3.1200e- 0.4949 i 0.1304 2.8700e- 0.1333 445.8085 445.8085 9.000Oe- i i 446.0336
003 003 003 003 i
Total
0.1501
0.0871
1.2473
4.4700e-
0.4918
3.1200e-
0.4949
0.1304
2.8700e-
0.1333
445.8085
445.8085
9.000 e-
446.0336
003
003
003
003
Mitigated Construction On -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Archit. Coating •1 10.2601 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2045 i 1.4085 i 1.8136 2.9700e- 0.0817 0.0817 0.0817 0.0817 0.0000 i 281.4481 281.4481 0.0183 i i 281.9062
003
Total
10.4647r85
1.8136
2.9700e-
0.0817
0.0817
0.0817
0.0817
0.0000
281.4481
281.4481
0.0183
281.9062
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 23 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
3.6 Architectural Coating - 2022
Mitigated Construction Off -Site
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
lb/day
lb/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
�
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.1501 i 0.0871 i 1.2473 4.4700e- i 0.4918 � 3.1200e- 0.4949 i 0.1304 2.8700e- 0.1333 445.8085 445.8085 9.000Oe- i i 446.0336
003 003 003 003 i
Total
0.1501
0.0871
1.2473
4.4700e-
0.4918
3.1200e-
0.4949
0.1304
2.8700e-
0.1333
445.8085
445.8085
9.000 e-
446.0336
003
003
003
003
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
CaIEEMod Version: CaIEEMod.2016.3.2 Page 24 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
ROG
NOx
I CO
I S02
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
Category
lb/day
lb/day
Mitigated •i 2.0421 8.0198 26.5085 0.1023 9.2926 0.0732
9.3658
2.4850
0.0681 2.5530
10,392.09 10,392.09 0.4165
i 10,402.50
i i i i
i
i
� � i
54 54
71
-------------i i i
i
Unmitigated
2.0421 8.0198 26.5085 0.1023 9.2926 0.0732
9.3658
2.4850
0.0681 2.5530
10,392.09 • 10,392.09 • 0.4165
10,402.50
54 54
71
4.2 Trip Summary Information
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Apartments Mid Rise ; 1,058.20 ; 1,058.20 1058.20 3,634,353 3,634,353
....... ...............................------------------------------- -----------------------:--------------------------
Enclosed Parking with Elevator ; 0.00 ; 0.00 0.00
••••••••••••••Strip•Mall•••••••••••••••+------------- ;------------------------------------------------------------------------
746392.22 ,242
Total 1,450.42
1,450.42
1,450.42
4,380,595
4,380,595
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use
H-W or C-W
H-S or C-C
H-O or C-NW
H-W or C-W
H-S or C-C
H-O or C-NW
Primary
Diverted
Pass -by
Apartments Mid Rise
14.70
5.90
8.70
41.00
19.00
40.00
86
11
3
• • • • • • • • • • • • • • • • • • • • • • ••
Enclosed Parking with Elevator ;
- - - - - - - - - - -t
16.60
- - - - - - - - - -r
8.40
- - - - - - - - - -
6.90
�- - - - - - - - -
0.00
-- - - - - - - - - r
1 0.00
1
- - - - - - - - - -
0.00
- - - - - - - - -
0
- - - - - - - -
0
- - - - - - - - - - - - - - - -
0
Strip Mall 16.60 8.40
6.90
16.60
64.40
19.00
45
40
15
4.4 Fleet Mix
CalEEMod Version: CaIEEMod.2016.3.2 Page 25 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Apartments Mid Rise
0.561378+
0.043284 ;
0.209473 ;
0.11182E;
0.015545 ;
0.005795 ;
0.025829 ;
0.017125 ;
0.001747 ;
0.001542 ;
0.004926 ;
0.0005941
0.00093z
r
Enclosed Parking with Elevator
0.5613781
0.0432841
0.2094731
0.11182E-
0.015545i
0.0057951
0.0258291
0.0171251
0.0017471
0.0015421
0.0049261
0.000594.
0.00093Z
r
Strip Mall
0.561378.
0.043284,
0.209473,
0.11182E
0.015545-
0.005795,
0.025829,
0.017125,
0.001747,
0.001542,
0.004926,
0.000594,
0.00093Z
5.0 Energy Detail
Historical Energy Use: N
5.1 Mitigation Measures Energy
ROG
NOx
I CO
I S02
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
I CO2e
Category
lb/day
lb/day
NaturalGas •i 0.0751 0.6419 i 0.2761 4.0900e-
i i 0.0519
0.0519
0.0519 0.0519
818.9335 1 818.9335 1 0.0157
i 0.0150 823.8000
Mitigated ;i 003
i
NaturalGas
0.0751 0.6419 0.2761 4.0900e-
- 0.0519
0.0519
0.0519 0.0519
818.9335 818.9335 0.0157
- 0.0150 823.8000
Unmitigated
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 26 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGa
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Total
I
I
Land Use
kBTU/yr
lb/day
lb/day
Apartments Mid
I I I I I I I I I I I
� 6887.78 •I 0.0743 I 0.6348 I 0.2701 I 4.0500e- I I 0.0513 I 0.0513 I I 0.0513 0.0513 810.3275 1810.3275 I 0.0155 I 0.0149 815.1429
Rise
'I 003 I
Enclosed Parking
I I I I I I I I 1 • I I I I
I I I I I I I I I- I I I
� 0 •I 0.0000 I 0.0000 I 0.0000 I 0.0000 I I 0.0000 I 0.0000 I I 0.0000 0.0000 • I 0.0000 I 0.0000 I 0.0000 I 0.0000 i 0.0000
with Elevator
I 'I
'I I
Strip Mall
I I I I I I I I • I I I
t------�1-------I I I I I I I 1 +- I I I I *-...---
73.1507 I 7.9000e- 17.1700e- 16.0200e- 14.000Oe- I 15.5000e- 15.5000e- I 15.5000e- 5.5000e- I 8.6060 I 8.6060 I 1.6000e- I 1.6000e- i 8.6571
I
I 'I 004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 ; I I I 004 004
I 'I I I I I I I I 1 • I I I i
Total
0.0751
0.6419
0.2761
4.0900e-
0.0519
0.0519
0.0519
0.0777-F
818.9335
818.9335
0.0157
0.0150
823.8000
003
Mitigated
NaturalGa
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
IPM2.5Total
Land Use
kBTU/yr
lb/day
lb/day
Apartments Mid
I I I I I I I I I I I
� 6.88778 •I 0.0743 I 0.6348 I 0.2701 14.O500e- I I 0.0513 I 0.0513 I I 0.0513 0.0513 � I 810.3275 1810.3275 I 0.0155 I 0.0149 i 815.1429
Rise
003
__�I_ *
Enclosed Parking
I I I I I I I I I I I I
0 �I 0.0000 I 0.0000 I 0.0000 I 0.0000 I I 0.0000 I 0.0000 I I 0.0000 0.0000 I 0.0000 I 0.0000 I 0.0000 I 0.0000 i 0.0000
with Elevator
I
I I I I I I I 1 I I I I
Strip Mall
0.0731507:1 7.9000e- 17.1700e- 16.0200e- 14.000Oe- I 15.5000e- 15.5000e- I 15.5000e- 5.5000e- I 8.6060 I 8.6060 I 1.6000e- I 1.6000e- i 8.6571
004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 004 004
Total
0.0751
0.6419
0.2761
4.0900e-
0.0519
0.0519
0.0519
0.0519
1
818.9335
818.9335
0.0157
0.0150
823.8000
1
003
6.0 Area Detail
CaIEEMod Version: CaIEEMod.2016.3.2 Page 27 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
6.1 Mitigation Measures Area
ROG
NOx
I CO
I S02
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
I CO2e
Category
lb/day
lb/day
Mitigated •i 6.0677
i 3.8593 i 19.7581 0.0243 i i 0.3956
i 0.3956
0.3956 0.3956
0.0000 i 4,691.580 i 4,691.580 i 0.1210 i 0.0854
4,720.058
g i g
9
Unmitigated •• 6.0677
3.8593 19.7581 0.0243 0.3956
0.3956
0.3956 0.3956
0.0000 4,691.580 • 4,691.580 - 0.1210 • 0.0854
• 4,720.058
6 6
9
CaIEEMod Version: CaIEEMod.2016.3.2 Page 28 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
6.2 Area by SubCategory
Unmitigated
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
lb/day
lb/day
Architectural •i 0.4212 i � i i � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Coating
Consumer •i 4.6674 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 0.4271 i 3.6494 1.5529 i 0.0233 0.2951 i 0.2951 0.2951 0.2951 0.0000 i 4,658.823 4,658.823 i 0.0893 0.0854 4,686.508
5 i 5 i i i 6
�i--------------�-------�-------�-------------- -------- ----------- - - - --- - - - -+ i----------------------- - - - - -*
Landscaping •i 0.5521 i 0.2099 18.2051 i 9.6000e- i 0.1005 i 0.1005 i 0.1005 0.1005 i 32.7571 32.7571 i 0.0317 33.5503
004
Total
6.0677
3.8593
19.7581
0.0243
0.3956
0.3956
0.3956
4,691.580
4,691.580
0.1210
0.0854
4,720.058
F-737000
6
6
9
CaIEEMod Version: CaIEEMod.2016.3.2 Page 29 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
6.2 Area by SubCategory
Mitigated
ROG
NOx
CO
S02
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
lb/day
lb/day
Architectural •i 0.4212 i � i i � 0.0000 i 0.0000 0.0000 0.0000 i � 0.0000 0.0000
�
Coating
Consumer •i 4.6674 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 0.4271 i 3.6494 1.5529 i 0.0233 0.2951 i 0.2951 0.2951 0.2951 0.0000 i 4,658.823 4,658.823 i 0.0893 0.0854 4,686.508
5 i 5 i i i 6
�i--------------�-------�-------�-------------- -------- ---------- - - - - -- - - - -+ i----------------------- - - - - -*
Landscaping •i 0.5521 i 0.2099 18.2051 i 9.6000e- i 0.1005 i 0.1005 i 0.1005 0.1005 i 32.7571 32.7571 i 0.0317 33.5503
004
Total
6.0677
3.8593
19.7581
0.0243
0.3956
0.3956
0.3956
4,691.580
4,691.580
0.1210
0.0854
4,720.058
F-737000
6
6
9
7.0 Water Detail
7.1 Mitigation Measures Water
8.0 Waste Detail
8.1 Mitigation Measures Waste
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 30 of 30 Date: 11/15/2019 11:11 AM
4TH & Main Mixed -Use Project - Orange County, Summer
Fire Pumos and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
11.0 Vegetation
Good evening Mayor and City Council
This is the historic 1931 Orange County Title Company building. The Orange
County Title Company became what is today the iconic Santa Ana based First
American Company.
It is understood by most that the beautiful and artful "Zigzag Moderne Art
Deco" style of the facade remains behind the metal cladding which was applied
sometime around the 1960's.
The Art Deco face, or fayade, was not removed as it is incorporated into the
structure — the beauty is one with the structure.
It will be said that (3) historic groups have agreed to a plan which "might"
preserve a portion of the facades. I say "might" because the agreement includes
the term "if feasible." And it is left largely up to the developer's discretion to
determine feasibility. This developer, in the reports before you, has disparaged
both this fine historic structure AND Santa Ana's First American Company as
NOT historically significant. I don't think that Mr. Parker Kennedy of First
American would agree to that insulting description of his company — which
featured prominently in our City's recent 15Wh Anniversary Celebration.
The developer does not have a good reputation for historic preservation. There
are several articles online which describe the terrible shape they have left
historic properties. Here is one excerpt: In Philadelphia, obliterating a beloved old building
isn't necessarily a barrier to celebrating it. The expensive new townhouses that replaced the original Please
Touch Museum, which occupied a handsome, early 20th-century carpet factory, can't boast much in the
way of design, but they do have a shiny nameplate that declares, "Museum Estates at the former Please
Touch Museum."
Please delay the implementation of the approvals for this development. I
believe the entire historic and beautiful 1930's Art Deco Orange County Title
Company building can be made a shining jewel of this development and Historic
Downtown Santa Ana.
Thank you,
Mike Tardif
Santa Ana
Good evening Mayor and City Council
This development would include the historic 1931 Orange County Title Company building. The
Orange County Title Company became what is today the iconic Santa Ana based First American
Company.
It is understood by most that the beautiful "Art Deco" style of the facade remains behind the
metal cladding. The Art Deco facade was not removed as it is incorporated into the structure.
The art, history & culture are one with the structure.
The Art Deco style had an important impact on architecture and design worldwide in the 1920s,
1930s and 1940's. In Mexico City many of the city's highly recognized Art Deco structures were
severely damaged during the 2017 earthquake. There is an effort underway to return these
buildings to their original glory - much of which had been chipped away by insensitive updates
over the decades even before the earthquake struck. Architects and planners are scouring
historic photographs and records to rebuild them. It would be a shame to lose one of Historic
Downtown Santa Ana's few Art Deco treasures to an Irvine style development, while other
major cities proceed to rebuild and preserve that same art, history and culture.
It will be said that historic groups have agreed to a plan which "might" preserve only a portion
of the building and facades. I say "might" because the agreement includes the term "if feasible,"
And it is left largely up to the developer's discretion to determine feasibility. The developer, in
the reports before you, has disparaged both this fine historic structure AND Santa Ana's First
American Company as NOT historically significant. The architectural rendering presented with
this partial facade plan is not complimentary to either the art of the original structure — or to the
Irvine style development. I don't believe that this developer has any intention of finding
preservation of 2 partial facades as "feasible."
Bottom line — if this development is approved as it is presented to you tonight — the developer is
guaranteed his Irvine style development and the art, history and culture of Historic Downtown
Santa Ana (and Orange County) are guaranteed only a shiny nameplate which declares that
something wonderful once stood here.
Please delay the implementation of the approvals for this development for further investigation
and discussions which, I believe, should lead to making the entire historic and beautiful 1930's
Art Deco Orange County Title Company building a shining jewel of this development and Historic
Downtown Santa Ana.
Thank you,
Mike Tardif
Santa Ana
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