HomeMy WebLinkAbout12-16-2015 Board Meeting Agenda Packet Part 2 Addendum to Orange County Sanitation District
Final Environmental Impact Report
State Clearinghouse # 1997101065
Gisler-Red Hill System Improvements, Reach B
Orange County, California
March 18, 2015
Prepared for:
t."�_�
Orange County Sanitation District
10844 Ellis Avenue
Fountain Valley, CA 92708
714-962-2411
Contact: Hardat Khublall, P.E., PMP, CCM
CIP Project Manager
h khu bla I I(a),ocsd.com
Prepared by:
N
Tetra Tech
17885 Von Kerman Avenue, Suite 500
Irvine, CA 92614
949-809-5000
Contact: Tom Epperson, P.E., Project Manager, tom.epperson(c),tetratech.com
Emilie Johnson, AICP, Environmental Task Manager,
emilie.iohnson(a)tetratech.com
Gisler-Red Hill System Improvements,Reach B Table of Contents
TABLE OF CONTENTS
ACRONYMS AND ABBREVIATIONS ..................................................................................III
1.0 INTRODUCTION......................................................................................................1-1
1.1 Purpose and Background................................................................................1-1
1.2 Summary of Findings ......................................................................................1-2
1.3 Lead Agency, Applicant and Consultant .........................................................1-3
1.4 Documents Incorporated by Reference...........................................................1-3
1.5 Discretionary Approvals and Environmental Permits......................................1-3
2.0 PROJECT DESCRIPTION.......................................................................................2-1
2.1 Project Location and Description.....................................................................2-1
3.0 ENVIRONMENTAL DETERMINATION, THRESHOLDS AND DISCUSSION........3.1
3.1 Environmental Thresholds and Discussion.....................................................3-2
3.1.1 Aesthetics...........................................................................................3-2
3.1.2 Agriculture and Forestry Resources...................................................3-3
3.1.3 Air Quality...........................................................................................3-4
3.1.4 Biological Resources..........................................................................3-7
3.1.5 Cultural Resources...........................................................................3-10
3.1.6 Geology and Soils............................................................................3-12
3.1.7 Greenhouse Gas Emissions ............................................................3-14
3.1.8 Hazards and Hazardous Materials...................................................3-16
3.1.9 Hydrology/Water Quality..................................................................3-17
3.1.10 Land Use and Planning....................................................................3-19
3.1.11 Mineral Resources...........................................................................3-21
3.1.12 Noise................................................................................................3-21
3.1.13 Population and Housing...................................................................3-24
3.1.14 Public Services.................................................................................3-25
3.1.15 Recreation........................................................................................3-27
3.1.16 TransportationfTraffic.......................................................................3-27
3.1.17 Utilities and Service Systems...........................................................3-30
3.1.18 Mandatory Findings of Significance.................................................3-31
4.0 MITIGATION MEASURES.......................................................................................4-1
5.0 REFERENCES.........................................................................................................5-1
6.0 LIST OF PREPARERS............................................................................................6-1
Page
Gisle Rod Hill System Improvements,Reach B Table or Contents
List of Tables
Table 1. Construction Greenhouse Gas Emissions .........................................................3-16
Table 2. Typical Construction Equipment Noise Levels...................................................3-23
List of Figures
Figure 1: Vicinity Map
Figure 2: Project Location Map
Figure 3: Gisler-Red Hill System Improvements, Reach B
Figure 4: Gisler-Red Hill System Improvements, Reach B—Warner Ave. to Edinger Ave.
Figure 5: Proposed Improvements at Red Hill-Mitchell and Newport-Mitchell Intersections
Appendices
Appendix A Air Quality and Greenhouse Gas Technical Report
Appendix B Biological Resources Letter Report
Page ii
Gisle Rod Hill System Improvements,Reach B Acronyms and Abbreviations
ACRONYMS AND ABBREVIATIONS
AB Assembly Bill
ARB Air Resources Board
BMPs Best Management Practices
CARB California Air Resources Board
CCR California Code of Regulations
CEQA California Environmental Quality Act
CIPP Cured-in-place pipe
CH, Methane
CO, Carbon Dioxide
dBA A-weighted decibels
District Orange County Sanitation District
EIR Environmental Impact Report
EO Executive Order
EPA Environmental Protection Agency
FEMA Federal Emergency Management Agency
GHG Greenhouse Gases
GWR Groundwater Replenishment System
H,S Hydrogen Sulfide Gas
HFCs Hydrofluorocarbons
IS Initial Study
IS/Addendum Initial Study/Addendum
Lae Day/night average sound level
Leq Equivalent Noise Level
MCAS Marine Corps Air Station
MWD Metropolitan Water District
NOx Oxides of Nitrogen
Nz0 Nitrous Oxide
NPDES National Pollutant Discharge Elimination System
03 Ozone
OCFCD Orange County Flood Control District
OCWD Orange County Water District
OCSD Orange County Sanitation District
OPR Office of Planning and Research
PFCs Perfluorocarbons
PM Particulate Matter
PRC Public Resources Code
SB Senate Bill
SCAB South Coast Air Basin
SCAQMD South Coast Air Quality Management District
SCCIC South Central Coastal Information Center
SF, Sulfur Hexafluoride
sox Sulfur Oxides
SWPPP Stormwater Pollution Prevention Plan
SWRCB State Water Resources Control Board
N Page iii
Gisle Rod Hill System Improvements,Reach B Acronyms and AbbmWations
UBC Uniform Building Code
USEPA US Environmental Protection Agency
USGS U.S. Geological Survey
VCP Vitrified Clay Pipe
N Page iv
Gisle Rod Hill System Improvements,Reach B In"duction
1.0 INTRODUCTION
1.1 PURPOSE AND BACKGROUND
This Initial Study/Addendum (IS/Addendum) has been prepared in conformance with the
California Environmental Quality Act(CEQA) Statutes (PRC Section 21000 at. seq.)and CEQA
Guidelines Section 15164 to address the environmental effects of the Gisler-Red Hill System
Improvements Project, Reach B. In 1999, the Orange County Sanitation District(OCSD or
District) prepared and certified a Strategic Plan Environmental Impact Report(EIR)that
assessed the potential impacts of a new Strategic Plan. The Strategic Plan identified projects
needed to accommodate projected population growth in OCSD's service area and to comply
with changing future regulations that affect treatment facilities and effluent quality. OCSD is
responsible for safely collecting, treating and disposing of the wastewater generated by 2.5
million people living in a 479 square-mile area of central and northwest Orange County. Gisler-
Red Hill is one of twelve trunk sewer systems in OCSD's collection system. OCSD's 1999
Strategic Plan identified the Gisler-Red Hill Sewer System Project, Reach B as needing
improvements based on capacity deficiencies as well as age. Improvements to the Gisler-Red
Hill Sewer System were originally anticipated to occur between 2000 and 2005.
The 1999 Strategic Plan and EIR addressed nearly 47 miles of pipeline replacements
(separated into 32 individual projects, of which Gisler-Red Hill Reach B is one), planned almost
exclusively within developed city streets, using open trench and jack-and-bore construction.
There were 19 manhole rehabilitation projects also analyzed in the EIR. These 32 OCSD
pipeline replacement projects and 19 manhole rehabilitation projects constitute the group of
Collection System Projects analyzed in the Final EIR. For the most part, environmental impacts
were addressed collectively and mitigation provided for the Collection System Projects as a
whole, with impact assessments provided by individual projects as needed and appropriate.
Most of the impacts identified in the EIR were to result from construction activities. These were
considered temporary impacts that could be mitigated to less than significant levels with
mitigation measures as identified in the EIR.
Improvements to the Gisler-Red Hill sewer system were addressed in the 1999 Strategic Plan
EIR at a project level (versus the program level, as many of the 1999 EIR projects planned for
later years were addressed). The current project disturbance footprint for the Gisler-Red Hill
Reach B Project exceeds the area analyzed in the 1999 EIR, however. The current project
disturbance footprint now incorporates unpaved area along the southeast side of Red Hill
Avenue between Warner and Edinger Avenues in the City of Tustin that was not addressed in
the EIR. As indicated in the EIR discussion of biological resources (Mitigation Measure 7.3-1), if
OCSD modifies a project alignment such that unpaved vegetated area would be disturbed,
OCSD would conduct additional CEQA review as appropriate to address potential impacts to
biological resources.
Analysis of greenhouse gas emissions was not required in 1999 when the Strategic Plan EIR
was prepared. Thresholds to evaluate greenhouse gas (GHG)emissions have since been
incorporated into the CEQA checklist. A technical GHG analysis is contained within this
IS/Addendum in order to comply with current CEQA requirements. Other CEQA environmental
topics for which no Collection System Project impacts were anticipated and hence eliminated
N Page 1-1
Gisle Rod Hill System Improvements,Reach B Inftduction
from analysis in the Collection System section of the EIR (Section 7)are agriculture,
hazards/hazardous materials, mineral resources, population and housing, and recreation.
Discussions for these topics are included in the IS/Addendum in order to confirm that no
substantial change from the previous EIR has occurred.
This IS/Addendum, prepared for the current or 2014 Gisler-Red Hill System Improvements
Project, Reach B, compares any potential impacts resulting from the current proposed action
with impacts of the 1999 Gisler-Red Hill System Improvements Project, Reach B addressed in
the certified Final EIR. This IS/Addendum relies on the use of an Environmental Checklist
Form, as suggested in Section 15063 (d)(3) of the State CEQA Guidelines. This IS/Addendum
reviews any significant changes in the condition of the site and environmental conditions that
have occurred since the EIR was prepared and certified. It also reviews any new information of
substantial importance that was not known and could not have been known with exercise of
reasonable diligence at the time the EIR was certified.
OCSD will use this IS/Addendum to evaluate the potential environmental impacts of the current
proposed project prior to making a decision to grant or deny approval of the proposed action.
The document will also be used as a source of information by any Responsible Agency with
permitting or approval authority over the proposed project in their respective review process.
1.2 SUMMARY OF FINDINGS
CEQA Guidelines, Section 15162 state that, in order for an Addendum to be prepared, the Initial
Study must find that there is no new information of substantial importance which was not known
and could not have been known with exercise of reasonable diligence at the time the previous
EIR was certified, which shows any of the following:
A. 'The project will have one or more significant effects not discussed in the previous
EIR...;
B. Significant effects previously examined will be substantially more severe than shown in
the previous EIR;
C. Mitigation measures or alternatives previously found not to be feasible would in fact be
feasible, and would substantially reduce one or more significant effects of the project,
but the project proponents decline to adopt the mitigation measure or alternative; or
D. Mitigation measures or alternatives that are considerably different from those analyzed
in the previous EIR would substantially reduce one or more significant effects on the
environment, but the project proponents decline to adopt the mitigation measure or
alternative" [Section 15162 (3) (A-D)I.
Based upon the environmental checklist prepared for the current project and the supporting
checklist responses (IS/Addendum Section 3), implementation of the proposed Gisler-Red Hill
System Improvements Reach B Project will not result in any environmental impacts, and there
will be no substantial change from the previous analysis as contained in the certified Final EIR.
Only minor additions and clarifications are required to the Final EIR, and none of the conditions
triggering a subsequent EIR are present. OCSD therefore finds that preparation of an
Addendum to the certified Final EIR for the 1999 Strategic Plan (SCH # 1997101065) is
appropriate and consistent with Sections 15162 and 15164 of the CEQA Guidelines.
N Page 1-2
Gisle Rod Hill System Improvements,Reach B In"duction
1.3 LEAD AGENCY, APPLICANT AND CONSULTANT
OCSD is the Lead Agency in the preparation of this IS/Addendum. OCSD is also the project
applicant. The location of OCSD offices and contact information is as follows:
Orange County Sanitation District
10844 Ellis Avenue
Fountain Valley, CA 92708
Contact: Hardat Khublall, P.E., PMP, CCM
phone: 714-962-2411
Email: hkhublall@ocsd.com
Tetra Tech is the engineering and environmental consultant.
1.4 DOCUMENTS INCORPORATED BY REFERENCE
As permitted by CEQA Guidelines Section 15150, this IS/Addendum incorporates by reference
the certified Final EIR(State Clearinghouse# 1997101065). Information from the EIR document
has been briefly summarized in the appropriate section(s) of this IS/Addendum. The EIR is
available for review at OCSD Offices at 10844 Ellis Avenue, Fountain Valley, CA 92708.
Section 5, References of this IS/Addendum provide the references used in the preparation of
this IS/Addendum.
1.5 DISCRETIONARY APPROVALS AND ENVIRONMENTAL PERMITS
OCSD, as the lead agency, has approval authority over the following entitlementlapplication that
is included as part of the proposed action and addressed in this Addendum:
• Approval of the IS/Addendum to the Final EIR for the Gisler-Red Hill System
Improvements Project, Reach B.
This Addendum and the previous certified Final EIR are intended to serve as the environmental
documentation for the proposed action.
Page 1-3
Gisle Rod Hill System Improvements,Reach B Project DescHpVon
2.0 PROJECT DESCRIPTION
2.1 PROJECT LOCATION AND DESCRIPTION
The Gisler-Red Hill Sewer System, Reach B consists of two parallel sewers: the Trunk and
Interceptor. The Gisler-Red Hill Trunk Sewer, Contract No. 7-2 (Trunk) was constructed in 1962
and consists of approximately 16,000 feet of 21-inch to 27-inch diameter vitrified clay pipe
(VCP)from Mitchell Avenue to McGaw Avenue. The Interceptor was constructed as part of two
contracts. The Red Hill Relief Sewer, Contract No. 7-2-R was constructed in 1969 and consists
of approximately 8,000 feet of 36-inch VCP from Mitchell Avenue to Bell Avenue. The Red Hill
Interceptor, Contract No. 7-6-4 was constructed in 1972 and consists of approximately 8,000
feet of 27-inch to 42-inch VCP extending the pipe from Bell Avenue to McGaw Avenue. The
Trunk and Interceptor have been in service for over 30 years.
The current project is proposing to repair and upgrade the Gisler-Red Hill Reach B Trunk Sewer
System. The project site includes property within the Cities of Tustin and Irvine in Orange
County, California, primarily within the right-of-way of Red Hill Avenue. The project vicinity and
site location are depicted in Figures 1 and 2.
The proposed project is expected to begin in March 2015 and be completed by mid-year 2016.
The construction described will take place primarily within the street right-of-way of Red Hill
Avenue in the Cities of Tustin and Irvine. The project will include: 1) upsizing approximately
4,900 linear feet of Trunk sewer between Edinger and Warner Avenues to 30-inch and 33-inch
diameter pipe to increase capacity; 2) abandoning the replaced portion of the Trunk sewer
between Edinger and Warner Avenues; 3) repairing portions of the Trunk and Interceptor
sewers with a cured-in-place plastic pipe (CIPP); and 4) rehabilitating or replacing existing
Trunk and Interceptor manholes between Mitchell and McGaw Avenues (see Figures 3 and 4).
The proposed method of construction for the new Trunk sewer is open trench construction to a
depth of approximately 20 feet. The cured-in-place rehabilitation is a trenchless repair that is
performed through the manholes for which no excavation is required.
Also included in the project are improvements to diversion structures at the following two
intersections: Red Hill and Mitchell Avenues, and Newport and Mitchell Avenues (see Figure 5).
New pipe and manholes are proposed at these intersections to correct reverse grades in the
pipeline and diversion structures. The proposed method of construction is open trench
construction to a depth of approximately 20 feet.
Bypass pumping is anticipated for the construction of the rehabilitation work and open out
construction at the intersections of Red Hill and Edinger Avenues, Red Hill and Mitchell
Avenues, and Newport and Mitchell Avenues.
Page 2-1
Gisler-R Hill System Improvements.Reach a EnvimlmleWal Thresho aml on.=,.
3.0 ENVIRONMENTAL DETERMINATION, THRESHOLDS AND
DISCUSSION
Environmental Determination
Based upon the evidence in light of the whole record documented in the attached environmental
checklist explanation, cited incorporations and attachments:
❑ I find that the proposed project COULD NOT have a significant effect on the environment,
and a NEGATIVE DECLARATION will be prepared.
❑ I find that although the proposed project could have a significant effect on the
environment,there will not be a significant effect in this case because revisions in the
project have been made by or agreed to by the project proponent. A MITIGATED
NEGATIVE DECLARATION will be prepared.
❑ I find that the proposed project MAY have a significant effect on the environment, and an
ENVIRONMENTAL IMPACT REPORT is required.
❑ I find that the proposed project MAY have a "potentially significant impact"or"potentially
significant unless mitigated" impact on the environment, but at least one effect 1) has been
adequately analyzed in an earlier document pursuant to applicable legal standards, and 2)
has been addressed by mitigation measure based on the earlier analysis as described on
attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must
analyze only the effects that remain to be addressed.
❑ I find that although the proposed project could have a significant effect on the
environment, because all potentially significant effects(a) have been analyzed adequately
in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b)
have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE
DECLARATION, including revisions or mitigation measures that are imposed upon the
proposed project, nothing further is required.
® I find that the proposed project constitutes a minor technical change or addition to a
project previously analyzed by an earlier EIR or NEGATIVE DECLARATION which was
adopted/certified pursuant to State and lead agency CEQA Guidelines where all
potentially significant effects were avoided or mitigated pursuant to that earlier EIR or
NEGATIVE DECLARATION. Only minor additions andlor clarifications are needed to
make the previo s documentation adequate to cover the project which is documented in
this add endu o early CEQA document(CEQA§15164).
s Date
Primed Name Title
Orange County Sanitation District
Agency
M Page&1
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
3.1 ENVIRONMENTAL THRESHOLDS AND DISCUSSION
The following Environmental Analysis Checklist, divided by issue area, is for projects with
previously certified/approved environmental documents. This checklist takes into consideration
the preparation of a previously prepared environmental document. This checklist evaluates the
adequacy of the previously prepared document, the OCSD 1999 Strategic Plan Final Program
EIR(State Clearinghouse# 1997101065), pursuant to CEQA Guidelines Section 15164.
Environmental setting and impact discussions from the 1999 certified Final EIR are summarized
in the following sections, as appropriate.
3.1.1 Aesthetics
Environmental Setting
The 1999 certified Final EIR, Section 7.9 addresses aesthetics, and describes the aesthetic
setting for the Gisler-Red Hill Reach B site as well as the OCSD service area in general. The
service area is generally characterized as urbanized. Collection System Projects were to occur
primarily within roadways that are currently graded and paved. The Gisler-Red Hill Reach B site
and adjacent area consists of residential, commercial, office-professional, institutional and light
industrial uses. The Red Hill alignment has been developed with trees and landscaped
vegetation. There is unpaved area southeast of Red Hill Avenue within the right-of-way that
borders the former Marine Corps Air Station (MCAS). The former MCAS is redeveloping with
residential, commercial, other supporting uses.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The EIR indicates that the pipeline replacement corridor along Red Hill Avenue will be seen
from residences, schools, commercial, office-professional and industrial uses located along Red
Hill. Construction activities and potential removal of landscaping were identified in the EIR as
resulting in short-term visual impacts. Aesthetic Mitigation Measures 7.9-1a and 7.9-1b, listed in
IS/Addendum Section 4, were identified in the EIR to reduce short-term visual impacts from
construction activities to less than significant with mitigation.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
Tkw Abifityto No Substantial
New Mare Substantially Change From
Significant Severe Reduce Previous
Environmental Issues hnpact Impacts Significant impact Analys"
t. Aesthetics
Wonldthe project
a) Have a substantialadverse eBectona scenic vista? ❑ ❑ ❑
b) Substantially darrege scenic resources,including,but not ❑ ❑ ❑
tirMed to,trees,ruck outcroppings,andhstoric buildings within
a state scenic highway?
c) Substantially degrade the existing visual character or ❑ ❑ ❑ E
quatilyofthe site and its suaroandnsgs?
d) Create anewsowce ofsubstantellightorglary Wuch ❑ ❑ ❑ E
would adreascly rdEa dayornighttrtre views in the area?
No Substantial Change from Previous Analysis. Aesthetic impacts of the 1999 Strategic
Plan Collection System Projects were adequately and fully evaluated in the certified Final EIR.
Only short-term impacts during construction were identified as a potential aesthetic impact, and
L Page 3-2
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
mitigation was incorporated to reduce these impacts to less than significant with mitigation.
Implementing the Gisler-Red Hill Reach B Project improvements under this 2014 proposal will
similarly result in no aesthetics impacts and raise no new substantial issues for aesthetics. The
proposed Reach B construction activities would temporarily alter the appearance of the project
site; however, after completion of the improvements, streets will be restored to a similar
condition as existed prior to construction. Aesthetic impacts from the 2014 proposed project
represent no substantial change from the previous Final EIR analysis.
3.1.2 Agriculture and Forestry Resources
Environmental Setting
The 1999 Final EIR did not address agriculture and forestry resources for the Collection System
Projects, or for the Gisler-Red Hill Reach B Project in particular, because of the lack of
agricultural land and forestry resources within the OCSD service area. No impacts for
agriculture and/or forestry resources were therefore noted or analyzed in the EIR.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Ability to Na Substantial
New hire Substantially Change From
Significant Severe Reduce Previous
Environmental Issues Fact hnpacts Significant hnpact Analysis
2. Agriculture and Forestry Resources
In derermming whcthcr ift"M on agricultural resources are slant enviorttnental effects,lead agencies may rerer to
the California Agicuhwal Land Evaluation and Site Assessment Ivbdel(199'n prepared by the Califmnia Depatarent of
Conservation as an optional model to use in assessing i npacts on agriculture and Famhand In detemtmng whether
mgacts to fittest resources,including thnberiand,are significant envronmental eflects,load agencies may refer to
mfitmlation compiled by the Califirmia Depararent of Forestry and Fire Protection reg infing the state's inventoryoffirrest
land,including the Forest and Range Assessment Project and the Forest IegacyAssessment project and the forest carbon
rteasurement methodology provided in the Forest Protocols adopted by the Caldome Ait Resources Brant.
Would the project:
a) Convert Prim Farmland,Unique Fat rdand,or Farmland of ❑ ❑ ❑
Statewide hrrportance(Farmland),as shown on the maps
preparedpursuant to the Farmland ripping and bbntormg
Program ofthe California.Resources Agency,to inn-agicnlnsel
use?
b) Cornitict with existing zoning faragtivlhanduse,or a ❑ ❑ ❑
VAbarrson Act contract'?
c) ConPoct with existing zoning far,or cause rezoning of;fittest ❑ ❑ ❑
land(as defined in Public Resources Code section 12220(g))
timberland(as defined in Public Resources Cade section 4526L
or tunberhnd zoned Tunberland Production(as defined by
GovEmmentCode section 51 BW(g))?
d) Result mthe loss offorest land orconversin offorest land ❑ ❑ ❑
tonon-forestuse?
e) Involve other changes in the existing environment which, ❑ ❑ ❑
due to their location ornat re,could result in conversion of
Farmland,to nonagn uturalwe or conversion offnest land to
non&rest use?
No Substantial Change from Previous Analysis. Implementing the Gisler-Red Hill Reach B
Project under this 2014 proposal will similarly result in no agriculture and/or forestry resource
impacts and raise no new substantial issues for agriculture and/or forestry resources. A similar
N Page 3-3
Gisle Rod Hill System Improvements,Reach B Environmental nussholds and Discussion
lack of agriculture and forestry resources and impacts for the 2014 proposed project represents
no substantial change from the previous Final EIR analysis.
3.1.3 Air Quality
Environmental Setting
A project-specific Air Quality-Greenhouse Gas Technical Report, contained in Appendix A, has
been prepared by Tetra Tech to provide an analysis of potential air quality and global climate
change impacts related to the proposed 2014 Gisler-Red Hill Reach B Project. The
environmental setting and impact discussion for greenhouse gas emissions (GHG) are
addressed separately in this IS/Addendum in Section 3.1.7.
The OCSD service area, and more specifically the Gisler-Red Hill Project site, lies within the
South Coast Air Basin (Basin or SCAB), The SCAB is surrounded by mountains trapping the air
and its pollutants in the valleys or basins below. This area includes all of Orange County and
the non-desert portions of Los Angeles, San Bernardino, and Riverside Counties. Bounded by
the Pacific Ocean to the west and the San Gabriel, San Bernardino, and San Jacinto Mountains
to the north and east, the SCAB is an area of high air pollution potential. The regional climate
within the Basin is considered semi-arid and is characterized by warm summers, mild winters,
infrequent seasonal rainfall, moderate daytime onshore breezes, and moderate humidity. Air
quality within the Basin is influenced by a wide range of emissions sources—such as dense
population centers, heavy vehicular traffic, and industry.
The annual average temperature varies throughout the Basin, ranging from the low to mid 60s
to over 100 degrees during the summer, measured in Fahrenheit ff). Typically the hottest
months are July and August, and the coldest months are December and January.
The majority of annual rainfall in the Basin occurs between December and March. Summer
rainfall is minimal and generally limited to scattered thundershowers in coastal regions. The
annual average total rainfall in the SCAB area is 9.1 inches. The Basin experiences a persistent
temperature inversion, which is characterized by increasing temperature with increasing
altitude. This inversion limits the vertical dispersion of air contaminants, holding them relatively
near the ground. As the sun warms the ground and the lower air layer, the temperature of the
lower air layer approaches the temperature of the base of the inversion (upper) layer until the
inversion layer finally breaks, allowing vertical mixing with the lower layer. Aside from a
persistent temperature inversion, the vertical dispersion of air contaminants in the Basin is also
affected by wind conditions. The combination of stagnant wind conditions and low inversions
produces the greatest pollutant concentrations. Conversely, on days of no inversion or high
wind speeds, ambient air pollutant concentrations are the lowest. During periods of low
inversions and low wind speeds, air pollutants generated in urbanized areas in the Basin are
transported eastward, predominantly into Riverside and San Bernardino Counties. SCAB has
very low average wind speeds; the dominant daily wind pattern is an onshore 8 to 12 mph
during the day and offshore 3 to 5 mph winds during the night. These wind patterns are
disrupted occasionally by winter storms or strong northeasterly Santa Ana winds from the
mountains and deserts northeast of the SCAB. These Santa Ana winds, which are strong and
dry north or northeasterly winds that occur during the fall and winter months, disperse air
contaminants differently through the Basin, generally resulting in worse air conditions in the
western parts of the Basin. Santa Ana conditions tend to last for several days at a time.
N Page 3-4
Gisle Rod Hill System Improvements,Reach B EnWnuunental nussholds and Discussion
Air pollutant emissions associated with the Collection Systems Projects, as described in the
1999 EIR Air Quality Section (Section 7.5), can occur due to: 1) emissions of odorous gases at
pumping station locations, primarily hydrogen sulfide (HzS) gas and other compounds
associated with wastewater; and 2) presence of sulfides above a certain threshold in trunk lines.
OCSD maintains an on-going odor control program to ensure that sewer odors in the
communities served by the trunk lines and pump stations are minimized.
Sensitive Receptors
The portion of the Gisler-Red Hill Reach B sewer line that requires replacement is located under
Red Hill Avenue in the Cities of Irvine, Tustin, and Santa Ana. Surrounding land uses include
residential, commercial, office-professional, light industrial and institutional uses. The former
MCAS, located southeast of Red Hill, is currently redeveloping with residential, commercial, and
institutional uses. Multiple schools are located along or near Red Hill Avenue in the location of
the project site. Nearby sensitive receptors include single-and multi-family residences, and the
adjacent and nearby schools (Jeane Thorman Elementary School, A.G. Currie Middle School,
Heritage Elementary School, Sycamore High School and Irvine Valley College's Advanced
Technology and Education Park).
Summary of Final EIR Analysis for Gisler-Red Hill Reach IS Project
The California Air Resources Board (CARB) and the local air districts (SCAB for the OCSD
service area)develop and approve air quality plans to demonstrate how and when California will
attain air quality standards established under both the federal and California Clean Air Acts.
The South Coast Air Quality Management District (SCAQMD) has jurisdiction over the South
Coast Air Basin.
Data collected within the SCAB from air monitoring stations show that ambient standards for
ozone and particulate matter are exceeded at some locations in the region. As a result, CARB
has designated the Air Basin as "Nonattainment"for ozone and particulate matter(PMto and
PM2.5) and the USEPA has designated the Air Basin as"Nonattainment"for PM2,
The 1999 Final EIR indicates that total air emissions associated with the Collection System
Projects, which would include emissions from haul trucks, construction worker trips, and
excavation are anticipated to remain below the thresholds of significance for all the criteria
pollutants if each improvement project is considered individually.
The Final EIR identified construction activities associated with improvements to OCSD's
Collection System as generating a less than significant impact with mitigation due to short-term
emissions of air pollutants, including dust and criteria pollutants, from excavation, installation
and/or replacement activities. Construction emission impacts were estimated to occur for an
average of three to four weeks within one block of construction activities. Potential impacts on
sensitive land uses in the vicinity of construction sites from construction-related dust during the
excavation and other pipeline improvements were identified. Air Quality Mitigation Measures
7.5.1a-1c, addressing dust control, exhaust emissions and truck emission reductions (listed in
IS/Addendum Section 4), were provided in the EIR to reduce short-term air quality impacts from
construction activities to less than significant with mitigation. Operation of the collection
systems, including the sewer lines and the pump stations, was anticipated to generate minimal
quantities of air pollutants and generate a less than significant impact. No mitigation was
N Page 3-5
Gisler-Red Hill System Improvements,Reach B Envlronmental Thresholds and Discussion
deemed necessary. Odor emissions generated from operation of the collection systems were
also considered a less than significant impact for which no mitigation was required.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Ability to No Substantial
Fkw IDbre Substantially Change From
Significant Severe Reduce Previous
Environmental Issues Impact Impacts Significant impact Analysis
3. Air Quality
)&hem available,the significance criteria established by the applcablc air quali y management or airpolmtion control district
maybe relied upon an make the mkowmg determinations.
uld the project
a) ConPoMuvhorobsuwmy>lem mtbnoftheapplcableav ❑ ❑ ❑ E
<Nartypian?
b) Wlawmyavgmldysmndardorc ffibutesubstantiallym ❑ ❑ ❑ E
an existing or projected air quality violation?
c) Resuk in a cumulafimlycomidemblc wt in=ase ofmy El E] ElE
criteria po@dant for WwIt the project region is nonettawnen[
under an applicable fedemlor state ambient nor qual ly standard
(iochldig oleasug en�ssioos,vfiich exceed quan[Oatise
damsholds for ozone precursors)?
d) Expose sensitive mceptom m substantialpoDAant ❑ ❑ ❑ E
concentrations?
e) Oeate objectionable odors aBecting a substantial number of ❑ ❑ ❑ E
people?
No Substantial Change from Previous Analysis. The air quality impacts of the Collection
System Projects proposed as part of OCSD's 1999 Strategic Plan, adequately and fully
evaluated in the Final EIR, were determined to be less than significant and less than significant
with mitigation. The 2014 Air Quality-Greenhouse Gas Technical Report provided in Appendix
A confirms that these same conclusions apply to the current proposed Gisler-Red Hill Reach B
Project. Implementing the Gisler-Red Hill Improvements under the 2014 proposed project will
result in similar impacts on air quality by: 1) not conflicting with applicable Air Quality Plans,
policies and standards; 2) not exposing sensitive receptors to substantial pollutant
concentrations; and 3) not creating objectionable odors during construction or operation. EIR-
identified mitigation for air quality (Measures 7.5.1a-1c, listed in IS/Addendum Section 4)will
apply to the current project to assure that air quality impacts are maintained at a less than
significant level.
Modeling was performed for the 2014 Air Quality-GHG Technical Report to confirm that
sensitive receptors would not be exposed to substantial pollutant concentrations. A minimum
distance of 50 feet from the construction project footprint was used in the modeling run to
assess possible air quality impacts on the nearest sensitive receptors:
• The Jeans Thorman Elementary School is located at the intersection of Sycamore and
Red Hill Avenues, on the southwest corner. The playground for Jeans Thorman
Elementary School backs up to Red Hill Avenue at Sycamore, with a distance between
the boundary of the playground and the project site across Red Hill estimated at 80 feet.
• A. G. Currie Middle School abuts the Thorman Elementary School on the northwest
edge, and lies further from Red Hill Avenue and the project site at a distance of.2 miles.
N Page 3-6
Gisle Red Hill System Improvements,Reach B Environmental nnesholds and Discussion
• Additional schools are located on the former MCAS at Valencia and Red Hill Avenues:
Heritage Elementary School, Sycamore High School (for adult and concurrent students),
and Irvine Valley College's Advanced Technology and Education Park, with the
minimum distance between these school facilities and the project site estimated at 50
feet.
The 2014 proposed project raises no new substantial issues for air quality, and air quality
impacts from the 2014 Gisler-Red Hill Reach B Project represent no substantial change from
the previous analysis.
3.1.4 Biological Resources
Environmental Setting
The 1999 Final EIR, Section 7.3 addresses biological resources. The EIR generally
characterizes the OCSD service area that lies within the northwestern section of Orange County
as urbanized with few native plants or wildlife remaining in the area. Additional information on
the biological resources setting for the Gisler-Red Hill Reach B Project has been provided by a
biological resource subcontractor, PCR, engaged for this IS/Addendum to evaluate the
expanded project disturbance footprint that now incorporates unpaved area along the southeast
side of Red Hill between Warner and Edinger Avenues. PCR identified landscaped areas
consisting of ornamental shrubs, trees, and some groundcover along the southeast side of Red
Hill Avenue (PCR's letter report is contained in Appendix B). Additional detail regarding this
location is provided below. On the northwest side of Red Hill Avenue, there are patches and
strips of landscaping along some sections of the street frontage.
The area where the project would require ground disturbance of an unpaved area lies within a
narrow strip along the southeast side of existing Red Hill Avenue. The section between Edinger
and Valencia Avenues is covered by ornamental, mostly non-native vegetation that is regularly
maintained. The vegetation is comprised of a variety of groomed grass lawns, low
groundcovers, shrubs, hedges, and ornamental trees including short trees such as carrotwood
(Cupaniopsis anacardioides)and jacaranda (Jacaranda mimositolia), generally less than 10 feet
in height, and some taller trees including lemon scented eucalyptus (Corymbia citriodora),
Aleppo pine (Pinus halapensis), and western sycamore (Platanus racemosa), which may
exceed 60 feet in height. In this segment along Red Hill, the trees appear to be regularly
pruned and exhibit fairly sparse, open canopies. The section along the southeast side of Red
Hill from Valencia Avenue to Warner Avenue does not appear to be maintained regularly,
however. Ground cover is generally lacking or has been neglected. Many trees also occur in this
section such as carrotwood, Peruvian pepper(Schinus mol/e),juniper(Juniperus sp.), and
lemon scented eucalyptus. In general, the tree canopies are more dense than the section to the
north (from Valencia to Edinger), because the area is not subject to regular maintenance.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Final EIR analysis for biological resources for Collection System Projects is limited in scope
based on the fact that the OCSD service rea is predominantly urbanized, and most of the
Collection System Projects will be located within developed city streets which are graded and
paved. No impact to biological resources was identified if projects occur within paved areas. The
EIR indicated, however, that if final project alignments are revised to include an undeveloped
area or open space, potential impacts to biological resources could occur; in these cases,
OCSD would conduct additional CEQA investigation as needed to clarify and address impacts
N Page 3-7
Gisler-Rod Hill Syslem Improvements,Reach B Envlronmental Thresholds and Discussion
to biological resources. Biological Resource Mitigation Measure 7.3-1 (listed later in this section
and in Section 4) requiring future CEQA review was included in the EIR to address potential
impacts to biological resources for projects where an alignment includes unpaved, undeveloped
park or open space area.
Short-term noise generation and construction activity were not expected to significantly alter the
existing conditions within the urban city streets where existing wildlife has adapted to an
elevated level of commotion.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
Mw Maltyto No Substantial
New fibre I Substantially Change From
Significant Severe Reduce Previous
Fact Impacts Significant hnpact Analysis
4. Biological Resources
Would the project:
a) lbw a subsmnmladwme etEet cidierd meflyortluough ❑ ❑ ❑
habitat modifications,on any species identified as a candidate,
sensitive,or special status species in"I or reg'io al plans,
polices,orn;gulafions,or by the Calffimia Deparfirent of Fish
and WSNItle or US.Fish and Wildh'de Service? t"
b) Have a substantial adverse died many riparian habitat or ❑ ❑ ❑
other sensitive nzhual courrunity identified in beat or regional
plans,polices,and regulations or by the CatiWmra Departrrent
ofFsh and VYWY*crUS.Fish and VYW*Service?
c) Have a substantial adverse a&ct on Edemlyprotected ❑ ❑ ❑
wetlands as defined by Section 404 ofthe Clean Water Act
(inebdhrg,but not firnited to,marsh,uemalpool,coastal,eta.)
through diem removal,filing,hydrological mtenupban,orother
rreans?
d) Interfere subsunfiallywith the rroverrentofanynatiue ❑ ❑ ❑
resident cr nugratoryfsh orwildI&species crwith established
native resident ornngratorywildlik corridors,or r pede the use
ofwrldl&muserysiles?
e) Gangeroth anybcalpolices or ordinances protecting ❑ ❑ ❑
biological resources,such as a tree preservation pohcyor
ordinance?
0 Corrttictwvh the provisions ofan adopted llabdat ❑ ❑ ❑
Comervaton Plan,NaWmICommmmily Cmervatbn Plan,or
otherappmwd bmL regvmt m state hablat conservation
plan?
No Substantial Change from Previous Analysis. A site-specific biological resource analysis
was conducted as part of this IS/Addendum for the 2014 Gisler-Red Hill Reach B Project. In
compliance with EIR Biological Resource Mitigation Measure 7.3-1 requiring additional CEQA
review, PCR performed a technical analysis, contained in Appendix B, in order to clarify and
address potential impacts to biological resources associated with the modification to the
alignment that now includes unpaved area. The unpaved area now to be affected that lies
southeast of Red Hill between Warner and Edinger Avenues is not recognized specifically as a
park or open space, but it does contain trees that may provide nesting opportunities. PCR
concluded that, although the existing landscape shrubs and trees within this southeast unpaved
area may offer some limited nest opportunities to urban-adapted avian species, the project area
N Page 3-8
Gisle Rod Hill System Improvements,Reach B Environmental M sholds and Discussion
contains no areas of natural vegetation or habitat that could support any special status species
of wildlife or plants. The project area is highly developed and situated in a densely populated
urban area and no significant biological resources are known or expected to occur in the project
area or immediate vicinity.
The PCR analysis, summarized below, confirms that the 2014 Gisler-Red Hill Reach B Project
represents no substantial change from the previous 1999 EIR analysis. Implementing the sewer
system improvements under the 2014 proposal will result in similar impacts for biological
resources at a level of less than significant with mitigation. The 2014 project will not raise any
new substantial issues for biological resources, nor would it result in any new biological impacts
or increase the severity of biological resource impacts identified in the Final EIR. Impacts from
the 2014 project on biological resources represent no substantial change from the previous
analysis. A summary of the recent biological resource analysis performed by PCR follows.
A PCR biologist conducted a pedestrian survey of the area on the southeast side of Red Hill
Avenue, the only unpaved area affected by the 2014 proposed project. The intent of the survey
was to observe and characterize the existing conditions and evaluate the potential for plants
and wildlife to occur in the area potentially affected by the planned Gisler-Red Hill Reach B
system improvements. No nests were observed during the brief survey effort. However, PCR
noted that, despite the traffic noise and disturbance along the road, some species of native
songbirds that are well adapted to urban areas (e.g., house finch, northern mockingbird,
American robin, etc.) may still nest in the landscaped areas, particularly in the more dense
shrubs and tree canopies found between Warner and Valencia Avenues.
Notably, the U.S. Fish and Wildlife Service submitted comments in response to the 1999
Strategic Plan Draft EIR that recognized the potential for the project to impact nesting birds,
even in highly urbanized areas, stating as part of Comment 11 in their letter included in the Final
EIR: "Even in highly urbanized areas, flood control channels can sustain wetlands and provide
habitat for wildlife. Direct impacts to habitats should be avoided and minimized and appropriate
measures should be taken to mitigate any unavoidable significant impacts. Also, in areas with
the potential for nesting birds (e.g., trees present), construction should be conducted outside of
the nesting season. Alternately, a biological monitor should survey prior to, and/or during,
construction to ensure that no nests are disturbed or removed as a result of the project." The
Gisler-Red Hill Project area contains no flood control channels or wetlands, but there are sizable
trees and shrubs that could provide nesting habitat, at least for a few native species. It is
important to recognize that while an activity that results in the loss of a nest of a relatively
common bird species should not be considered a significant impact to biological resources
under CEQA, it would still be a violation of both the federal Migratory Bird Treaty Act(MBTA)
and the California Fish and Game Code.
The response to this U.S. Fish and Wildlife comment in the Final EIR noted that"mitigation
measure 7.3-1 states that construction projects that could impact undeveloped areas or open
space would require additional biological surveys and impact assessments. This would include
the removal of trees along construction corridors within the Service Area." Spectrally,
Mitigation Measure 7.3-1: Additional CEQA Review stipulates that:
N Page 3-9
Gisle Rod Hill System Improvements,Reach B EnWnuunental Thresholds and Discussion
If in the future, as OCSD develops the design of each specific collection system project
for implementation, a project alignment includes unpaved, undeveloped park or open
space area, OCSD will conduct additional CEQA review as needed to clarify and
address potential impacts to biological resources.
The PCR study fulfills the requirement for a supplemental biological survey and satisfies the
additional CEQA review requirement established by Mitigation Measure 7.3-1. PCR
conclusions and recommendations are provided below (with the full text contained in
Appendix B).
PCR Conclusions and Recommendations
The Gisler— Red Hill System Improvements, Reach B Project will encroach into the existing
landscaped area immediately adjacent to the existing paved road surface on the southeast side
of Red Hill Avenue. Construction will require removal of some of the existing trees and shrubs.
Since some of the trees and shrubs that will be removed could be used as nest sites by native
bird species that are adapted to living in urban areas, the potential exists for the project to result
in direct impacts to nesting birds if vegetation is removed while birds are actively nesting. Such
impacts would not be considered biologically significant since the potentially affected species
are not considered rare or endangered. Nevertheless, such potential loss would be avoided by
maintaining compliance with existing State and federal regulations protecting nearly all native
bird species.
No specific mitigation or monitoring would be needed under Biological Resource Mitigation
Measure 7.3-1 other than this analysis conducted by and for the project by PCR. However, in
order to maintain compliance with the State Fish and Game Code and the federal MBTA, PCR
recommends that project mitigation include a provision to remove the vegetation within the
project footprint(i.e., "clear and grub") between August 31 and March 1 outside the nesting
season. Final EIR Mitigation Measure 6.3-1: Nesting Birds that follows addresses this
recommendation:
Measure 6.3-1: Nesting Birds. Prior to the removal of healthy trees on site, a biologist
knowledgeable of birds will survey the trees to determine if active nests are present. If
nests of sensitive species are present, tree removal will be scheduled to avoid the
nesting season.
According to PCR, if surveys identify early nesting activities (e.g., nest building, territory
protection behavior)or nests, the biologist may contact the California Department of Fish and
Wildlife and the U.S. Fish and Wildlife Service and request authorization to restrict nesting
activities if no eggs or nestlings are present. If eggs or nestlings are found, the activity must not
disturb the active nest(s) until the young have fledged or the nest is observed to be inactive.
3.1.5 Cultural Resources
Environmental Setting
The 1999 Final EIR, Section 7.10 addresses cultural resources and describes the cultural
setting for the OCSD service area. Relevant portions of the EIR discussion are summarized
here. Archaeological Resource Management Corporation conducted a Cultural Resources
Assessment of the project area in which OCSD's proposed pipeline rehabilitation and
replacement projects would occur to support the 1999 EIR cultural resources analysis. The
purpose of the Assessment was to identify any known cultural resources that could be affected
by the proposed improvements. Field studies were not deemed necessary, since each of the
N Page 3-10
Gisle Rod Hill System Improvements,Reach B Environmental nussholds and Discussion
proposed pipeline and replacement projects would occur within paved streets or in other
previously disturbed areas. A records and literature search was performed, and USGS maps
were reviewed. The records and literature search resulted in a series of observations related to
prehistoric and early historic land uses for the various project components. Gisler-Red Hill
System Improvements Projects A and B were grouped together for the purposes of the Final
EIR Cultural Resources Assessment. The 1894 Santa Ana USGS quad sheet was reviewed and
showed light to moderate development in the Tustin area. The Atchison, Topeka, & Santa Fe
Railroad (Los Angeles and San Diego Branch) passed through the area. The Santa Ana and
Newport Railroad served the community of Tustin on its way to Newport Beach. There were a
few unimproved roads with occasional structures alongside them.
The 1901 USGS quad sheet (reprinted 1945) was also reviewed and showed that the Atchison,
Topeka, &Santa Fe Railroad was now the Southern California Surf Line. Southern Pacific
(Newport Beach Branch) replaced the Santa Ana and Newport Railroad. Newport Avenue
followed the old route of the Southern Pacific Railroad where it turned westward toward Newport
Beach. Some additional unimproved roads and streets were observed outside the moderate
street grid in the City of Tustin, founded in 1927.
The records and literature review indicated that seven archaeological surveys had been
conducted within a one-quarter mile radius of the 1999 Gisler-Red Hill A-B Project site, and that
four prehistoric archaeological sites had been recorded. One of these sites (CA-ORA-300)was
identified as having buried remains. No listings of historic properties on either federal or State
registers were found within a one-quarter mile radius of the combined A-B project site.
Summary of Final EIR Analysis for Gisler-Red Hill Reach IS Project
The Final EIR identified two impacts on cultural resources for the proposed Collection Systems
Projects (pp. 7.10-16, -17). both considered less than significant with mitigation:
1. Implementation of the proposed collection system improvements may affect known,
significant archaeological resources.
Subsurface construction in areas containing recorded prehistoric archaeological sites
could unearth significant prehistoric site deposits. EIR Measure 7.10.1 (see
IS/Addendum Section 4)mitigates potential impacts on known, significant archaeological
resources to less than significant.
2. Implementation of the proposed collection system improvements may affect unknown,
potentially significant archaeological resources.
It is possible that previously unknown significant deposits may be encountered during
construction of proposed collection system improvements. The Gisler-Red Hill A-B
Project was given a "very high' probability of impacting unknown prehistoric
archaeological resources during project construction (Final EIR page 7.10-18). EIR
Measures 7.10.2a-2c (see IS/Addendum Section 4) mitigate potential impacts on
unknown, potentially significant archaeological resources to less than significant.
Page 3-11
Gisler-Red Hill System Improvements,Reach B Envlroomantal Thresholds and Discussion
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Abilityto No Substantial
ew Nbre Substantially Change From
WSLig'nificant Severe Reduce Previous
Environmental Issuet Impacts Significant Impact Analys'
5. Cultural Resources
Would the project
a) Cause a substantial adverse change in the significance ofa ❑ ❑ ❑
hstorical resource as defined in§15064.59
b) Cause a substantial adverse change in the significance of ❑ ❑ ❑
mamhaeobgicalreso pmsuantw§15064.5?
c) Drectlyormdnectlydestroya unique paleontological ❑ ❑ ❑
resource or site or unique geologic Eatue?
d) Dstub anyhunan mm ms,mbdutg chose mteved outside ❑ ❑ ❑
ofbmral cemeteries?
No Substantial Change from Previous Analysis Implementation of the 2014 Gisler-Red Hill
Reach B Project will similarly result in less than significant cultural resource impacts with
mitigation and raise no new substantial issues for cultural resources. Should workers encounter
any unidentified resources during subsurface activities for the proposed project, they will be
required to follow cultural resource mitigation identified in the Final EIR. Compliance with the
provisions of Title 14, California Code of Regulations 15064.5(e)will also ensure that, in the
event of the accidental discovery or recognition of any human remains in any location other than
a dedicated cemetery, the required steps would be followed. Cultural resource impacts from the
2014 Reach B Project represent no substantial change from the previous analysis.
3.1.6 Geology and Soils
Environmental Setting
The 1999 Final EIR, Section 7.6 addresses geology and soils, and describes the geology and
soils setting for the OCSD service area. The EIR indicates that the OCSD service area is
located in a seismically active region of California. Based on proximity, two fault zones, the
Newport-Inglewood and Whittier-Elsinore fault zones, are identified in the EIR as being relevant
to the Collection Systems Projects. Both fault zones have been designated as active by the
California Department of Mines and Geology under the Alquist-Priolo Geologic Fault Zoning Act:
• Newport-Inglewood Fault Zone: Despite the lack of recent surface displacements of
known faults along the zone and the absence of extensive damage in recent years, the
fault zone is considered a significant potential hazard to the highly developed Southern
California coastal area.
• Whittier-Elsinore Fault Zone: This northwest trending fault zone extends approximately
185 miles from the Los Angeles Basin in Southern California southeasterly across the
international border into Mexico as the Laguna Salads fault.
Earthquakes in Orange County could potentially produce strong groundshaking and could be
experienced within the OCSD service area. Groundshaking is partly related to the size of an
earthquake, the distance from the epicenter, and the response of the geologic materials at the
site.
N Page 3-12
Gisler-Red Hill System Improvements,Reach B Environmental M sholds and Discussion
Soils within the Final EIR study area encompassing the OCSD service area were identified as
alluvial fan and floodplain soils composed of various amounts of sand, silt, and clay. The sandy
surface soils are underlain by peat bog and a high water table, which are susceptible to
liquefaction. Liquefaction is the rapid transformation of saturated, loose, fine-grained sediment
(e.g., silt and sand)to a fluid-like state because of earthquake groundshaking. Liquefaction has
resulted in substantial loss of life and injury, plus damage to property, roads and infrastructure.
Settlement is the gradual downward movement of an engineered structure due to compaction of
unconsolidated material below the foundation. Strong ground motions that occur during
earthquakes are capable of inducing forms of adjustments such as settlement.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Final EIR identified one geology impact for the proposed Collection Systems Projects at the
operational level, considered less than significant with mitigation (p. 7.6-3): Project facilities
would be located in areas susceptible to primary and secondary seismic hazards (ground-
shaking, liquefaction, settlement). Damage to facilities could result in the event of a major
earthquake.
Potential damage to pipelines from seismic activity include rupture and subsequent
underground and surface spillage of raw sewage. EIR Measure 7.6.1 (see IS/Addendum
Section 4) mitigates potential impacts to less than significant by indicating OCSD compliance
with the most recent edition of the California Building Code, OCSD specifications and
requirements, and all applicable seismic engineering guidelines. OCSD has also implemented
an Integrated Emergency Response Program covering worker safety, spill prevention,
emergency response, and hazardous materials management. OCSD would take the
appropriate measures to minimize public hazard should a spillage occur.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Abilityto No Substantial
Abw Nbre Substantially Change Form
Sig�iScant Severe Reduce Previous
Environmental Issues hnpact Impacts Significantlmpact Malys'
6. oils
Rbnklihe project
a) Expose people or structures to potential substantial
adverse elects,inchuding the risk ofloss,injuiyordeath
hrvuhmng:
) Rupture ofa kuwwn eadhqualo fault as delineated on ❑ ❑ ❑
the most recent Alquist-Pdolo Eatdxpake Fain Zoning
hhp sued by the State Geologist for the area or based on
odiersubsmntalevider ofaknownfain? Relbrue
Division ofNkes and Geology Speciall ublicatnn 42.
k) Strongseisnuegmundshakmg? ❑ ❑ ❑ E
m) Sesrrdcrelated ground glue,including liquefaction? ❑ ❑ ❑ E
iv) landslides? ❑ ❑ ❑ E
b) Resuk in substantial sod croskn or the loss oftopsodl ❑ ❑ ❑ E
c) Be locatedon a geologic unitorsod that is unstable,"that ❑ ❑ ❑ E
would become unstable as a tesuk ofthe project and potentially
resul in on-or off-sde landslide,lateral spreading subsidence,
li uelacnon or collapse?
N Page 3-13
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
New Abilityto 1,b Substantial
New Nbte Substantially Change From
ignifieanf Severe Reduce Previous
Environtnenfal Issues Immact Facts Significant Impact Malysis
7the
Be bested on expansive sod,as defined kr Table 18-1-Bof ❑ ❑ ❑
UrilionnBuddingCode(1994),seating subsbntialrsks toor property?
Have sod inmpable ofadequately supporfi g the useof ❑ictamsorakematiwwaste waterdisposalsystemswhereers are riot available for the disposal lot
water?
No Substantial Change from Previous Analysis. The impacts on geology and soils of the
Collection Systems Projects, adequately and fully evaluated in the Final EIR, were determined
to be less than significant with mitigation. Implementing the 2014 Gisler-Red Hill Reach B
Project will result in similar impacts on geology and soils, and raises no new substantial issues
for geology and soils. Geology and soil impacts from the 2014 Reach B Project represent no
substantial change from the previous analysis.
3.1.7 Greenhouse Gas Emissions
Environmental Setting
Global climate change refers to changes in average climatic conditions on Earth as a whole,
including changes in temperature, wind patterns, precipitation and storms. Greenhouse gases
(GHG) include, but are not limited to: carbon dioxide (CO2), methane (CH4), ozone (03), water
vapor, nitrous oxide (N20), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur
hexafluoride (SFe). GHGs are the result of both natural and anthropogenic activities. Forest
fires, decomposition, industrial processes, landfills, and consumption of fossil fuels for power
generation, transportation, heating, and cooking are the primary sources of GHG emissions.
Executive Order S-3-05 (EO), signed by the Governor of California in June 2005, established
Statewide reduction targets for greenhouse gases. Assembly Bill 32, the California Global
Warming Solutions Act, 2006 (AS 32), signed into law in September 2006, establishes a State
goal of reducing greenhouse gas emissions to 1990 levels by the year 2020, representing a 25
percent reduction from forecasted emission levels. Senate Bill 97 (SB 97)was approved by the
Governor of California in August 2007. SB 97 requires the Governor's Office of Planning and
Research (OPR)to prepare, develop, and transmit guidelines to the Resources Agency for the
feasible mitigation of greenhouse gas emissions or the effects of greenhouse gas emissions, as
now required under CEQA. The adopted amendments were filed with the Secretary of State,
and became effective March 18, 2010. These CEQA Guidelines amendments provide guidance
to public agencies regarding the analysis and mitigation of the effects of greenhouse gas
emissions in draft CEQA documents. The greenhouse gas guidelines fit within the existing
CEQA framework by amending existing Guidelines to reference climate change.
CEQA Guidelines Section 15064.4 assists agencies in determining the significance of
greenhouse gas emissions, and calls for a "good-faith effort, based to the extent possible on
scientific and factual data, to describe, calculate or estimate the amount of greenhouse gas
emissions resulting from a project." The amendments encourage lead agencies to consider
many factors in performing a CEQA analysis and preserve lead agencies' discretion to make
their own determinations based upon substantial evidence. The amendments also encourage
N Page 3-14
Gis!e Red Hill System Improvements,Reach B Environmental Mnisholds and Discussion
public agencies to make use of programmatic mitigation plans and programs from which to tier
when they perform individual project analyses.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
Analysis of greenhouse gas emissions was not required in 1999 when the Strategic Plan EIR
was prepared. Thresholds to evaluate GHG emissions have been incorporated into the CEQA
checklist since 2010. A technical GHG analysis is contained within this IS/Addendum
(summarized below and in Appendix A) in order to comply with current CEQA requirements.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
Less Than
Significant
Potentially with Less Than
Significant Mitigation Significant
Environmentallssues trnpact Incorporated Irroact No hnpact
7. Greenhouse Gas Emissions
Would the project
a) Gcncratc greenhouse gas enrosions,either directly ❑ ❑ ® ❑
or indirectly,that mayhaw a sigrrificant mgact on the
envvomnent?
b) Conflict v&anyapplicable plan,poficyorreg lation ❑ ❑ ® ❑
of an agency adopted for the purpose ofoducing the
emissions ofgreenhouse gases?
Less Than Significant Impact. A technical GHG analysis is contained within this IS/Addendum
(summarized below and provided in Appendix A) in order to comply with current CEQA
requirements. The Air Quality-Greenhouse Gas Technical Report(Tetra Tech, October 2014)
evaluates potential air quality and global climate change impacts related to the proposed Gisler-
Red Hill Reach B Project. As indicated in the Technical Report, the GHG emissions generated
during construction by the proposed Gisler-Red Hill Reach B Project do not exceed SCAQMD's
established thresholds. The proposed project also does not conflict with but is supportive of the
State's goals related to the reduction of greenhouse gases. Proposed project impacts on GHG
emissions are considered less than significant. (Note that the options above for determining
impact significance for greenhouse gas emissions have reverted to the traditional CEQA
checklist choices since GHG emissions were not analyzed in the previous EIR and cannot be
compared to a previous analysis.)A summary of the recent GHG analysis is provided in the
following paragraphs.
Tetra Tech calculated emissions of GHGs for both years of Project construction (2015 and
2016). Results are presented in Table 1 that follows. As shown, the highest net increase in
temporary GHG emissions from on-road mobile source emissions and on site construction
equipment relative to the SCAQMD GHG threshold would be well below 10,000 metric tons per
year. Construction GHG emissions amortized over a 30-year lifetime is 87 metric tons of COze.
For construction-phase project emissions, GHGs are quantified and amortized over the life of
the project. As indicated in Table 1, the GHG emissions do not exceed the established annual
threshold in either construction year, resulting in a less than significant impact.
The GHG emissions estimates presented in Table 1 do not take into account the GHG-reducing
construction practices that will be implemented as part of dust suppression techniques included
in Final EIR Air Quality Mitigation Measure 7.5-1a (see Section 4 of this IS/Addendum).
N Page 3-15
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
Implementation of these construction measures would reduce GHG emissions, and would
represent an improvement above "business as usual:'
Table 1. Construction Greenhouse Gas Emissions
CO2e Metric Tons
Emission Source 2015 2016 Total
GHG Emissions a 795.72 558.42 1,354
SCAQMD GHG Threshold(Industrial 10,000 10,000 -
Projects)
Over/Under Threshold? 9,204 9,442
Exceed Threshold? No No
Compiled using the CALEEMOD emissions inventory model. The output files are provided in IS/Addendum
Appendix A in the Appendix to the Air Quality-Greenhouse Gas Technical Report.
3.1.8 Hazards and Hazardous Materials
Environmental Setting
The 1999 Final EIR did not address hazards and hazardous materials for the Collection System
Projects, or for the Gisler-Red Hill Reach B Project in particular, in a standalone EIR section
because of the lack of hazard and hazard materials considerations associated with the
Collection System Projects. The only hazardous materials discussion contained in the EIR
concerning the Collection Systems Projects is found within EIR Section 7.7 Hydrology and
Water Resources, and is addressed in Section 3.1.9 of this IS/Addendum.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Able y
New Ivbre Subsfanfialty angeP
Significant Severe Reduw Previous
7aw
nvironmental Issues hr�ac[ firmacts Significan[Impac[ Avalya'
azardous Materials
roject.
a significant hazard to the public or the ❑ ❑ ❑
t through the routine transport,use,or disposal of
materials?
a aign rcanthazanl to the public or the ❑ ❑ ❑
environment through reasonably foreseeable upset and
accident conditions involving the hkety release ofhanukats
materials into the environment?
c) Eirkhamrdow emssi n orhandle hazardous m ❑ ❑ ❑
amtelyhamrdom materials,substances,mr sw v&li n
one-q[taner mile ofan existing or proposed school?
d) Be locatedon a site which is includedoo a listof ❑ ❑ ❑
hazardousmaterialssitescompiledpursuantto Govern m
Cade Section 65962.5 and,as a resuk would d create a
significant hazard to the public or the envvonrrent?
c) For a project located within an airport land use plan or, ❑ ❑ ❑
where such a plan has not been adopted,within two miles of
a public airport orpublic use airport,would the project result
in a saktyhazard for people residing orworkmg in the project
area?
0 For a project within the vicinity ofa primate airstrip,would ❑ ❑ ❑
the project result in a saktyhazard for people residing or
%arki ng in the project area?
N Page 3-16
Gisler-Red Hill System Improvements,Reach B Environmental nussholds and Discussion
New Abilitym No Substantial
New Mire Substantially Change From
Significant Severe Reduce Previous
Envhorrmentallssues lapact hapacts Significant hap Analysis
g) firpart anplementatinn ofor ph}rskafiy interfere with an ❑ ❑ ❑
adopted cLrgencyresponse plan orerrergency euacuatbn
phn?
h) Expose people orsWcdnes to a significant risk ofmss, ❑ ❑ ❑
urjmyordeathm lvmgwildbndfoes,mkidmgwhere
wildlands are adjacent w urbanized areas mr hem
residences are mternw ed with vn4llands?
No Substantial Change from Previous Analysis. Implementing the Gisler-Red Hill Reach B
Project under this 2014 proposal will similarly result in no hazards/hazardous materials impacts
and raise no new substantial issues for hazards/hazardous materials. A similar lack of
hazards/hazardous materials impacts for the 2014 proposed project represents no substantial
change from the previous Final EIR analysis.
3.1.9 Hydrology/Water Quality
Environmental Setting
The 1999 Final EIR, Sections 4.9 and 7.7, addresses hydrology and water resources, and
describes the hydrology/water resource setting for the regional area and the OCSD service
area, and as it relates to the Gisler-Red Hill project site.
Surface Water/Flooding and Storm Drainage
Surface flows in the project area include the Santa Ana River and its tributaries. Surface water
and groundwater in the upper basin flow through Prado Dam, at the head of the Santa Ana
River Canyon, and down to the Orange County coastal basin. The Santa Ana River Basin is the
largest watershed in Southern California with over 3,200 square miles.
Orange County is vulnerable to chronic flooding during the peak rainfall periods. Since 1989,
however, the U.S. Army Corps of Engineers has significantly reduced flood risks on the Santa
Ana River. Concrete-lined levees now exist along much of the river and many tributaries. Flood
control channels throughout OCSD's service area have been fortified to further minimize flood
risk to the portion of Orange County that is susceptible to flooding. Flood prone areas still
remain along the lower Santa Ana River, however. The Gisler-Red Hill Reach B site falls within
the area designated by the Federal Emergency Management Agency as a flood prone area.
The flood control effort to protect Orange County is divided into three major areas: the Tri-
County system, the regional system, and local drainage programs:
• Tri-County System (San Bernardino, Riverside, Orange): The Santa Ana River Basin
watershed is separated into an upper and a lower basin divided by Prado Dam and
Reservoir. Improvements to Prado Dam in recent years and expanded Reservoir
capacity have increased flood protection for downstream areas.
• Orange County Flood Control District (OCFCD) is empowered to construct and maintain
flood control facilities to prevent or minimize loss of life and property caused by flooding,
and for water conservation. Storm drains within the OCSD service area, owned and
maintained by the cities in which they are located and addressed below, eventually drain
into County flood control channels owned and maintained by OCFCD.
Page 3-17
Gisle Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
Local Drainage Program: Orange County's Local Drainage Program provides for
construction of storm drain facilities in the unincorporated portions of the County in order
to correct localized flooding problems which are not of sufficient magnitude to include in
the Flood Control District Program. A similar local drainage program is carried out by
each of the 27 cities in the county, including Irvine, Tustin, and Santa Ana where the
Gisler-Red Hill Reach B site is located.
Groundwater
The local water supply is dependent upon the safe yield of the groundwater basin. The Orange
County Groundwater Basin is affected by natural and artificial factors. Natural hydrologic
conditions, such as rainfall, seepage from underground reservoirs and other groundwater basins
and streams, as well as extraction wells and recharge using imported supplies and water
conservation practices influence groundwater levels and quality. Most of the water pumped
from groundwater sources is used for municipal and industrial purposes.
Reclamation
Water importation and reclamation practices are utilized to meet growing regional water
demands to support seawater intrusion barrier injection systems, groundwater replenishment,
irrigation, and other commercial and industrial needs. The Orange County Water District
(OCWD) operates a Groundwater Replenishment System (GWR)to help satisfy water needs.
The program provides water for recharging the Orange County Groundwater Basin, additional
reclaimed water for injecting into the barrier that protects the groundwater basin from seawater
intrusion, and for supplementing non-potable water deliveries during peak summer months. The
GWR System enables OCSD and OCWD to address the issue of groundwater recharge on a
regional scale. The GWR system supports the following uses: residential,
commercial/industrial, agricultural, recreation, and habitat restoration/enhancement. The GWR
System treatment facilities are located on existing properties in the City of Fountain Valley
owned by OCWD and OCSD. Microfiltration and reverse osmosis are the basic processes that
are used to produce the reclaimed water.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Final EIR identified one hydrology/water resource impact for the proposed Collection
Systems Projects during construction, considered less than significant with mitigation (p. 7.7-3):
Construction activities could result in erosion and siltation into nearby surface waters, leading to
degradation of water quality or flooding hazards. Construction could also result in chemical
spills (e.g., fuels, oils, or grease)to stormwater, and increase turbidity and decrease water
quality in waters of the US.
The EIR indicates that construction activities involving soil disturbance, such as excavation,
stockpiling, and grading could result in increased erosion and sedimentation to flood control
channels and surface waters. Erosion and sedimentation to the flood control channels could
degrade water quality or decrease the capacity of flood control channels to convey stormwater
flows, thereby increasing the risk of flooding. Where construction activities are adjacent to a
waterway, hazardous materials released from equipment or other sources could also degrade
water quality if accidentally spilled. Potential impacts are mitigated to less than significant by
the incorporation of EIR Mitigation Measures 7.7.1a-1g (see IS/Addendum Section 4)that
include incorporation of Best Management Practices and development of a Spill Prevention,
Control, and Countermeasure Plan.
N Page 3-18
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Abildyto No Substantial
New Ivan, Substantefly Change From
ign" at Severe Reduce Previous
7wfiaZy
nvironmental Issues hnpact hnpacts Significant hnpact Analysis
Water Quality
ject
ywmrgwkstandardsoruesmdischarge ❑ ❑ ❑
?
rfiaflydepletegromrdwatersWphesorintettm ❑ ❑ ❑
with gmmrdwater mehatge such that there would
be a net defck in aquiErvohmle or a lowering ofthe local
gmundwatertable level(e.g.,the productimtate ofpre-
existing nearbywels would drop Ma levelwhioh would not
support existing land uses orphnned uses for which permits
have been granted?
c) Substantially after the existing drainage pattern ofthe site ❑ ❑ ❑
or area,including through the attention ofthe course ofa
streammriser,inat rWlichwouldresultinsubsrendal
erosion or siltation on-orof-ske?
d) Subsmntiaflyakeriheexisthgdamagepatemofthesite ❑ ❑ ❑
or area,including through the alteration ofthe come ofa
stream or river,or substanthfly itcrease the rate or amount of
surface run ffin a manner,which would result in flooding on-
oroff-site?
e) Create or contribute mnoffwaterwhich would exceed the ❑ ❑ ❑
mpackyofexstingorphanedstotm mrdmnage systems
orpmvide substantial additional sources ofpoaned troffi
0 Otherwise substantiakydegrade waterquafly? ❑ ❑ ❑
g) Place housing within a 100-year flood hazard area as ❑ ❑ ❑
napped on a tedeml Flood Hazard Boundary or Flood
Insurance Rate bhp or other flood hazard delineation map?
to Phcewdina100-yearflwdhazndareasbud s, ❑ ❑ ❑
which would uripede or redirect flood flows?
Expose people or structures to a signiicant risk ofloss, ❑ ❑ ❑
injury or death involving flooding,including flooding as a result
ofthe farLure ofa levee or dam?
)) hundatun byseiche,tsunami,orruuilawO ❑ ❑ ❑
No Substantial Change from Previous Analysis. The impacts on hydrology and water
resources of the Collection Systems Projects, adequately and fully evaluated in the Final EIR,
were determined to be less than significant with mitigation. Implementing the 2014 Gisler-Red
Hill Reach B Project will result in similar impacts on hydrology and water resources, and raises
no new substantial issues for hydrology and water resources. Hydrology and water resource
impacts from the 2014 Gisler-Red Hill Reach B Project represent no substantial change from
the previous analysis.
3.1.10 Land Use and Planning
Environmental Setting
The 1999 Final EIR, Section 7.1 addresses land use and planning, and describes the land use
and planning setting for the Gisler-Red Hill Reach B site. In summary, the Gisler-Red Hill
N Page 3-19
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
Reach B site and adjacent area are characterized as urbanized, consisting of residential,
commercial, and light industrial uses. This description of adjoining land use is still applicable.
The former US MCAS, located east/southeast of Red Hill Avenue, is currently redeveloping with
residential, commercial, and institutional uses. Other existing residences front on Red Hill
Avenue along a portion of the segment identified for sewer improvements. Multiple schools are
located along or near Red Hill Avenue in the location of the project site, and together with
residential uses, would be particularly sensitive to project impacts such as noise, dust, traffic,
and access disturbance. The playground for Jeans Thorman Elementary School, next to A. G.
Currie Middle School, backs up to Red Hill Avenue at Sycamore Avenue. Other schools and
school-related uses located on the former MCAS at Valencia Ave. are Heritage Elementary
School, Sycamore High School, and Irvine Valley College's Advanced Technology and
Education Park.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Gisler-Red Hill site is characterized as being within a developed urban area. No
established community would be physically divided by implementation of the Gisler-Red Hill
Reach B Project, and no impact would occur. Construction activities for the Collection System
Projects as a whole were identified in the EIR as resulting in short-term impacts to adjacent land
uses due to noise, dust, traffic, and access disturbance. Land Use Mitigation Measures 7.1.1a-
le, listed in IS/Addendum Section 4, were identified in the EIR to reduce short-term land use
impacts from construction activities to less than significant with mitigation.
The improvements for Gisler-Red Hill Reach B analyzed in the EIR were to be located within the
Cities of Irvine, Tustin, and Santa Ana, and would be subject to local plans and policies of these
three cities. Planned improvements were consistent with allowable uses. The EIR does not
indicate that implementation of the Gisler-Red Hill Reach B improvements will conflict with any
applicable land use plan, policy, or regulation of any agency with jurisdiction over the property.
The Gisler-Red Hill site is not located within any habitat conservation plan or natural community
conservation plan area. No impact was identified.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
Itw AbiWyto 'Its
o Substantial
New bore Substanta Is From
Significant Severe Reduce Previous
wontnen sues trnpact Mpacts Significant lrnpact Analysis
10. Land Use/Planning
Would the project
a) Physically divitean establshedcomrwndy? ❑ ❑ ❑
b) Conflict vA6 anyapplicable land use plan,policy,or ❑ ❑ ❑
regulation ofan agency with jurisdiction overthe project
(including but not funded to the general plan,specnc plan,
local coastalprogTan,or zoning ordinance)adopted Srcihe
purpose ofavoiding orun igating an envuonmentel effect?
c) Conflict vYA anyapplicable habdat conservation plan or ❑ ❑ ❑
natural conmmmmes conseraeticn plan?
No Substantial Change from Previous Analysis. Land use and planning impacts of the
Gisler-Red Hill Reach B Project were adequately and fully evaluated in the 1999 Final EIR.
Only short-term construction impacts were identified as a potential impact on adjacent land
uses, and mitigation was incorporated to reduce these impacts to less than significant. These
same mitigation measures will apply to the 2014 Gisler-Red Hill Reach B Project. The current
N Page 3-20
Gisler-Red Hill System Improvements,Reach B EnWnuunental Thresholds and Discussion
proposal W11 not raise any new substantial issues for land use and planning, nor would it result
in any new land use and planning impacts or increase the severity of land use and planning
impacts identified in the Final EIR. Impacts from the 2014 Gisler-Red Hill Reach B Project on
land use and planning represent no substantial change from the previous analysis.
3.1.11 Mineral Resources
Environmental Setting
The 1999 Final EIR did not address mineral resources for the Collection System Projects, orfor
the Gisler-Red Hill Reach B Project in particular, because of the lack of mineral resources within
the OCSD service area that would experience impacts. No impacts for mineral resources were
therefore noted or analyzed in the EIR.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Ability to Nb Substantial
New .tare Substantially Change From
Significant Severe Reduce Previous
Environmental Issues impact hornets Significant hornet Analysis
11. Mineral Resources
Would the projeck
a) Result in the loss ofavadatuRyofalmown umreml ❑ ❑ ❑
resource that could be ofvnWe to the region and the residents
ofthe state?
b) Resultm the loss ofavadabWofa bcaI54nponant ❑ ❑ ❑
mineral resource recovery ste delineated m a local general
plan,speck plan or other land use plan?
No Substantial Change from Previous Analysis. Implementing the Gisler-Red Hill Reach B
Project under this 2014 proposal will similarly result in no mineral resource impacts and raise no
new substantial issues for mineral resources. A similar lack of mineral resource impacts for the
2014 proposed Gisler-Red Hill Reach B Project represents no substantial change from the
previous Final EIR analysis.
3.1.12 Noise
Environmental Setting
The 1999 Final EIR, Section 7.4 addresses noise, and describes the noise setting for the OCSD
service area and the individual OCSD Collection System Project sites, including the Gisler-Red
Hill Reach B site. As the EIR indicates, some land uses are more sensitive to noise levels than
others, due to the amount of noise exposure (in terms of both exposure duration and insulation
from noise)and the types of activities typically involved. Residential areas, schools, and
hospitals generally are more sensitive to noise than are commercial and industrial land uses.
Days and hours during which construction is permitted are designated by individual cities in their
local noise ordinances.
Properties along the Gisler-Red Hill Reach B segment and in the vicinity of the proposed
improvements at Red Hill and Mitchell Avenues and Newport and Mitchell Avenues are
contained within an urbanized area of Orange County. Land uses consist of residential,
commercial, office-professional, light industrial, and institutional uses. The primary source of
noise affecting these locations is vehicle traffic. Single- and multi-family residences front on
Red Hill Avenue along a portion of the segment identified for Reach B sewer improvements.
N Page 3-21
Gisle Rod Hill System Improvements,Reach B Envhonmental M sholds and Discussion
Red Hill Avenue is a major arterial highway varying from six-to eight-lanes in the area of the
proposed Gisler-Red Hill Reach B Project improvements. Red Hill Avenue within the City of
Tustin is on the list of the City's major and secondary arterials with adjoining residences that are
exposed to a Community Noise Equivalent Level over 65 dB (City of Tustin Noise Element,
p. 14). Multiple schools are also located along or near Red Hill Avenue in the location of the
project site, and together with residential uses, would be particularly sensitive to project noise
impacts. The playground and school for Jeans Thorman Elementary School, next to A. G.
Currie Middle School, backs up to Red Hill Avenue at Sycamore Avenue. Other schools and
school-related uses located on the former MCAS at Valencia Avenue are Heritage Elementary
School, Sycamore High School, and Irvine Valley College's Advanced Technology and
Education Park.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Final EIR identified one noise impact for construction of the Collection System Projects
(p. 7.4-7)that was less than significant with mitigation.
1. Construction activities related to the proposed collection system improvements would
intermittently and temporarily generate noise levels above existing ambient levels in the
project vicinity.
EIR Measures 7.4.1a-ld (see IS/Addendum Section 4) mitigate potential impacts from
construction noise to less than significant. A summary of the EIR impact analysis for this
construction impact follows.
Construction-related noise levels along the sewer trunk systems and manhole and pipeline
rehabilitation project sites would fluctuate depending on the particular type, number, and
duration of use of various pieces of construction equipment. The effect of construction noise
would depend upon how much noise would be generated by the equipment, the distance
between construction activities and the nearest noise sensitive uses, and existing noise levels at
those sensitive uses.
Construction for the proposed Gisler-Red Hill Reach B Project will occur in developed streets.
Proposed construction methods to be utilized are: 1) open trench construction, which involves
the removal of pavement and excavation of soil and pipes; and 2) CIPP trenchless repairs used
to repair damaged portions of the existing pipeline. Equipment anticipated for the proposed
project includes: pavement saw,jack hammer, tractor/loader/backhoe, excavator, dump truck,
flat-bed delivery truck, crane, concrete truck, concrete pumper truck, water truck, welding truck,
rubber-tired dozer, trench shield, air compressor, side-boom pipe handler tractor, street
sweeper, and paving equipment(backhoe, asphalt hauling truck, compactor, paver, roller).
Table 2 shows typical noise levels generated by the different types of construction equipment.
As shown, the noisiest construction equipment would generate noise at a level of approximately
68 to 96 Lai at 50 feet, assuming no noise mitigation features. The high end of the range for pile
drivers was not included since pile driving is not specified in the engineering plans for the Gisler-
Red Hill Reach B Project(however the contractor may elect to use pile driving as part of the
means and methods to construct the trench shoring).
N Page 3-22
GishwRod Hill system Improvements,Reach B Environmental thresholds and Discussion
Table 2. Typical Construction Equipment Noise Levels
Equipment Noise Level at 50 feet Le
Backhoes Acommoo typeofexcavator 71-95
Dou 74-93
Trucks 70-96
Puns 69-80
Generamrs 69-82
Compressors 68-95
Pile Drivers 95-101
Source:Final OCSD 1999 Strategic Plan EM,October 1999,p.7.4-9.
The length of time that active construction work is immediately in front of a property would likely
be between three and five days. Construction activities would occur within one block of a given
property for roughly three to four weeks on average. All Gisler-Red Hill construction activities
within residential districts would be limited to weekdays during daylight hours, or as specified in
encroachment permits with the three cities and other responsible agencies.
Because of the proximity of sensitive receptors to proposed construction areas and the
anticipated existing daytime noise levels, daytime construction work would significantly affect
the noise environment of residences and other sensitive land uses adjacent to construction.
While the majority of the proposed construction period would occur when people are at work,
those people who work or care for children at home, retired persons, and students and workers
at adjacent schools could be significantly affected by noise when construction activities occur in
their immediate vicinity. The duration of impact would likely be three to five days, as
construction approached, reached, and departed the area of each sensitive receptor. With
mitigation, high construction-noise levels become more predictable and easier for residents and
other sensitive receptors to avoid. Construction activities for the Gisler-Red Hill Reach B
Project would still increase ambient noise levels for nearby properties; however, mitigation
would reduce the increase in noise due to construction and would reduce the chance of
exposing people to substantial noise levels. Because of the limited duration of the impact to any
one sensitive receptor, the EIR concluded that the residual impact would be less than significant
after mitigation.
The EIR identified two additional noise impacts for the Collections System Projects:
Construction
1. Construction truck traffic would generate noise levels above existing ambient-levels
along haul routes used to transport materials to and from the project sites (p. 7.4-10).
This impact is considered less than significant. No mitigation is required. Sensitive
receptors located adjacent to project construction areas and along haul routes would be
subject to truck noise during project construction, with the highest levels of truck traffic
on local roadways occurring during the excavation and concrete placement phases of
project construction. During other phases of construction, project-related truck traffic
would be associated with equipment and supply deliveries, which would require fewer
truck trips. The proposed limited of construction activities to daytime hours of least noise
sensitivity would help reduce potential noise impacts on residents living along the haul
route to a less than significant level.
Page 3-23
Gisler-Red Hill Systam Improvements,Reach B Environmental Thresholds and Discussion
Operation
2. Operation of the upgraded collection system would not generate noise levels above
existing ambient levels in the project vicinity (7.4-11).
This impact is considered less than significant. No mitigation is required. The proposed
Gisler-Red Hill Reach B Project with trunk sewer replacement and manhole rehabilitation
would improve water conveyance facilities located underground. Because of the depth
of burial, noise generated by flows would not be audible, and would not affect ambient
noise levels.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
FSub=X
ew NoSubstantial
bbw fibre Gang.From
Significant SevereReduce Previous
Environmental Issues impact impacts ificant impact Analysis
12. Noise
Would the project result m
a) Exposure ofpemons w orgenemtion ofmse lews in ❑ ❑ ❑
excess of standards established in the local general plan or
nose ordnance,or applicable standards ofother agencies?
b) Exposureofpema toorgenemtionofeuessim ❑ ❑ ❑
gmundbome vintin or gmundbome nose levels?
c) Asubstantialpenna ent increase in ambient nose levee ❑ ❑ ❑
m the project vloin4y above levels existing widwut the project?
d) Asubstantialtempomtympetiodicincreaseinambient ❑ ❑ ❑
noise levels in the project vicr4 above levels existing vAhout
the project?
e) Foraprojealocamdvviftmai Nttlandweplanor, ❑ ❑ ❑
vvhere such a plan has not been adopted,within tuo miles ofa
public airport or public use airpon,wmId the project expose
people residing or vwdang in the pp*ct area to excessive
nose levels?
0 Fora project within the vicindyofa private arsaip,vwuld ❑ ❑ ❑
the project expose people residing orvwdang in the project
area la excessive nose lewls?
No Substantial Change from Previous Analysis. The noise impacts of the Collection
Systems Projects, adequately and fully evaluated in the Final EIR, were determined to be less
than significant or less than significant with mitigation. Implementing the 2014 Gisler-Red Hill
Reach B Project will result in similar noise impacts, and raises no new substantial noise issues.
Noise impacts from the 2014 Reach B Project represent no substantial change from the
previous analysis.
3.1.13 Population and Housing
Environmental Setting
The 1999 Final EIR did not address population and housing for the Collection System Projects,
or for the Gisler-Red Hill Reach B Project in particular, because of the lack of population and
housing impacts that would be experienced. No impacts for population and housing were
therefore noted or analyzed in the EIR.
N Page 3-24
Gisler-Rod Hill System Improvements,Reach B EnWnuannntal nussholds and Discussion
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
Abildyto No Substantial
New Mrre Substantially Change From
Significant Severe Reduce Previous
711ndwe
nvironmental issues fact facts Significant fact Malysis
n/Housing
project
e substantial population growth ia an arca,either ❑ ❑ ❑g.,hyproposmg newhomes and businesses)ore.g,through e#ew=ofroads or otherre)7) space substantial numbers ofexistmg hommg, ❑ ❑ ❑
necessitating the construction oftephcenent housing
elsewhere?
c) Displace substantial numbers ofpeople necessitating the El ❑ ❑
—) huction oforalacement housing elsewhere?
No Substantial Change from Previous Analysis. Implementing the Gisler-Red Hill Reach B
Project under this 2014 proposal will similarly result in no population and housing impacts and
raise no new substantial issues for population and housing. A similar lack of population and
housing impacts for the 2014 proposed project represents no substantial change from the
previous Final EIR analysis.
3.1.14 Public Services
Environmental Setting
The 1999 Final EIR addresses public services and utilities/service systems in a single combined
Section 7.8 entitled Public Services. The current CEQA checklist divides these topics into two
separate sections. The public services covered in the Final EIR will be addressed here. The
utilities and service systems covered in EIR Section 7.8 will be addressed in IS/Addendum
Section 3.1.17.
The Final EIR describes the setting for public services for the individual cities in the OCSD
service area. The public service providers for the cities in which the Gisler-Red Hill Reach B
Project site is located (Tustin and Irvine), and the City of Santa Ana that abuts the project site
are identified as follows:
• Fire Protection and Paramedic Services: Orange County Fire Authority for the Cities of
Tustin, Irvine and Santa Ana (provider confirmed as of 2014).
• Police Protection: Individual City of Irvine, Tustin, and Santa Ana Police Departments
for each respective city(providers confirmed as of 2014).
Fire and police protection for these cities are also provided on a mutual assistance basis
whereby crews from one jurisdictional area would respond to emergencies in adjacent
jurisdictions, if necessary. Ambulance service is provided in most areas by privately-operated
companies.
Schools, parks, and other public facilities (e.g., libraries)were not addressed in the Public
Services Section of the Final EIR since no impacts on these services by the Collection Systems
Projects were anticipated.
N Page 3-25
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Final EIR identified two impacts on public services for the proposed Collection Systems
Projects (pp. 7.8-1, 7.8-2), both considered less than significant with mitigation:
1. Construction of the collection pipeline system could result in short-term disruption of
emergency services in the vicinity of the project area.
Potential impacts to fire, police and emergency medical services from construction of the
Collection Systems Projects are expressed in increased response times due to restricted
vehicular access on roadways. The potential for blocking emergency equipment access
would be avoided through advance planning with emergency vehicle providers. The
potential for increased vandalism in locations where construction equipment and
materials are stored would also be reduced to a less than significant level with
mitigation. EIR Measures 7.8.1a-1c (see IS/Addendum Section 4) mitigate these
potential impacts on public services to less than significant.
2. Construction of the collection system projects would create a public safety hazard in the
vicinity of the construction areas.
Construction of the Gisler-Red Hill Reach B Project would involve trenching within the
public right-of-way. Trench width could range from four to 16 feet. Trench depth is
estimated at approximately 20 feet. The active work area along the open trench is
expected to extend about 5 to 10 feet on one side of the trench, and 20 to 30 feet to the
other side, allowing for access by trucks and loaders. Other construction activities for the
Gisler-Red Hill Project include open manholes during manhole rehabilitation. The
potential for persons to enter the construction areas during construction could represent
a public safety hazard. EIR Measures 7.8.2a-2c together with Measure 7.8.1 c
addressing trench openings (see IS/Addendum Section 4) mitigate these potential
impacts on public services to less than significant.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Ability to No Substantial
New bore Substantially Change From
Significant Severe Reduce Previous
Environmental Issues hnpact Impacts Significant Impact Analysis
14. Public Services
Would the project result in substantial adverse physical urgacts associated with the provision ofneworphysicafiyalered
governmental facilities,need for neworphysicafiyaltered governmental facilities,the construction ofwhich could cause
significant environmental nursers,in order to maintain accep(eble service ratios,response lines or other perfomunce
objectives for any ofthe public services:
a) Fire Protection? ❑ ❑ ❑
b) Police Protection? ❑ ❑ ❑
c) Schools? ❑ ❑ ❑ El
d) Pane? ❑ ❑ ❑
e) Otherpublic facilPies? ❑ ❑ ❑
No Substantial Change from Previous Analysis. Public service impacts of the 1999 Strategic
Plan Collection System Projects were adequately and fully evaluated in the Final EIR. Only
short-term impacts during construction were identified as potential public service impacts, and
mitigation was incorporated to reduce these impacts to less than significant with mitigation.
N Page 3-26
Gisler-Red Hill Systam Improvements,Reach B Environmental Thresholds and Discussion
Implementing the Gisler-Red Hill Reach B Project improvements under this 2014 proposal will
similarly result in no unmitigated public service impacts and raise no new substantial issues for
public services. Public service impacts from the 2014 proposed project represent no substantial
change from the previous Final EIR analysis.
3.1.15 Recreation
Environmental Setting
The 1999 Final EIR did not address recreation for the Collection System Projects, or for the
Gisler-Red Hill Reach B Project in particular, because of the lack of recreation impacts that
would be experienced. No impacts for recreation were therefore noted or analyzed in the EIR.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
bLwPbilityto No Substantial
New bbre Substantially Change From
Significant Severe Reduce Previous
Environmental Issues impact impacts Significant Impact Analysis
7h) rX�s
n
d the pmjcct inmase the use mexetmg ❑ ❑ ❑
od and m*mlpada mother recreational facilities
ubstantel physical deterioration ofthe facd6ywould
accelerated?
the project include recreational facilities orrequue ❑ ❑ ❑
the construction or expansion oftecreational facilities,which
night haw an adverse physicaleffect on the environarcm?
No Substantial Change from Previous Analysis. Implementing the Gisler-Red Hill Reach B
Project under this 2014 proposal will similarly result in no recreation impacts and raise no new
substantial issues for recreation. A similar lack of recreation impacts for the 2014 proposed
project represents no substantial change from the previous Final EIR analysis.
3.1.16 Transportation/Traffic
Environmental Setting
The 1999 Final EIR, Section 7.2 addresses transportation and traffic setting. The limits for the
1999 Gisler-Red Hill Reach B Project extended from Deere Avenue on the south to Mitchell
Avenue on the north. Current project limits begin slightly further south at McGaw Avenue (see
Figure 3). Red Hill Avenue, an arterial highway, extends the length of the project area within the
Cities of Tustin, Santa Ana and Irvine. Red Hill Avenue, a six-lane roadway in 1999 within the
project limits, traverses residential, office-professional, commercial, light industrial, and
institutional uses abutting Red Hill Avenue. Red Hill now has: 1)4 southbound lanes between
Deere Avenue and 70 feet north of Barranca Parkway; and 2)4 northbound lanes between 500
feet south of Barranca to 500 feet north of Barranca. Larger intersections are controlled with
traffic signals. OCTA buses provide service at bus stops along Red Hill Avenue.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
Applicable Plans, Ordinances or Policies Establishing Measures of Effectiveness for the
Performance of the Circulation System
The EIR found that construction activities during trenching in City streets for Strategic Plan
Collection System Projects in general would impact traffic circulation during the construction
N Page 3-27
Gisle Rod Hill System Improvements,Reach B EnWnuunental M sholds and Discussion
period. Increased travel times, greater traffic congestion, and safety hazards due to operation
and storage of construction equipment and materials would affect motorists, bicyclists, and
pedestrians. The 1999 roadway width was deemed sufficient to accommodate trench
construction methods with traffic controlled by localized lane closures. Transportation and traffic
mitigation measures were also included in the EIR(Mitigation Measures 7.2-la-1 k, listed in
IS/Addendum Section 4), to reduce short-term impacts from construction activities on
transportation and traffic to less than significant with mitigation.
The EIR also indicated that during manhole rehabilitation projects, limited lane closures would
be required but that no road closures were anticipated. Construction equipment was expected
to consist of one or two utility trucks parked over the manhole in the street. The nature of this
construction work would be short-term, occurring over a period of a few days. Construction
activities would follow standard operating procedures and OCSD construction specifications.
Construction impacts on circulation during manhole rehabilitation (e.g., short-term lane closures)
were determined to be less than significant.
The EIR addressed truck trips associated with removed pavement, excavated soil, and imported
backfill. Construction worker trips were also addressed. The Gisler-Red Hill Reach B Project
individually was not expected to result in an impact on the level-of-service standards on nearby
roadways or highways. No impact was identified.
Air Traffic Patterns
No increase or change in air traffic would occur as a result of Gisler-Red Hill Reach B
improvements. No impact was identified.
Hazards due to a Design Feature (e.g., sharp curves or dangerous intersections) or
Incompatible uses (e.g., farm equipment)
The EIR did not indicate any design feature of the Gisler-Red Hill Reach B Project that would
increase hazards for vehicular circulation or access to the site. No element of the project was
identified that would involve design changes to existing roadways or intersections that created
hazards to motor vehicles, bicyclists, and/or pedestrians. No impact would occur.
Parking Capacity
The Gisler-Red Hill Reach B Project would not have an effect on parking capacity because the
improvements would not result in a permanent, significant increase in vehicular use of the
project site or within the project area. No impact was identified.
Potential Conflict with Adopted Policies, Plans or Programs supporting Alternative
Transportation (e.g. bus turnouts, bicycle racks)
The EIR indicated that construction along Red Hill Avenue could impact OCTA bus service.
Excavation along Red Hill was anticipated to create temporary short-term inconveniences and
nuisances for bus riders, as well as motorists, bicyclists, and pedestrians. Transportation and
traffic mitigation measures 7.2-1 a-1 k, listed in IS/Addendum Section 4, were identified in the
EIR to reduce short-term impacts from construction activities on transportation and traffic to less
than significant with mitigation. These same mitigation would also reduce inconveniences and
nuisances for bus riders, bicyclists, and pedestrians. Measure 7.2-1j: OCTA Coordination
specifically deals with disruption of bus service, and requires that OCTA be contacted when
construction affects roadways that are part of the OCTA bus network.
N Page 3-28
Gisler-Red Hill System Improvements,Reach B Environmental Thresholds and Discussion
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Ability to No Substantial
Sig=New bore Substantially Change From
ant Severe Reduce Previous
Environmental Issues impact Impacts Significant Impact Aralysis
i6. Transportation/Traffic
Would the project
a) Confictwilh anappficable plan, ordmanceorpolicy ❑ ❑ ❑
establshmg measures ofetkctiwness forihe perfomunce of
the circulation system,taking into account afl modes of
transportation including mass transit and non-motorized trawl
and relevant components ofthe circulation system,including
bun not fmWed n intersections,streets,highways and
fieemys,pedestrian and bicycle paths,and mass transit?
b) Conflict with an applicable congestion management ❑ ❑ ❑ E
program,including,but not fmrded to level ofservice standards
and travel demand measures,or other standards established
by the county congestion management agency firzdesignated
roads or highways?
c) Resin in a change in art traffic patients,including either ❑ ❑ ❑ E
an increase in traflic levels ora change in location that results
It substantial safetyrislS?
d) Subsbrnindy nt ease hazards due to a design tature ❑ ❑ ❑ E
(e.g,sharp curves or dangerous intersections)or mconyatble
was(e.g.,fmmequipment)?
e) Resukmmadequanemergencyaccess? ❑ ❑ ❑ E
t) Conflict Willi adopted policies,plans orprogmns ❑ ❑ ❑ E
regarding public tnm4 bicycle,orpedestdan facilb s,cr
otherwise decrease the perfiumanc,or saEtyofsueh
fic&60 ?
No Substantial Change from Previous Analysis. The transportation/traffic impacts of the
Gisler-Red Hill Reach B Project were evaluated in the 1999 Final EIR. The Final EIR identified
two transportation/traffic impacts for the 1999 Strategic Plan collection system improvements as
a whole:
1) Less the Significant with Mitigation: Construction activities during trenching in city
streets will impact traffic circulation during the construction period. Mitigation measures
7.2.1a—7.2.1 k were provided in the EIR to maintain this impact at a less than significant
level. These same mitigation measures will apply to the 2014 Gisler-Red Hill Reach B
Project.
2) Less than Significant: Construction impacts on circulation from construction activities
during manhole rehabilitation were identified as less than significant.
Implementation of the 2014 Gisler-Red Hill Reach B Project will result in similar impacts for
transportation and traffic, and will raise no new substantial issues. Transportation/traffic impacts
from the 2014 Gisler-Red Hill Reach B project represent no substantial change from the
previous analysis.
N Page 3-29
Gisler-Red Hill Syslem Improvements,Reach B Envinu mental nussholds and Discussion
3.1.17 Utilities and Service Systems
Environmental Setting
The 1999 Final EIR addresses utilities/service systems and public services in a single combined
Section 7.8 entitled Public Services. The current CECA checklist divides these topics into two
separate sections. The utility and service systems covered in the Final EIR will be addressed
here. The public services covered in EIR Section 7.8 are addressed in IS/Addendum Section
3.1.14.
The Final EIR describes the setting for utility and service systems for the OCSD service area.
The Collection Systems Projects are described as being constructed adjacent to and
perpendicular to existing underground and aboveground utilities. These utilities include water
service, storm drains, and aboveground and underground gas and electric power lines. Utility
providers for the Gisler-Red Hill Reach B Project site are as follows:
• Water Service: Irvine Ranch Water District in the City of Irvine; City of Tustin and
Metropolitan Water District(MWD)for the City of Tustin; and City of Santa Ana and
MWD for the City of Santa Ana.
• Storm Drains: Owned and maintained by the three individual cities (Irvine, Tustin, and
Santa Ana) in which the Gisler-Red Hill Reach B Project site is located. These municipal
storm drains eventually drain into County flood control channels owned and maintained
by OCFCD.
• Electrical and gas transmission lines: owned and operated by Southern California
Edison and the Southern California Gas Company, respectively.
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
The Final EIR identified one impact on utilities and service systems for the proposed Collection
Systems Projects (pp. 7.8-4), considered less than significant with mitigation:
1. Construction of the collection pipeline system could result in short-term disruption of
utility service and may require utilities relocation.
EIR Measures 7.8.3a-3d (see IS/Addendum Section 4) mitigate this potential impact
on utilities and service systems to less than significant. No operational impacts were
identified.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
New Abdityto No Substantial
New bore Substantially Change From
Significant Severe Reduce Previous
Environtrentallssues Impact Impacts Significantlmpact Analysis
17. Utilities/Service Systems
06 Rbuld the project
a) Fmeedaastewoterheatm:ntrequfiementsofthe ❑ ❑ ❑
applicable Regional water Quality ControlBmid?
b) Require orresultm the conctructionofnewwateror ❑ ❑ ❑
wastewetertreatment facilities or expansion ofemfing
faoffies,the construction ofwhich could cause sindicant
envuomromal efkim?
N Page 3-30
Gisler-Red Hill Systam Improvements,Reach B Environmental nussholds and Discussion
New Abditym No Substantial
I+w fibre Substantially Change From
ant Severe Reduce Previous
Environmentallssues hrmac[ Mpacis Significant Impact Analysis
c) Requite orresult m the conswc[ion ofnewstortn Hater ❑ ❑ ❑ ❑
drainage mctees or expansion ofexs[mg mc�lites,the
canshnction ofwhich could cause significant enviromnenml
effects?
d) Have sudden[wady suppler avatabe to serve the ❑ ❑ ❑
project fiom existing entitements and resources,or are newot
expanded entitlements needed?
e) Resukmadetem-inationbythexasteaaterheafirm[ ❑ ❑ ❑
provider,which serves of rmyseive the project that it has
adequate capacity to serve the projects projected demand in
addition to the provider's existing corna*wnts?
0 Be served by a landfll with sufficient pemriked capacity 0 ❑ El ❑
accomm�date the project's solid waste disposal needs?
g) Conhplyd Edeml,smw,and local smmres and ❑ ❑ ❑ 2
regulations related m solid waste?
No Substantial Change from Previous Analysis. Utilities and service systems impacts of the
1999 Strategic Plan Collection System Projects were adequately and fully evaluated in the Final
EIR. Only one short-term impact during construction was identified as a potential utilities and
service systems impact, and mitigation was incorporated to reduce this impact to less than
significant with mitigation. Implementing the Gisler-Red Hill Reach B Project improvements
under this 2014 proposal will similarly result in no unmitigated utilities and service systems
impacts and raise no new substantial issues for utilities and service systems. Utilities and
service systems impacts from the 2014 proposed Gisler-Red Hill Reach B Project represent no
substantial change from the previous Final EIR analysis.
3.1.18 Mandatory Findings of Significance
Summary of Final EIR Analysis for Gisler-Red Hill Reach B Project
a) Does the project have the potential to degrade the quality of the environment,
substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife
population to drop below self-sustaining levels, threaten to eliminate a plant or animal
community, reduce the number or restrict the range of a rare or endangered plant or
animal, or eliminate important examples of the major periods of California history or
prehistory?
All impacts associated with the Collection Systems Projects as a whole were fully identified and
reduced to less than significant with mitigation, where appropriate, in the Final EIR. The Collection
Systems Projects would not degrade the quality of the environment, substantially reduce the habitat
of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels,
threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare
or endangered plant or animal, or eliminate important examples of the major periods of CaI'Ifomia
history or prehistory. Therefore, all impacts for this CEQA threshold associated with the Collection
Systems Projects as a whole, and for the Gisler-Red Hill Reach B Project individually, would be
either less than significant, or less than significant with mitigation.
N Page 3-31
Gisler-Red Hill system Improvements,Reach B Environmental Thresholds and Discussion
b) Does the project have impacts that are individually limited, but cumulatively
considerable? ("Cumulatively considerable" means that the incremental effects of a
project are considerable when viewed in connection with the effects of past projects,
the effects of other current projects, and the effects of probable future projects.)
All impacts associated with the Collection Systems Projects have been fully identified in the
Final EIR. No impacts have been identified that would be cumulatively considerable after
mitigation. Measure 7.11-1a addressing construction coordination with Orange County, and
various city public works and planning departments, and other local agencies; and Measure
7.11-1 b addressing recycling will reduce potential cumulative impacts from the Collection
Systems Projects for these two areas. (See IS/Addendum Section 4 for a complete listing of
Mitigation Measures.) Therefore, cumulative impacts would be less than significant.
c) Does the project have environmental effects,which will cause substantial adverse
effects on human beings, either directly or indirectly?
No environmental effects or unmitigated impacts from the Collection Systems Projects as a
whole or the Gisler-Red Hill Reach B Project individually would occur that would cause
substantial adverse effects on human beings, either directly or indirectly.
2014 Gisler-Red Hill Reach B Project Discussion and Conclusions
NswAbilityto So Substautial
Now Nbre Substantially Change From
"guificam Severe Reduce Previous
Environmental Issues >ac[ hwacts sigoidcan[hnpact Analysis
76. !M..daltwry Findings of Significance
esthelampahaw th potentalto degrade the qual'tyof ❑ ❑ ❑ E
ohsnem substmrtiatyrerh ce dw habitatofa fish orw7ld�
species,cause a fsh or
population to drop bebwsel€
sustanmg levels,beaten 0 eliminate a plant oranurel
co memdy,reduce the nuriberorreshctt a range ofa rare or
endangered plvaoraturaL oretindate inporarht examples ofthe
rrejorpedods ofCaWma hsroryorprehstm}R
b) Does the project haw ixipacls thatme iahvrlallylinded,but ❑ ❑ ❑ E
amulativ*oonsiderable? ('Clhnutatnelycaatlemble"means
dmt the merenenalefets ofa frojeaa[e considerable when
viewed n connecti n vAh the effects ofpastpr*as,the e&eb of
atheramentiau em,andthe efEcts ofprobable thhse projects.)
c) IbesLis i;ahave emionmenalefEcts,which vd cause ❑ ❑ ❑ E
substantial adverse of cis on hurranbeings,edherduealyor
adireayl
No Substantial Change from Previous Analysis. The impacts of development of the
Collection Systems Projects were evaluated in the Final EIR. A single Final EIR biological
resource impact for the Collection Systems Projects was identified and determined to be less
than significant with mitigation. A supplemental biological resource study for the Gisler-Red Hill
Reach B Project was conducted as part of this IS/Addendum to satisfy the additional CEQA
review requirement imposed by Final EIR Mitigation Measure 7.3-1. An evaluation in the
supplemental study of potential biological resource impacts on the unpaved area now to be
affected indicate that implementing the Gisler-Red Hill Reach B improvements under the 2014
proposal will result in no new impacts on biological resources and that Final EIR biological
resource mitigation is sufficient to maintain impacts at a less than significant level.
N Page 3-32
Gisle Rod Hill System Improvements,Reach B Envhonmental M sholds and Discussion
The proposed 2014 Gisler-Red Hill Reach B Project will have no cumulatively considerable or
substantially adverse impacts in any category. The proposed 2014 Gisler-Red Hill Reach B
Project does not raise any new substantial issues, nor would it result in any new impacts or
increase the severity of impacts identified in the Final EIR. Impacts from the 2014 Gisler-Red
Hill Reach B Project result in no substantial change from the previous analysis detailed in the
Final EIR.
Page 3-33
Gisler-Red Hill System Improvements,Reach B Mitigation Measures
4.0 MITIGATION MEASURES
A listing of mitigation measures from the Final EIR that apply to the Gisler-Red Hill System
Improvements Project, Reach B is presented below.
BIOLOGY
Measure 6.3-1: Nesting Birds. Prior to the removal of healthy trees on site, a biologist
knowledgeable of birds will survey the trees to determine if active nests are present. If nests of
sensitive species are present, tree removal will be scheduled to avoid the nesting season.
Measure 7.3-1: Additional CEQA Review. If in the future, as OCSD develops the design of
each specific collection system project for implementation, a project alignment includes
unpaved, undeveloped park or open space area, OCSD will conduct additional CEQA review as
needed to clarify and address potential impacts to biological resources.
LAND USE
Measure 7.1-1a: Construction Hours.The District will comply with local ordinances and
restrict construction activities to daylight hours or as specified in encroachment permits.
Measure 7.1-1 b: Construction Notification. The District shall post notices or provide
notification of construction activities to adjacent property owners (including homeowners and
adjacent businesses) at least 72 hours in advance of construction and provide a contact and
phone number of a District staff person to be contacted regarding questions or concerns about
construction activity.
Measure 7.1-1c: Emergency Services Access. The District shall coordinate with officials of
adjacent fire station, the Fountain Valley Regional Hospital as well as other hospital to ensure
that 24-hour emergency access is available.
Measure 7.1-1d: Covered Trenches. To minimize disruption of access to driveways to
adjacent land uses, the District or its contractor(s) shall maintain steel-trench plates at the
construction sites to restore access across open trenches. Construction trenches in streets will
not be left open after work hours.
Measure 7.1-1e: Signage. The District shall provide temporary signage indicating that
businesses are open.
TRAFFIC
Measure 7.2-1a: Traffic Control Plans.Traffic control plans will be prepared by a qualified
professional engineer, prior to the construction phase of each sewer line project as
implementation proceeds.
Measure 7.2-1 b: Alternative Routes. Traffic control plans will consider the ability of alternative
routes to carry additional traffic and identify the least disruptive hours of construction site truck
access routes, and the type and location of warning signs, lights and other traffic control
devices. Consideration will be given to maintaining access to commercial parking lots, private
driveways and sidewalks, bikeways and equestrian trails, to the greatest extent feasible.
Measure 7.2-1c: Encroachment Permits. Encroachment permits for all work within public
rights-of-way will be obtained from each involved agency prior to commencement of any
construction. Agencies involved include Caltrans, the Orange County Planning and
N Page 4-1
Gisler-Rod Hill System Improvements,Reach B Mitigation Measures
Development Services (PDS) (Development Services Section)and the various cities where
work will occur. The District will comply with traffic control requirements, as identified by
Caltrans and the affected local jurisdictions.
Measure 7.2-1d: Traffic Control Plans. Traffic control plans will comply with the Work Area
Traffic Control Handbook and/or the Manual of Traffic Controls as determined by each affected
local agency, to minimize any traffic and pedestrian hazards that exist during project
construction.
Measure 7.2-1e: Traffic Disruption Avoidance. The construction technique for the
implementation of the proposed sewer lines, such as tunneling, cut and cover with partial street
closure, or cut and cover with full street closure, shall include consideration of the ability of the
roadway system, both the street in question and alternate routes, to carry existing traffic
volumes during project construction. If necessary, adjacent parallel streets will be selected as
alternate alignments for the proposed sewer improvements. As required by local jurisdictions,
trunk sewers will be jacked under select major intersections, to avoid traffic disruption and
congestion.
Measure 7.2-1f: Street Closure. Public streets will generally be kept operational during
construction, particularly in the morning and evening peak hours of traffic. Lane closures will be
minimized during peak traffic hours.
Measure 7.2-1g: Roadway Restoration. Public roadways will be restored to a condition
mutually agreed to between the District and local jurisdictions prior to construction.
Measure 7.2-1 h: Sewer Construction Coordination. The Districts will attempt to schedule
construction of relief facilities to occur jointly with other public works projects already planned in
the affected locations, through careful coordination with all local agencies involved.
Measure 7.2-1 is Emergency Services. Emergency service purveyors will be contacted and
consulted to preclude the creation of unnecessary traffic bottlenecks that will seriously impede
response times. Additionally, measures to provide an adequate level of access to private
properties shall be maintained to allow delivery of emergency services.
Measure 7.2-1j: OCTA Coordination. OCTA will be contacted when construction affects
roadways that are part of the OCTA bus network.
Measure 7.2-1 k: Railroad Encroachment Procedures. This measure is applicable to the
following collection systems improvements: Lower Santa Ana River Interceptor Improvements,
Newhope-Placentia Trunk Replacement, and Gisler-Redhill System Improvements—B. To
reduce impacts to railroad rights-of-way, the District is required to follow the Right-of-Way
Encroachment Approval Procedures— SCRRA Form No. 36. The procedures for temporary
encroachment calls for 1)the submittal of a written statement on the reason and location of the
encroachment; 2)a completed and executed SCRRA Form No. 6, Right-of-Entry Agreement; 3)
plan check, inspection, and flagging fees; and 4) insurance certificates as described in the
Right-of-Entry Agreement. Per SCRRA Form No. 6, the District must comply with the rules and
regulations of this agreement at all times when working on SCRRA property, including those
outlined in the "Rules and Requirements for Construction at Railway Property, SCRRA Form
No. 37" and General Safety Regulations for Construction / Maintenance Activity on Railway
Property'.
N Page 4-2
Gisler-Rod Hill System Improvements,Reach B Mitigation Measures
Measure 7.2-11: Trails and Bikeways. Short term construction impacts and closures to locally
designated trails and bikeways, as found in the County's Master Plan of Regional Riding and
Hiking Trails (RRHT) and Commuter Bikeways Strategic Plan (CBSP), shall be mitigated with
detours, signage, flagmen and reconstruction as appropriate. Long term impacts such as
permanent trail link closures should be mitigated with provisions for new rights-of-way for trails
and/or bikeways and reconstruction.
Measure 7.2-1m: County of Orange Coordination. Any construction plans that could
potentially impact regional riding and hiking trails or Class I bikeways shall be submitted to the
County's Division of Harbors, Beaches and Parks/Trails Planning and Implementation for review
and approval prior to project construction activities.
Measure 7.2-1n: Trails Restoration. Regional Riding and Hiking Trails and Class I Bikeways
impacted by construction activities shall be restored to their original condition after project
construction.
NOISE
Measure 7.4-1a: Hours of Construction. Construction activities shall be limited to between the
hours of 7:30 a.m. and 5:30 p.m. and as necessary to comply with local ordinances. Any
nighttime or weekend construction activities would be subject to local permitting.
Measure 7.4-1b: Noise Control. All equipment used during construction shall be muffled and
maintained in good operating condition. All internal combustion engine driven equipment shall
be fitted with intake and exhaust mufflers that are in good condition.
Measure 7.4-1c: Pile-Driving Noise Reduction. Contractors shall use vibratory pile drivers
instead of conventional pile drivers where feasible and effective in reducing impact noise from
shoring of jack-pit locations in close proximity to residential areas, where applicable.
Measure 7.4-1d: Construction Notification. Sensitive receptors affected by pipeline
replacement projects, and manhole rehabilitation activities shall be notified concerning the
project timing and construction schedule, and shall be provided with a phone number to call with
questions or complaints.
AIR QUALITY
Measure 7.5-1a: Dust Control. The District shall require the contractors to implement a dust
abatement program that would reduce fugitive dust generation to lessen impacts to nearby
sensitive receptors. The dust abatement program could include the following measures:
• Water all active construction sites at least twice daily.
• Cover all trucks having soil, sand, or other loose material or require all trucks to maintain
at least two feet of freeboard.
• Apply water as necessary, or apply non-toxic soil stabilizers on all unpaved access
roads, parking areas and staging areas at construction sites.
• Sweep daily(with water sweepers)all paved access roads, parking areas and staging
areas at construction sites.
• Sweep daily(with water sweepers) if visible soil material is carried into adjacent streets.
• Water twice daily or apply non-toxic soil binders to exposed soil stockpiles.
• Limit traffic speeds on unpaved roads to 15 mph.
N Page 4-3
Gisler-Rod Hill System Improvements,Reach B Mitigation Measures
Measure 7.5-1b: Exhaust Emissions. Contractors shall maintain equipment engines in proper
working order and operate construction equipment so as to minimize exhaust emissions. Such
equipment shall not be operated during first or second stage smog alerts.
Measure 7.5-1c: Truck Emissions Reductions. During construction, trucks and vehicles in
loading or unloading queues shall be kept with their engines off, when not in use, to reduce
vehicle emissions. Construction activities shall be discontinued during second-stage smog
alerts.
GEOLOGY
Measure 7.6-1a: Seismic Safety. The District will design and construct new facilities in
accordance with District seismic standards and/or meet or exceed seismic, design standards in
the most recent edition of the California Building Code.
Measure 7.6-1 b: Soils Survey. Soils surveys shall be conducted to determine the liquefaction
potential along the collection system improvements route.
HYDROLOGY
Measure 7.7-1a: Contractor BMPs. Construction contractors will implement Best Management
Practices to prevent erosion and sedimentation to avoid significant adverse impacts to surface
water quality.
Measure 7.7-1b: Storm Season Restrictions. In addition, open-trench installation of pipelines
across open drainage channels and the interplant connector shall be limited to the dry season.
Measure 7.7-1e: County of Orange Coordination.The District shall coordinate with the
Orange County Public Facilities and Resources Department(Orange County Flood Control
District) Planning Section to ensure compatibility and joint use feasibility with existing and future
projects.
Measure 7.7-1d: Waterway Protection. The District shall incorporate into contract
specifications the requirement that the contractor(s) enforce strict on-site handling rules to keep
construction and maintenance materials out of receiving waters. The rules will include measures
to:
• Store all reserve fuel supplies only within the confines of a designated construction
staging area.
• Refuel equipment only within designated construction staging area.
• Regularly inspect all construction vehicles for leaks.
Measure 7.7-1e: Spill Prevention. The District shall incorporate into contract specifications the
requirement that the contractor(s) prepare a Spill Prevention, Control, and Countermeasure
Plan. The plan would include measures to be taken in the event of an accidental spill.
Measure 7.7-1f: Spill Containment. The District shall incorporate into contract specifications
the requirement that the construction staging areas be designed to contain contaminants such
as oil, grease, and fuel products so that they do not drain towards receiving waters or storm
drain inlets. If heavy duty construction equipment is stored overnight adjacent to a potential
receiving water, drip pans will be placed beneath the machinery engine block and hydraulic
systems.
N Page 4-4
Gisler-Rod Hill System Improvements,Reach B Mitigation Measures
Measure 7.7-1g: Flood Control Facilities. The District will contact the Orange County Flood
Control District prior to excavation activities involved with the construction of the interplant
connector to ensure the integrity of the flood control system along the Santa Ana River.
PUBLIC SERVICES
Measure 7.8-1 a: Traffic Control Plan Notifications. The contractor shall provide a copy of the
Traffic Control Plan to the Sheriffs Department local police departments and fire departments
prior to construction. The District shall provide 72-hour notice of construction to the local service
providers of individual pipeline segments.
Measure 7.8-1b: Emergency Facility Access. Access to fire stations and emergency medical
facilities must be maintained on a 24-hour basis and at least one access to medical facilities
shall be available at any one time during construction. The District shall notify appropriate
officials at the impacted medical facility regarding construction schedule.
Measure 7.8-1c: Trench Openings.Trenches shall be promptly backfilled after pipeline
installation. If installation is incomplete, steel trench plates shall be used to cover open trenches.
Measure 7.8-2a: Pedestrian Safety. Construction contractors shall ensure that adequate
barriers would be established to prevent pedestrians from entering open trenches of an active
construction area. Warnings shall also be posted sufficient distances from the work area to
allow pedestrians to cross the street at controlled intersections rather than having to jaywalk.
Measure 7.8-2b: Equipment Security. Construction contractors shall be responsible for
providing appropriate security measures, including the provision of security guards, for all
equipment staging and/or storage areas needed for the project.
Measure 7.8-2c: Construction Refuse. Construction contractors shall dispose of construction
refuse at approved disposal locations. Contractors shall not be permitted to dispose of
construction debris in residential or business containers.
Measure 7.83a: Utility Search. A detailed study identifying utilities along the pipeline routes
shall be conducted during the design stages of the project. For segments with adverse impacts
the following mitigations shall be implemented.
• Utility excavation or encroachment permits shall be required from the appropriate
agencies. These permits include measures to minimize utility disruption. The District and
its contractors shall comply with permit conditions and such conditions shall be included
in construction contract specifications.
• Utility locations shall be verified through field survey.
• Detailed specifications shall be prepared as part of the design plans to include
procedures for the excavation, support, and fill of areas around utility cables and pipes.
All affected utility services would be notified of the District's construction plans and
schedule. Arrangements shall be made with these entities regarding protection,
relocation, or temporary disconnection of services.
Measure 7.83b: Utility Conflicts. In order to reduce potential impacts associated with utility
conflicts, the following measures should be implemented in conjunction with 7.8-3a.
• Disconnected cables and lines would be promptly reconnected.
• The District shall observe Department of Health Services (DHS)standards which require
a 10-foot horizontal separation between parallel sewer and water mains; (2)one foot
vertical separation between perpendicular water and sewer line crossings. In the event
N Page 4-5
Gisler-Rod Hill System Improvements,Reach B Mitigation Measures
that the separation requirements cannot be maintained, the District shall obtain DHS
variance through provisions of water encasement, or other means deemed suitable by
DHS; and (3)encasing water mains in protective sleeves where a new sewer force main
crosses under or over an existing sewer main.
Measure 7.8-3c: Protect Utilities. The construction contractor shall comply with District
requirements and specification to protect existing utility lines.
Measure 7.8-3d: Agency Coordination. The District should coordinate with the Orange County
Public Facilities Resources Department, Orange County Flood Control District, Planning
Section, Metropolitan Water District of Southern California, Municipal Water District of Orange
County, Coastal Municipal Water District, and Orange County Water District, and affected
jurisdictions to ensure compatibility and joint use feasibility with existing future projects.
Measure 7.8-3e: Identify Abandoned Oil Wells. Prior to construction, the District shall identify
existing and abandoned oil production wells within the project area using the California
Department of Conservation, Division of Oil, Gas, and Geothermal Resources (DOGGR),
District 1 well location maps. Access to identified non-abandoned oil wells will be maintained.
Previously abandoned wells identified beneath proposed structures or utility corridors may need
to be plugged to current DOGGR specifications including adequate gas venting systems.
Measure 7.83f: Abandon Wells. Should construction activities uncover previously unidentified
oil production wells, the DOGGR will be notified, and the well will be abandoned following
DOGGR specifications for well abandonment.
AESTHETICS
Measure 7.9-1a: Construction Site Restoration. The District shall ensure that its contractors
restore disturbed areas along the pipe line alignment to a condition mutually agreed to between
the District and local jurisdictions prior to construction such that short-term construction
disturbance does not result in long-term visual impacts.
Measure 7.9-1 b: Construction Housekeeping. Construction contractors shall be required to
keep construction and staging areas orderly, free of trash and debris.
CULTURAL RESOURCES
Measure 7.10.1: Archaeological Surveys. During project design, within the area of the 6
recorded archaeological sites within proposed project alignments, a qualified archaeologist shall
conduct a subsurface testing program to determine whether intact significant deposits exist in
the excavation area. Shall testing indicate that areas of significant deposits do exist, the
deposits would be preserved in place, if feasible. If preservation in place is not feasible, a Data
Recovery Plan would be prepared to address the removal of those deposits and would be
implemented before the beginning of construction. The Plan would define how and when
mechanical and manual excavation would be conducted, the anticipated volume of recovered
soils, artifact analysis, cataloging and curation, and monitoring and reporting requirements. For
the three sites where human remains have been recorded (CAORA-85, CA-ORA-87, and CA-
ORO-300), the District would enter into a written agreement between an archaeological
consultant, to be retained by the District, and a Native American representative prior to
construction in the vicinity of these sites. This agreement would specify terms as to the
treatment and disposition of the human remains, and shall define "associated burial goods"with
reference to Public Resources Code Sections 5097.94, 5097.98, and 5097.99 and Health and
Safety Code Section 7050.5.
N Page 4-6
Gisler-Rod Hill System Improvements,Reach B Mitigation Measures
Measure 7.10.2a: Archaeological Resources. Subsurface construction has a low to very high
potential for exposing significant subsurface cultural resources. Due to the likelihood of
encountering cultural resources, the District shall implement the following prior to project
construction:
• Language shall be included in the General Specifications section of any subsurface
construction contracts alerting the contractor to the potential for subsurface cultural
resources and trespassing on known or potential resources adjacent to the project.
• Prior to construction, contractors and District staff will receive an archaeological
orientation from a professional archaeologist regarding the types of resources which
may be uncovered and how to identify these resources during construction activities.
The orientation shall also cover procedures to follow in the case of any archaeological
discovery.
Measure 7.10.2b: Cultural Resources. If cultural resources are encountered at any time
during project excavation, construction personnel would avoid altering these materials and their
context until a qualified archaeologist has evaluated the situation. Project personnel would not
collect or retain cultural resources. Prehistoric resources include, but are not limited to, chart or
obsidian flakes, projectile points, mortars, and pestles; and dark, friable soil containing shell and
bone, dietary debris, heat-affected rock, or human burials. Historic resources include stone or
adobe foundations or walls; structures and remains with square nails; and refuse deposits
(glass, metal, wood, ceramics), often found in old wells and privies.
Measure 7.10.2c: Human Remains Alert. In the event of accidental discovery or recognition of
any human remains, the County Coroner would be notified immediately and construction
activities shall be halted. If the remains are found to be Native American, the Native American
Heritage Commission would be notified within 24 hours. Guidelines of the Native American
Heritage Commission shall be adhered to in the treatment and disposition of the remains.
CUMULATIVE
Measure 7.11-1 a: Coordinate Construction. The District will continue to Coordinate
construction activities with the county and city public works and planning departments and other
local agencies to identify overlapping pipeline routes, project areas, and construction schedules.
To the extent feasible, construction activities shall be coordinated to consolidate the occurrence
of short-term construction-related impacts.
Measure 7.11.1b: Recycling. To reduce cumulative impacts related to solid waste, the District
shall make all practicable efforts to recycle where feasible.
N Page 4-7
Gisle Red Hill System Improvements,Reach B References
5.0 REFERENCES
Hard-copy materials from the following list of references are available for review at OCSD
offices, 10844 Ellis Avenue, Fountain Valley, California 92708. To make arrangements to
review any of the materials listed below during regular business hours, please contact Hardat
Khublall at 714-962-2411.
OCSD. 1999. Strategic Plan Final Environmental Impact Report, Orange County, California.
October.
Tustin, City of. 2012. City of Tustin General Plan Noise Element. November 20.
Page 5-1
Gisler-Red HIII System Improvements,Reach B Llst olPreWrers
6.0 LIST OF PREPARERS
Tetra Tech—Consultant
17885 Von Karman Avenue, Suite 500
Irvine, CA 92614-6213
Phone: 949-809-5000
Fax: 949-809-5004
Project Manager..............................................................................................Tom Epperson. P.E.
Project Engineer ......................................................................................Laurence Esguerra, P.E.
Design Engineer................................................................................................ Molly Jewett, P.E.
Environmental Task Lead ............................................................................ Emilie Johnson, AICP
Word Processor/Document Control..................................................................... DeeAnna Garcia
CAD/Graphics............................................................................................................Rick Ikemoto
OPage 6-1
Gisler-Red Hill System Improvements,Reach B Figures
FIGURES
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Gisler-Red Hill System Improvements,Reach B AppentlirA
APPENDIX A
AIR QUALITY AND GREENHOUSE GAS TECHNICAL REPORT
GISLER-RED HILL SYSTEM IMPROVEMENTS
PROJECT, REACH B
AIR QUALITY AND GREENHOUSE GAS
TECHNICAL REPORT
Prepared for:
Am
Orange County Sanitation District
10844 Ellis Ave, Fountain Valley,CA 92708
Prepared by:
N
Tetra Tech, Inc.
17885 Von Kannan Avenue, Suite 500
Irvine, CA 92614-6213
October 2014
Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
TABLE OF CONTENTS
1. EXECUTIVE SUMMARY...............................................................................................1
1.1 Findings....................................................................................................................1
2. DESCRIPTION OF PROJECT........................................................................................1
2.1 Purpose.....................................................................................................................1
2.2 Site Location............................................................................................................1
2.3 Project Description...................................................................................................3
2.4 Existing Air Quality.................................................................................................3
2.5 Air Pollutant Constituents and Attainment Status...................................................6
2.5.1 Ozone...........................................................................................................6
2.5.2 Nitrogen Dioxides........................................................................................7
2.5.3 Carbon Monoxide........................................................................................7
2.5.4 Sulfur Dioxide..............................................................................................7
2.5.5 Fine Particulates (PM,,,PM2.5)....................................................................8
2.5.6 Lead..............................................................................................................8
2.5.7 Toxic Air Contaminants...............................................................................8
2.6 Existing Regional Air Quality Emissions................................................................9
2.6.1 South Coast Air Basin..................................................................................9
2.7 Toxic Air Contaminants.........................................................................................10
2.8 Sensitive Receptors................................................................................................11
3. AIR QUALITY ASSESSMENT.....................................................................................12
3.1 Thresholds of Significance....................................................................................12
3.1.1 Criteria Pollutants......................................................................................12
3.1.2 Toxic Air Contaminants.............................................................................13
3.1.3 Greenhouse Gases......................................................................................13
3.2 Methodology..........................................................................................................16
3.2.1 Construction—Regional and Local............................................................16
3.2.2 Greenhouse Gas Emissions........................................................................18
3.3 Air Quality Impact Analysis..................................................................................19
3.3.1 Regional Construction Impacts..................................................................20
3.3.2 Localized Construction Impacts ................................................................23
3.3.3 Construction Related Odors.......................................................................24
3.3.4 Construction Related GHGs ......................................................................24
3.3.5 Operational Related Odors.........................................................................24
3.3.6 Consistency with Regional Air Quality Plan.............................................25
3.4 Cumulative Impacts...............................................................................................26
3.4.1 Construction...............................................................................................26
3.4.2 Global Climate Change..............................................................................27
3.5 Mitigation Measures ..............................................................................................27
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Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
4. REFERENCES.................................................................................................................28
APPENDIXA...............................................................................................................................29
CALEEMOD OUTPUT FILES..................................................................................................29
LIST OF TABLES
Table 1. State and Federal Air Quality Standards..................................................................4
Table 2. Pollutants Attainment Status in the South Coast Air Basin...................................10
Table 3. Significant Emission Thresholds...........................................................................12
Table 4. Regional Project Construction Emissions e............................................................23
Table 5. Localized Project Constmctum Emissions a..........................................................23
Table 6. Construction Greenhouse Gas Emissions..............................................................24
LIST OF FIGURES
Figure 1. Project Location Map...............................................................................................2
Figure 2. Construction Schedule...........................................................................................21
Figure 3. Construction Equipment........................................................................................22
APPENDICES
A. CALEEDMOD OUTPUT FILES
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Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
ABBREVIATION
CAA Clean Air Act
CAAQS California Ambient Air Quality Standards
CARB California Air Resources Board
CEQA California Environmental Quality Act
CO Carbon monoxide
CO2 Carbon dioxide
CO2e Carbon dioxide equivalent
EPA Environmental Protection Agency
H2S Hydrogen sulfide
HI Hazardous Index
BRA Health Risk Assessment
LST Localized Significance Threshold
NAAQS National Ambient Air Quality Standards
NO2 Nitrogen dioxide
O&M Operations and maintenance
03 Ozone
OEHHA Office of Environmental Health and Hazard Assessment
OPR Office of Planning and Research
Pb Lead
PM10 fine particulate matter equal to or less than 10 microns
PM,., fine particulate matter equal to or less than 2.5 microns
ROG Reactive organic gases
RPS Renewable Portfolio Standards
SCAB South Coast Air Basin
SCAQMD South Coast Air Quality Management District
S02 Sulfur dioxide
TSP Total suspended particulate
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Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
1. EXECUTIVE SUMMARY
1.1 FINDINGS
The Orange County Sanitation District (OCSD or District) proposes to repair and upgrade the
Gisler-Red Hill Trunk Sewer System, located within the right-of-way of Red Hill Avenue in the
cities of Irvine, Santa Ana and Tustin in Orange County, California.
This Air Quality-Greenhouse Gas Technical Report provides an analysis of potential air quality
and global climate change impacts related to the proposed project (Project). This report was
prepared to provide technical analysis to support an Addendum to the Final 1999 OCSD
Strategic Plan Program Environmental Impact Report (EIR), as allowed under the California
Environmental Quality Act (CEQA). All analyses for this technical report have been conducted
using methods recommended by the South Coast Air Quality Management District (SCAQMD).
The findings of the analyses are as follows:
• Project construction would not cause an exceedance of daily regional or local emission
thresholds, and would not expose off-site receptors to significant levels of toxic air
contaminants.
• There are no emissions during operations, and thus no air quality impacts would be
experienced during project operation.
• Project construction would result in a minimal increase in Statewide greenhouse gas
(GHG) emissions; this would not contribute significantly to global climate change.
• The Project would be consistent with air quality policies set forth by the SCAQMD and
the Southern California Association of Governments (SCAG).
• The Project would not result in cumulatively significant impacts during construction or
operation.
2. DESCRIPTION OF PROJECT
2.1 PURPOSE
This report was prepared to assess potential air quality and global climate change impacts that
may occur as a result of implementation of the proposed Gisler-Red Hill System Improvements
Project, Reach B. Emissions associated with both construction and operations were analyzed as
required under CEQA.
2.2 SITE LOCATION
The project encompasses property within the cities of Santa Ana, Irvine, and Tustin in Orange
County, California primarily within the right-of-way of Red Hill Avenue. The Project site
location is illustrated in Figure 1.
Orange County Sanitation District October 2014
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TETRA TECH,INC.
IN
Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
2.3 PROJECT DESCRIPTION
OCSD is responsible for safely collecting, treating and disposing of the wastewater generated by
2.5 million people living in a 479 square-mile area of central and northwest Orange County.
OCSD's 1999 Strategic Plan identified that the Gisler-Red Hill Sewer System, Reach B needed
improvements based on capacity deficiencies as well as age. The Gisler-Red Hill Sewer System
Reach B consists of two parallel sewers: the Trunk and Interceptor. The Gisler-Red Hill Trunk
Sewer was constructed in 1962 and consists of approximately 16,000 feet of 21-inch to 27-inch
diameter vitrified clay pipe (VCP) from Mitchell Avenue to McGaw Avenue. The Interceptor
was constructed as part of two contracts. The Red Hill Relief Sewer was constructed in 1969 and
consists of approximately 8,000 feet of 36-inch VCP from Mitchell Avenue to Bell Avenue. The
Red Hill Interceptor was constructed in 1972 and consists of approximately 8,000 feet of 27-inch
to 42-inch VCP extending the pipe from Bell Avenue to McGaw Avenue. The Trunk and
Interceptor have been in service for over 30 years.
The Gisler-Red Hill System Improvements Project, Reach B will include: 1) upsizing
approximately 4,900 linear feet of Trunk sewer between Edinger and Warner Avenues two pipe-
diameters larger to increase capacity; 2) abandoning the replaced portion of the Trunk sewer
between Edinger and Warner Avenues; 3) repairing portions of the Trunk and Interceptor sewers
with a cured-in-place plastic pipe; and 4) rehabilitating or replacing existing Trunk and
Interceptor manholes between Mitchell and McGaw Avenues. The construction described above
will take place within the street right-of-way of Red Hill Avenue. The proposed method of
construction for the new Trunk sewer is open trench construction to a depth of approximately 20
feet. The cured-in-place rehabilitation is a trenchless repair that does not require excavation.
Also included in the Project are improvements to diversion structures at the following two
intersections: Red Hill and Mitchell Avenues, and Newport and Mitchell Avenues. New pipe and
manholes are proposed at these intersections to correct reverse grades in the pipeline and
diversion structures. The proposed method of construction is open trench construction to a depth
of approximately 20 feet.
Bypass pumping is anticipated for the construction of the rehabilitation work and open cut
construction at the intersections of Red Hill and Edinger Avenues, Red Hill and Mitchell
Avenues, and Newport and Mitchell Avenues.
2.4 EXISTING AIR QUALITY
Air pollutant emissions within the South Coast Air Basin (SCAB) are generated from stationary,
mobile, and natural sources. Stationary sources can be divided into two major subcategories:
point and area sources. Point sources occur at an identified location and are usually associated
Orange county sanitation District October 2014
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Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
with manufacturing and industry. Examples are boilers or combustion equipment that produce
electricity or generate heat. Area sources are widely distributed and produce many small
emissions. Examples of area sources include residential and commercial water heaters, painting
operations, portable generators, lawn mowers, agricultural fields, landfills, and consumer
products such as barbeque lighter fluid and hair spray. Construction activities that create fugitive
dust such as excavation and grading also contribute to area source emissions. Mobile sources
refer to emissions from on- and off-road motor vehicles, including tailpipe and evaporative
emissions. On-road sources may be legally operated on roadways and highways. Off-road
sources include aircraft, trains, and construction equipment. Mobile sources account for the
majority of the air pollutant emissions within the air basin. Air pollutants can also be generated
by the natural environment such as when fine dust particles are lifted off the ground surface and
suspended in the air during high winds.
To protect the public health and welfare, the federal and State governments have identified five
criteria air pollutants and a host of air toxics; ambient air quality standards through the Federal
Clean Air Act and the California Clean Air Act have also been established. The air pollutants for
which federal and State standards have been promulgated and which are most relevant to air
quality planning and regulation in air basins include ozone, carbon monoxide, suspended
particulate matter, sulfur dioxide, and lead.
Air pollutants are typically classified as primary or secondary pollutants. Carbon monoxide
(CO), nitrogen dioxide (NO2), particulate matter (PM), Sulfur Dioxide (S02), and Lead (Pb) are
considered primary pollutants because they are emitted directly into the atmosphere. Ozone (03)
is considered a secondary pollutant because it is formed through a photochemical reaction in the
atmosphere with volatile organic compounds (VOCs) and nitrogen oxides (NOx), which in the
presence of sunlight produces 03.
Both the federal and State governments have established ambient air quality standards for
outdoor concentrations of various pollutants in order to protect public health, as shown in
Table 1. The national and State ambient air quality standards have been set at levels whose
Table 1. State and Federal Air Quality Standards
California Standards' Federal Standards
Pollutant Averaging Time CoreemradW Method d Prima " Seconds Methods
Ozone(03) 1 Hour 0.09 ppm
180 ma Same Ultraviolet
0.070 pp. Ultraviolet Photometry 0 075 ppm Pnrnary Photom
8 How (137 µg/ma) (147 pg/m� Standard etrY
Respirable 24 How 50 m 150 m Same Inertial
Particulate Annual Arithmetic GravimcMc or Beta Separation and
3Primary
Matter(PMrs) Mean 20 µg/m Attenuation — Standard Gmvimetrlc
Anal sis
Orange County Sanitation District October 2014
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Gisler-Red Hill System Improvements Project, Reach B Air Quality and GHG Report
Table 2. State and Federal Air Quality Standards continued
California Standards Federal Standards
Pollutant Averaging:Time Concurrence Method Prima Seconds Methods
Fine Same as
Particulate 24 Hour No Separate State Standard 35 µg/ma Pr Inertial
Primary
Separation and
Matter(PM,.,) Standard
Annual Arithmetic Cnavalysis c
12 µg/ms Beta
or 12 µg/ma l5 µg/ma Aualysrs
Mean Bela Attenuation
Carbon 8 HOW 9.0 ppm 9 ppm Non-Dispersive
Monoxide lour ma Non-Dispersive IOm ma None Infrared
(CO) 1 Hour 20 Ppm3 ]ufiared Photometry 35 pp.a Photometry
(23 mp/m) �DtR) (40 mg/m) (NDIR)
8 Hom 6 ppm _
(Lake Tahoe) CT m ma)
Nitrogen Annual Arithmetic 0.03 pp. 0.053 pp. Same as
Monde(NO:) Mean (56 µgood) Gas Phase (l00 µg/ma) Stand a Chemil Phase
ummesce
0.18pp. Chand nonesceace nce
1 Hour (339 µghn) 0.10 ppm None
Sulfur Dioxide 0.04 pp. 0.14 ppm _ Ultraviolet
(SOD 24 How 105 rn 365 ma Fluorescence;
Ultraviolet _ 0.5 pp. Specho-
3 How — Fluorescence 1300 ma photometry
0.25 ppm 0A75 pp. _ (Pararosaniline
1 How 655 ma 196 ma Method)'
Lead 30 Day Average 1.5 m
(Pb)' Calendar Quarter — LS m High Volume
Atomic Absorption Success Sampler and
Rolling 3-Month a Primary
Average — 0.15 µg/m Standard Atomic
Absorption
visibility Extinction coefficient of 0.23 per
Reducing kilometer—visibility of ten miles or
Particles more(0.07—30 mites or more for Lake
8 Hom Tahoe)due to particles when relative
humidity is less than 70 percent.Method:
Bern Attenuation and Transmittance
[firou Filter Tape.
No Federal Standards
Sulfates(SO4) 24 Hom 25 ma Ion Chromatography
Hydrogen 1 Be. 0.03 pp. Ultraviolet
Sulfide 42 ma Fluorescence
Vinyl a 24 Hour 0.01 pp. Gas Chromatography
Chloride 26 m
a California standards for omne,carbon monoxide(except lake Tahoe),sulfw dioxide(1 and 24 how),nitrogen dioxide,suspended
particulate matter(PMl0,and PM2.5)and visibility reducing panicles,are values that are not an be exceeded. Allodersarenotmbe
equaled m coweeded. Calimmia ambient=quality standards are fisted to the Table of Standards in Section 70200 of Title 17 ofthe
California Code of Regulations.
b National standards(other than omne,particulate matter,and those based on annual averages or annual arithmetic mean)are not to be
exceededmore Manonccayem The omne standard is attained when the fourth highest eight how concentration in a you,averaged
over Mrre years,is equal to or less data the standard. For PM10,the 24 hour standard is attained when the expected number of days per
calendar year with a 24hom average concentration above 150 pg/m3 is equal to or less than one. ForPM2.5,the24howsmndardis
attained when 98 percent of the daily concentrations,averaged over came years,are equal to or less than the standard. Contact the
USEPA for further clarification and caret¢federal policies.
c Concentration expressed ficamunits in which itwaspromulgated. Equivalentunits given in parentheses arebased upon areference
temperatureof25°Cmdamferencepmssureof760ton. Mwtmeasuremmtsofauquafityaretobeconftc dwareference
temperature of25"C and areference pressure of 760 ran;ppm in dais table refers m ppm by volume,or micromoles ofpollutmt per mole
m7gas.
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Table 3. State and Federal Air Quality Standards continued
California Standards' Federal Standards
Pollutant Averaging Time Concentration` Method Prima Seconds Methods
d Any equivalent procedure which can be shown no the satisfaction ofdre Califomia Air Resources Board(CARS)an give equivalent
results at or near the level of the air quality standard maybe used.
e National Primary Standards:The levels of air quality necessary,with an adequate margin of safety to protect the public health.
f National Secondary Standards:The levels of air quality necessary to protect the public welfare from any known or anticipated adverse
others,of pollutant.
g Reference method as described by the EPA. An"equivalent method"ofmeasurement may be used but must have a"consistent
relationship to the reference method"and most be approved by the EPA.
h CARB has identiSed lead and vinyl chloride as toxic air contaminants'with no threshold level of exposure for adverse health effects
determined. These actions allow for the implementation of control measures a levels below the ambient concennations specified for
these pollutants.
Source: California Air Resources Board(http://www.arb.ca.pv/research/aags/mgs2.pdf,updated 06/04/13),and U.S.Environmental
Protection Agency(hup://www.gm.gov/air/ctiwda.hhnl andhapJ/www.epa.gov/air4ead/pdfs20081015_pb_rums_final.pdf[see'TR
Nofice'ahup://www.ep&govAtn/naags/smdard,/pb/s ph index.land,meessed S tember2014
concentrations could be generally harmful to human health and welfare, and to protect the most
sensitive persons from illness or discomfort with a margin of safety. While ambient air quality
standards have been developed specifically for 03 and NOx, there is no State or federal ambient
air quality standard for VOCs. VOCs include many compounds of carbon,but excluding carbon
monoxide, carbon dioxide, carbonic acid, metallic carbides or carbonates, ammonium carbonate,
and methane, among others. While the State and federal entities have not established ambient
attainment levels for VOCs, they have for 03. Because VOCs react with NOx through
photochemical reactions to form ozone, Air Districts, including SCAQMD, have provided VOC
significance thresholds for project-level analysis in order to further limit the levels of VOCs
available in the atmosphere that can be converted to ozone.
2.5 AIR POLLUTANT CONSTITUENTS AND ATTAINMENT STATUS
A state or region is given the status of "attainment" or "unclassified" if ambient air quality
standards have not been exceeded. A status of"nonattainment" for particular criteria pollutants
is assigned if the ambient air quality standard for that pollutant has been exceeded. Once
designated as nonattainment, attainment status may be achieved after three years of data showing
non-exceedance of the standard. When an area is reclassified from nonattainment to attainment,
it is designated as a maintenance area, indicating the requirement to establish and enforce a plan
to maintain attainment with the standard.
2.5.1 Ozone
Ozone (03) is a colorless toxic gas that irritates the lungs and damages materials and vegetation.
During the summer's long daylight hours, plentiful sunshine provides the energy needed to fuel
photochemical reactions between NO2 and VOC which result in the formation Of 03. Conditions
that lead to high levels of 03 are adequate sunshine, early morning stagnation in source areas,
high surface temperatures, strong and low morning inversions, greatly restricted vertical mixing
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during the day, and daytime subsidence that strengthens the inversion layer. Short-term
exposures (lasting for a few hours) to ozone at levels typically observed in Southern California
can result in changes in breathing patterns, reductions in lung capacity, and increased
susceptibility to respiratory illnesses.
03 is a problematic air contaminant because a significant portion of the ozone (and ozone
precursors) is from the heavily populated SCAB. Maximum ozone concentrations in the SCAB
usually are recorded during summer months. Under the State standards, the SCAB is classified as
a nonattainment area for ozone.
2.5.2 Nitrogen Dioxides
The forms of nitrogen oxide that are important in air pollution are nitric oxide (NO) and nitrogen
dioxide (NO2). NO is a colorless, odorless gas formed by a combination of nitrogen and oxygen
when combustion takes place under high temperatures and pressures.NO2 is a reddish-brown gas
formed by the combination of NO with oxygen. Combustion in motor vehicle engines, power
plants, refineries and other industrial operations, as well as ships, railroads and aircraft, are the
primary sources of NO. NO2 at atmospheric concentrations is a potential irritant and can cause
coughing in healthy persons, due to increase resistance to air flow and airway contraction. Larger
decreases in lung functions are observed in individuals with preexisting respiratory illness. Long-
term exposure to NO2 can potentially lead to increased levels of respiratory illness in children.
NOx is one of the main ingredients involved in the formation of ground-level ozone, which can
trigger serious respiratory problems. Under the federal and California standards, the SCAB is in
attainment status.
2.5.3 Carbon Monoxide
Carbon monoxide (CO) is a product of inefficient combustion, principally from automobiles and
other mobile sources of pollution. In many areas of California, CO emissions from sources such
as wood-burning stoves and fireplaces also can be measurable contributors during cold-weather
months. Industrial sources of pollution generally contribute less than 10 percent of ambient CO
levels. Peak CO levels occur typically during winter months because of a combination of
seasonal contributions from home heating devices and stagnant weather conditions. CO reduces
the oxygen-carrying capacity of the blood and in high concentrations can cause death. At lower
concentrations,people exposed experience dizziness and headaches. Under the federal standards,
the SCAB is in attainment status. The SCAB is unclassified under the California standards.
2.5.4 Sulfur Dioxide
Sulfur Dioxide (S02) is produced when any sulfur-containing fuel is burned. Chemical plants
that treat or refine sulfur or sulfur-containing chemicals also emit SO2. Because of the
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complexity of the chemical reactions that convert S02 to other compounds (such as sulfates),
peak concentrations of S02 occur at different times of the year in different parts of the State,
depending on local fuel characteristics, weather, and topography. S02 can cause bronchia
constriction and may aggravate respiratory diseases. In moist environments, S02 may combine
with water to form sulfuric acid, a component of acid deposition. Under the federal and
California standards,the SCAB is in attainment status.
2.5.5 Fine Particulates (PM10, PM2.5)
Particulate matter in the air is composed of windblown fugitive dust; particles emitted from
combustion sources (usually carbon particles); and organic, sulfate, and nitrate aerosols formed
in the air from emitted hydrocarbons, sulfur oxides, and oxides of nitrogen. In 1984, the ARB
adopted standards for fine particulate (PM10 - particulate matter of less than 10 microns), and
phased out the total suspended particulate (TSP) standards used up to that time. PM10 standards
were substituted for TSP standards because PM10 corresponds to the size range of inhalable
particulate related to human health. In 1987, EPA also replaced national TSP standards with
PM10 standards. In July 1997, the Environmental Protection Agency (EPA) adopted new
standards for fine particulate matter less than 2.5 microns in diameter(PM2,5).
Particulates are a public health and welfare concern for several reasons. Particulates may be
intrinsically toxic because of their inherent chemical and/or physical characteristics. Particulate
matter may interfere with one or more of the mechanisms that normally clear the respiratory
tract. Finally, fine particulates, which are easily carried deep into the lungs, may act as carriers
of absorbed toxic substances. Thus elevated particulate concentrations may exacerbate pre-
existing respiratory diseases such as bronchitis. Particulate matter, especially fine particulate,
also interferes with visibility. Under the federal and State standards, the SCAB is classified as a
nonattainment area for fine particulates.
2.5.6 Lead
Lead is found in old paints and coatings, plumbing, and various other materials. Once in the
blood stream, lead can cause damage to the brain, nervous system, and other body systems.
Children are highly susceptible to the effects of lead. The entire SCAB is in attainment for the
federal and State AAQS for lead.
2.5.7 Toxic Air Contaminants
Toxic Air Contaminants (TACs) are a diverse group of air pollutants that can affect human
health, but have not had ambient air quality standards established for them. This is not because
they are fundamentally different from the pollutants discussed above, but because their effects
tend to be local rather than regional. CARB has designated nearly 200 compounds as TACs.
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Additionally, the California Air Resources Board (CARB)has implemented control measures for
a number of compounds that pose high risks and show potential for effective control. The
majority of the estimated health risks from TACs can be attributed to a relatively few
compounds, the most important being particulate matter from diesel-fueled engines. Additional
information about TACs and their health impacts are provided in Section 2.7.
2.6 EXISTING REGIONAL AIR QUALITY EMISSIONS
Measurements of ambient concentrations of criteria pollutants are used by the USEPA and
CARB to assess and classify the air quality of each air basin, county, or, in some cases, a specific
developed area. The classification is determined by comparing monitoring data with national
and California air quality standards. If a pollutant concentration in an area is lower than the
standard, the area is classified as being in"attainment" If the pollutant exceeds the standard, the
area is in marginal, moderate, serious, severe, or extreme "nonattainmem," depending on the
magnitude of the air quality standard exceedance. If there are not enough data available to
determine whether the standard is exceeded in an area,the area is designated"unclassified."
2.6.1 South Coast Air Basin
The SCAB is surrounded by mountains trapping the air and its pollutants in the valleys or basins
below. This area includes all of Orange County and the non-desert portions of Los Angeles, San
Bernardino, and Riverside Counties. Bounded by the Pacific Ocean to the west and the San Gabriel,
San Bernardino, and San Jacinto Mountains to the north and east, the SCAB is an area of high air
pollution potential. The regional climate within the Basin is considered semi-arid and is
characterized by wamt summers, mild winters, infrequent seasonal rainfall, moderate daytime
onshore breezes, and moderate humidity. Air quality within the Basin is influenced by a wide range
of emissions sources—such as dense population centers,heavy vehicular traffic,and industry.
The annual average temperature varies throughout the Basin,ranging from the low to mid 60s to over
100 degrees during the summer, measured in Fahrenheit (OF). Riverside County is located in the
inland, eastern portion of the Basin and experiences more variation in temperature than the coastal
areas. The annual average temperature in the SCAB region of the County is approximately 60°F,
although temperatures can often exceed 90°F. Typically the hottest months are July and August, and
the coldest months are December and January.
The majority of annual rainfall in the Basin occurs between December and March. Summer rainfall
is minimal and generally limited to scattered thundershowers in coastal regions. The annual average
total rainfall in the SCAB area is 9.1 inches. The Basin experiences a persistent temperature
inversion, which is characterized by increasing temperature with increasing altitude. This inversion
limits the vertical dispersion of air contaminants,holding them relatively near the ground. As the sun
warns the ground and the lower air layer, the temperature of the lower air layer approaches the
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temperature of the base of the inversion (upper) layer until the inversion layer finally breaks,
allowing vertical mixing with the lower layer. Aside from a persistent temperature inversion, the
vertical dispersion of air contaminants in the Basin is also affected by wind conditions. The
combination of stagnant wind conditions and low inversions produces the greatest pollutant
concentrations. Conversely, on days of no inversion or high wind speeds, ambient air pollutant
concentrations are the lowest. During periods of low inversions and low wind speeds, air pollutants
generated in urbanized areas in the Basin are transported eastward,predominantly into Riverside and
San Bernardino Counties. Santa Ana winds, which are strong and dry north or northeasterly winds
that Occur during the fall and winter months,disperse air contaminants differently through the Basin,
generally resulting in worse air conditions in the western parts of the Basin. Santa Ana conditions
tend to last for several days at a time.
SCAB has very low average wind speeds; the dominant daily wind pattern is an onshore 8 to 12 mph
during the day and offshore 3 to 5 mph winds during the night. These wind patterns are disrupted
occasionally by winter storms or strong northeasterly Santa Ana winds from the mountains and
deserts northeast of the SCAB.
Table 2 lists criteria air pollutants and their attainment status in the SCAB.
Table 4. Pollutants Attainment Status in the South Coast Air Basin
Air Pollutants State Federal
Ozone 1-Hour Extreme
Ozone 8-How Nonetteinmwt Uri hmified/Attainment
PM" Nonattainment Nonattainment
PM 24-Hour Unclassified Attainment
PM, Annual Nonetteinmwt N/A
NO Attainment Unclassified/Attainment
CO Unclassified Uridasafied/Attainmcat
SOa Attainment Attainment
Lead Attainment Unclassified/Attainmwt/Nonattainment
P'at ate Sulfate Accormen
H dro en Sulfide Unclassified
Visibility Reducing Particles I Unclassified
Spume:California Air Resources Board,2013,htip://w .mb.ca.gov/desig/adm/admhtm
2.7 TOXIC AIR CONTAMINANTS
TACs are airborne substances that me capable of causing chronic (i.e., of long duration) and
acute (i.e., severe but of short duration) adverse effects on human health. They include both
organic and inorganic chemical substances that may be emitted from a variety of common
sources including gasoline stations, motor vehicles, dry cleaners, industrial operations, painting
operations, and research and teaching facilities.
Lifetime cancer risk is defined as the increased chance of contracting cancer over a 70-year
period as a result of exposure to a toxic substance or substances. It is the product of the
estimated daily exposure of each suspected carcinogen by its respective cancer unit risk factor.
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The end result represents a worst-case estimate of cancer risk. The ARB has produced a series of
estimated inhalation cancer risk maps based on modeled levels of outdoor composite toxic
pollutant levels. The 2014 estimated map indicates that the majority of Orange County is
exposed to an inhalation cancer risk of less than 250 persons per million. These risk maps depict
inhalation cancer risk due to modeled outdoor toxic pollutant levels, and do not account for
cancer risk due to other types of exposure. The largest contributors to inhalation cancer risk are
diesel engines.
2.8 SENSITIVE RECEPTORS
Sensitive receptors are populations that are more susceptible to the effects of air pollution than
the population at large. While the ambient air quality standards are designed to protect public
health and are generally regarded as conservative for healthy adults, there is greater concern to
protect adults who are ill or have long-term respiratory problems as well as young children
whose lungs are not fully developed. According to ARB, sensitive receptors include children
less than 14 years of age, the elderly over 65 years of age, athletes, and people with
cardiovascular and chronic respiratory diseases. The SCAQMD identifies the following as
locations that may contain a high concentration of sensitive receptors: long-term health care
facilities, rehabilitation centers, convalescent centers, retirement homes, residences, schools,
playgrounds, childcare centers, and athletic facilities.
There are schools and residences located along Red Hill Avenue. The closest sensitive receptor
within the segment of Red Hill Avenue where the greatest construction disturbance is planned to
occur is the Heritage Elementary School and Sycamore High School, both located at the
intersection of Valencia and Red Hill Avenues, approximately 50 feet southeast of the Project
site. Sycamore High School is more limited in size than a traditional high school campus,
designed for adult and concurrent students to earn a high school diploma. This closest sensitive
receptor was chosen for analysis in this report.
The playground of another school, Jeane Thonnan Elementary School, immediately adjacent on
the east to A.G. Middle School, backs up to Red Hill Avenue at Sycamore Avenue. The joint
elementary and middle school campus is well north of Edinger Avenue, the northernmost limit of
construction for the new Trunk sewer. Construction closest to the Jenne Thorman Elementary
School, which lies nearest to the Red Hill/Sycamore intersection, will be limited to manhole
rehabilitation. The distance between the planned manhole rehabilitation and the edge of the
school playground is approximately 50 feet. This is the same as the distance between the limits
of the Red Hill Avenue Trunk sewer construction (requiring open trenching to a depth of
approximately 20 feet), and the Heritage Elementary and Sycamore High School campuses. The
scenario chosen for analysis in this report represents the worst-case scenario.
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3. AIR QUALITY ASSESSMENT
This air quality assessment includes a discussion of applicable significance thresholds, analysis
methodologies, and results. The analysis was prepared following the guidance provided by the
SCAQMD and CARB. These assessments include potential impacts from direct and indirect
emissions during construction and operation of the Project. THRESHOLDS OF
SIGNIFICANCE
The SCAQMD Handbook guidance document was used to prepare the following analysis.
3.1.1 Criteria Pollutants
SCAQMD has published thresholds of significance for air quality. A project has a significant air
quality impact if it does one of the following:
• Generates total emissions that exceed the thresholds shown in Table 3; and/or
• Maximum daily localized emissions are greater than the Localized Significance
Thresholds (LST), resulting in predicted ambient concentrations in the vicinity of the
project site greater than the most stringent ambient air quality standards for CO and NO2
(South Coast Air Quality Management District 2008).
• Maximum localized PM10 or PM2.5 emissions during construction are greater than the
applicable LSTs, resulting in predicted ambient concentrations in the vicinity of the site
to exceed 50 µg/m3 over five hours(SCAQMD Rule 403 control requirement).
• The project would not be compatible with SCAQMD and SCAG air quality polices. The
project is not compatible with SCAQMD and SCAG air quality polices, if it:
— causes an increase in the frequency or severity of existing air quality violations;
— causes or contributes to new air quality violations;
— delays timely attainment of air quality standards or the interim emission reductions
specified in the Air Quality Management Plan(AQMP); or
— exceeds the assumptions utilized in the SCAQMD's AQMP.
Table 5. Significant Emission Thresholds
Criteria Pollutant Construction Operation
Carbon Monoxide CO bs/ 550 550
Oxides of Nitro Ox bs/de 100 55
Volatile Or is Com .ands OC (lb,/day) 75 55
Oxides of Suffix SOx Ibs/da 150 150
Particulate Matter PM, Ibs/da 150 150
Particulate Matter PM,,)(Ibs/day) 55 55
Lead bs/da 3 3
Greenhouse Gases CO2e (MT/year)' 10,000 10,000
Source:SCAQMD,2013.
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3.1.2 Toxic Air Contaminants
Based on the criteria set forth in the SCAQMD Handbook, the Project would have a significant
toxic air contaminant impact if:
e On-site stationary sources emit carcinogenic or toxic air contaminants that individually or
cumulatively exceed the maximum individual cancer risk of ten in one million or an acute
or chronic hazard index of 1.0 (South Coast Air Quality Management District 2005).
e Hazardous materials associated with on-site stationary sources result in an accidental
release of air toxic emissions or acutely hazardous materials posing a threat to public
health and safety.
e The Project would be occupied primarily by sensitive individuals within a quarter mile of
any existing facility that emits air toxic contaminants which could result in a health risk
for pollutants identified in District Rule 1401 (South Coast Air Quality Management
District (South Coast Air Quality Management District 1993).
3.1.3 Greenhouse Gases
Global climate change refers to changes in average climatic conditions on Earth as a whole,
including changes in temperature, wind patterns, precipitation and storms. Historical records
indicate that global climate changes have occurred in the past due to natural phenomena;
however, data indicate that current global conditions differ from past climate changes in rate and
magnitude. According to the Intergovernmental Panel on Climate Change (IPCC), the increase
in atmospheric GHGs is largely the result of human activities, namely fossil fuel combustion,
land use changes and agriculture (IPCC 2007). GHGs are those compounds in the Earth's
atmosphere that play a critical role in determining the Earth's surface temperature. Specifically,
these gases allow high-frequency solar radiation to enter the Earth's atmosphere, but retain the
low frequency energy which is radiated back from the Earth towards space, resulting in a
warming of the atmosphere. Increased concentrations of GHGs in the Earth's atmosphere have
been linked to global climate change and such conditions as rising surface temperatures, melting
icebergs and snowpack, rising sea levels, and the increased frequency and magnitude of severe
weather conditions.
GHGs include carbon dioxide (COA methane (CH4), ozone (03), water vapor, nitrous oxide
(N20), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride (SFb).
Carbon dioxide is the most abundant GHG in the atmosphere. GHGs are the result of both
natural and anthropogenic activities. Forest fires, decomposition, industrial processes, landfills,
and consumption of fossil fuels for power generation, transportation, heating, and cooking are
the primary sources of GHG emissions.
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In response to growing scientific and political concern regarding global climate change,
California has recently adopted a series of laws to reduce both the level of GHGs in the
atmosphere and to reduce emissions of GHGs from commercial and private activities within the
State. In September 2002, Governor Gray Davis signed Assembly Bill (AB) 1493, requiring the
development and adoption of regulations to achieve "the maximum feasible reduction of
greenhouse gases" emitted by noncommercial passenger vehicles, light-duty trucks, and other
vehicles used primarily for personal transportation in the State. It should be noted that setting
emission standards on automobiles is solely the responsibility of the federal EPA. The federal
CAA allows States to set state-specific emission standards on automobiles if they first obtain a
waiver from the USEPA. The USEPA denied California's request for a waiver, thus delaying
CARB's proposed implementation schedule for setting emission standards on automobiles to
help reduce GHGs.
In June 2005, Governor Schwarzenegger signed Executive Order S-3-05, which established
GHG emissions targets for the State, as well as a process to ensure the targets are met. The order
directed the Secretary for California EPA to report every two years on the State's progress
toward meeting the Governor's GHG emission reduction targets. As a result of this executive
order, the California Climate Action Team (CAT), led by the Secretary of the California EPA,
was formed. The CAT is made up of representatives from a number of State agencies and was
formed to implement global warming emission reduction programs and reporting on the progress
made toward meeting Statewide targets established under the Executive Order. State agency
members include the Business, Transportation and Housing Agency; Department of Food and
Agriculture; Resources Agency; CARB; California Energy Commission; the Public Utilities
Commission; and Department of Water Resources. The CAT published its Climate Action Team
Report to Governor Schwarzenegger and the Legislature in March 2006, in which it laid out
forty-six specific emission reduction strategies for reducing GHG emissions and reaching the
targets established in the executive order.
In September 2006, Governor Arnold Schwarzenegger signed the California Global Warming
Solutions Act of 2006, also known as AB 32, into law. AB 32 commits the State to achieving
the following:
e 2000 GHG emission levels by 2010 (which represents an approximately 11 percent
reduction from business as usual)
e 1990 levels by 2020 (approximately 25 percent below business as usual)
To achieve these goals, AB 32 mandates that CARB establish a quantified emissions cap,
institute a schedule to meet the cap, implement regulations to reduce Statewide GHG emissions
from stationary sources, and develop tracking, reporting, and enforcement mechanisms to ensure
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that reductions are achieved. The following schedule outlines the CARD actions mandated by
AB 32:
• By January 1, 2008, CARB adopts regulations for mandatory(GHG) emissions reporting,
defines 1990 emissions baseline for California (including emissions from imported
power), and adopts it as the 2020 statewide cap. '
• By January 1, 2009, CARB adopts plan to affect GHG reductions from significant
sources of GHG via regulations,market mechanisms and other actions.
• During 2009, CARB drafts rule language to implement its plan and holds a series of
public workshops on each measure(including market mechanisms).
• By January 1,2010, early action measures take effect.
• During 2010, CARB, after workshops and public hearings, conducts series of
rulemakings to adopt GHG regulations including rules governing market mechanisms.
• By January 1, 2011, CARB completes major rulemakings for reducing GHGs, including
market mechanisms. CARB may revise and adopt new rules after January 1, 2011 to
achieve the 2020 goal.
• By January 1, 2012, GHG rules and market mechanisms adopted by CARB take effect
and become legally enforceable.
• December 31,2020 is the deadline for achieving 2020 GHG emissions cap.
CARB's list of discrete early action measures that can be adopted and implemented before
January 1, 2010 was approved on June 21, 2007, and focuses on major Statewide contributing
sources and industries, not on individual development projects or practices. These early action
measures are: 1) a low-carbon fuel standard; 2) reduction of refrigerant losses from motor
vehicle air conditioning system maintenance; and 3) increased methane capture from landfills.
Recently, the CARB released emissions inventory estimates for 1990 through 2004.
There has been activity at the federal level with respect to the regulation of GHGs. In
Massachusetts vs. Environmental Protection Agency (Docket No. 05-1120), argued November
29, 2006 and decided April 2, 2007,the U.S. Supreme Court held that not only did the EPA have
authority to regulate greenhouse gases, but the EPA's reasons for not regulating this area did not
fit the statutory requirements. As such, the U.S. Supreme Court ruled that the EPA should be
required to regulate CO2 and other greenhouse gases as pollutants under the federal Clean Air
Act. To date, the EPA has not developed a regulatory program for greenhouse gas emissions,
nor has it been mandated to do so.
t CABB has adopted 427 million metric tonnes o carbon dioxide equivalent
p f eq (MMTCO2e)as the tota[Stafewide
greenhouse gas 1990 emissions level and the 2020 emissions limit. See
htq,.-# nv.orb.ca.govfcc/inventoryll990level/19901evel.htm(last visited 811412008).
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The CEQA Guidelines, Section 15064.7, define a threshold of significance as an identifiable
quantitative, qualitative or performance level of a particular environmental effect, non-
compliance with which means the effect will normally be determined to be significant by the
agency and compliance with which means the effect normally will be determined to be less than
significant. CEQA gives wide latitude to lead agencies in determining what impacts are
significant and does not prescribe thresholds of significance, analytical methodologies, or
specific mitigation measures.' CEQA leaves the determination of significance to the reasonable
discretion of the lead agency and encourages lead agencies to develop and publish thresholds of
significance to use in determining the significance of environmental effects.
The SCAQMD released a draft guidance document regarding interim CEQA GHG significance
thresholds in October 2008. SCAQMD proposed a tiered approach, whereby the level of detail
and refinement needed to determine significance increases with a project's total GHG emissions.
In December 2008, SCAQMD adopted interim CEQA GHG significance thresholds for use only
when SCAQMD is the lead agency on projects. These thresholds apply to industrial projects
only, and include a 10,000 metric ton CO2e screening level. For purposes of this analysis, the
10,000 metric ton CO2e threshold for industrial projects are considered applicable to this project.
While it is difficult to predict the specific impact of one project's incremental contribution to the
global effects of GHG emissions due to a variety of factors, including the complex and long term
nature of such effects and the global scale of climate change, it is possible to determine whether
a project is implementing design strategies consistent with the guidance that is available. Thus,
if a project implements design strategies consistent with the goals of AB 32, the project will not
be considered to have a significant impact with respect to global climate change, either on a
project-specific basis or with respect to its contribution to a cumulative impact on global climate
change.
3.2 METHODOLOGY
This section presents the methodology used to determine the emissions and health risks from
construction activities of the proposed project.
3.2.1 Construction — Regional and Local
The construction process is typically conducted in phases. SCAQMD's emission model,
CalEEMod, has been used to estimate the emissions during construction. The CalEEMOd model
divides the construction processes into phases, including demolition, mass site grading, fine site
Climate Change and CEQA,Presentation to the Climate Action Team, Cynthia Bryant, Director, Governor's
Office of Planning and Research,September 19, 2007.
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grading, trenching, building construction, architectural coating and paving. These model
settings can be modified to fit applicable features of a specific project. Construction of the
Project would occur over the course of nine months, starting in Much 2015 and ending in April
2016. For purposes of this environmental review, it is assumed that all construction activities
would be completed in the minimum timeframe feasible. This is of particular importance as
construction emissions are directly related to the intensity of construction activities, and
significance criteria are established for emissions levels representing the `worst-case day."
Actual construction may proceed at a less intensive pace, which would result in lower daily
emissions. For this project,the following construction phases are assumed:
• Phase 1: Manhole Rehabilitation;
• Phase 2: New Trunk Sewer;
• Phase 3: Sewer Improvements; and
• Phase 4: Paving.
Each construction phase can generate the following: (1) fugitive dust emissions resulting from
soil disturbance activity; (2) emissions of air pollutants from fuel combustion in construction
equipment; and (3) emissions of air pollutants from fuel combustion in vehicles used for worker
commute and material hauling and construction debris disposal.
Daily emissions during construction were forecasted by developing a reasonable estimate of a
construction schedule and applying the mobile-source and fugitive dust emissions factors derived
from CalEEMOd.'
The localized effects from the on-site portion of daily emissions were evaluated at sensitive
receptor locations potentially impacted by the Project according to the SCAQMD's air dispersion
modeling guidelines. Values represent the maximum concentrations from a project that would
not cause or contribute to an exceedance of the most stringent applicable federal or State ambient
air quality standard, and are developed based on the ambient concentrations of that pollutant for
each source receptor area (SRA) and distance to the nearest sensitive receptor. For PM10 and
PM2.5, emissions were derived based on requirements in SCAQMD Rule 403, Fugitive Dust.
Localized impacts compared to the Ambient Air Quality Standards are applicable to the
following pollutants:NOx, CO,PM10, and PM2.5.
3 CalEEMod is an emissions estimation model that is based, in part, on SCAQMD CEQA Air Quality Handbook
guidelines and methodologies;required by the County of Orange to estimate air analyses.
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3.2.2 Greenhouse Gas Emissions
The California Climate Action Registry (CCAR) has prepared the General Reporting Protocol
(GRP) for calculating and reporting GHG emissions from a number of general and industry-
specific activities.' No specific protocols are available for land use projects, so the CCAR GRP
has been adapted to address GHG emissions from the Project. The information provided in this
section is consistent with the CCAR GRP's minimum reporting requirements. The CCAR GRP
recommends the separation of GHG emissions into direct and indirect emissions. Direct
emissions are emitted from sources that are owned or controlled by the project, while indirect
emissions occur because of a project's actions, but are produced by sources owned or controlled
by a different entity. The World Resources Institute (WRI), in cooperation with the World
Business Council for Sustainable Development, has developed the GHG Protocol Corporate
Standard, which promotes accounting and reporting standards for business. The GHG Protocol
Corporate Standards recommends the classification of GHG emissions into three categories that
reflect different aspects of ownership or control over emissions. They include:
• Scope 1: Direct, combustion of fossil fuels by equipment or vehicles owned or controlled
by the project(e.g.,natural gas, propane, gasoline, and diesel)
• Scope 2: Indirect, emissions associated with purchased electricity or purchased steam.
• Scope 3: Indirect emissions associated with other emissions sources, such as third-party
vehicles and embodied energy.
CARB asserts that consideration of indirect emissions provides a more complete picture of the
GHG footprint of a facility: "As facilities consider changes that would affect their emissions —
addition of a cogeneration unit to boost overall efficiency even as it increases direct emissions,
for example—the relative impact on total (direct plus indirect) emissions by the facility should
be monitored. Annually reported indirect energy usage also aids the conservation awareness of
the facility and provides information" to CARB to be considered for future strategies by the
industrial sector(California Air Resources Board 2007). For these reasons, CARB has proposed
requiring the calculation of direct and indirect GHG emissions as part of the AB 32 reporting
requirements. Therefore, direct and indirect emissions have been calculated for the proposed
Project.
For purposes of this analysis, it is considered reasonable and consistent with criteria pollutant
calculations to consider only the GHG emissions resulting from the incremental increase in
usage of on-road mobile vehicles, electricity, and natural gas upon implementation of the Project
4 California Climate Action Registry, General Reporting Protocol Version 3.0, 2008.
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as Project-related. In addition, since potential impacts resulting from GHG emissions are long-
term rather than acute, GHG emissions are calculated on an annual basis.
Not all GHGs exhibit the same ability to induce climate change; as a result, GHG contributions
are commonly quantified in the equivalent mass of COY denoted as CO2C. Mass emissions are
calculated by converting pollutant specific emissions to CO2e emissions by applying the proper
global warming potential (GWP) value.' There are three types of GHG from fuel combustion,
including carbon dioxide (CO2), methane (CH4) and nitrous oxide (N20). GHG emissions are
presented as carbon dioxide equivalents (CO2e). CO2e is computed-based on global warming
equivalence. The CH4 global warming equivalence is 21 times that of COY and the N20 global
warming equivalence is 310 times that of COz.
Mathematically, the CO2e can be represented by the following equation:
CO2e Emissions = CO2 Emissions+ [21 x CH4 Emissions] + [310 x N20 Emissions]
The CalEEMod model was used to estimate the GHG emissions during the construction phases
of the proposed Project. For this Project, the major source of GHG is the combustion of fuel in
construction equipment, in vehicles used to haul materials, and in vehicles used by worker
commuting to/from the site. Based on the construction schedule, types and quantities of
construction equipment, and numbers of haul trucks, etc., the maximum CO2e emissions were
estimated. Appendix A provides the CalEEMOd run file.
For construction GHGs, emissions quantified me amortized over the life of a project. To
amortize the emissions over the life of a project, the SCAQMD guidelines recommend
calculating the total greenhouse gas emissions for the construction activities, dividing it by the
project life (i.e., 50 years for residential projects and 25 years for commercial projects) then
adding that number to the annual operational phase GHG emissions. The expected life of the
proposed Project is 30 years or more, depending on equipment replacement and repowering,
before decommissioning.`
3.3 AIR QUALITY IMPACT ANALYSIS
This section presents the results of the air quality impact analyses performed for the Project.
' CO2e was developed by the Intergovernmental Panel on Climate Change(IPCQ,and published in its Second
Assessment Report(SAR) 1996
SCAQMD Draft Guidance Document—Interim CEQA Greenhouse Gas(GHG)Significance Thresholds, 2008.
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3.3.1 Regional Construction Impacts
For purposes of this environmental review, it is assumed that all construction activities would be
completed in the minimum timeframe feasible. This is of particular importance as construction
emissions are directly related to the intensity of construction activities, and significance criteria
are established for emissions levels representing the "worst-case day." Actual construction may
proceed at a less intensive pace,which would result in lower daily emissions.
Each construction phase can generate the following: (1) fugitive dust emissions resulting from
soil disturbance activity; (2) emissions of air pollutants from fuel combustion in construction
equipment; and (3) emissions of air pollutants from fuel combustion in vehicles used for worker
commute and material hauling and construction debris disposal. OCSD is committed to
implementing `Best Practices" during all construction phases of the Project to further reduce
emissions. Figure 2 shows the construction schedules and Figure 3 shows the construction
equipment.
During construction, the proposed Project would be subject to SCAQMD Rule 403 (Fugitive
Dust). The purpose of Rule 403 is to reduce man-made fugitive dust. Rule 403 requires
implementing control measures to prevent, reduce, or mitigate fugitive dust emissions and
includes a performance standard that prohibits visible emissions from crossing any property
line.' Dust control measures, such as water application on dry soil and reduced vehicles
travelling on unpaved roads, are standard mitigation techniques. Project construction will be
required to comply with Rule 403. Implementing the dust suppression techniques specified in
Rule 403 can reduce the fugitive dust generation(and thus the PM10 component)by 50 percent or
more. Therefore, the estimation of fugitive dust emissions during Project construction assumes
Rule 403 compliance. Emissions were evaluated using conservative estimates representing a
worst case day. Table 4 displays emissions data associated with the Project's construction
activities by phase. As Table 4 shows, construction-related daily (short-term) emissions would
not exceed SCAQMD regional significance thresholds for VOC, NOx, CO, S02, and PM. With
incorporation of recommended mitigation measures, impacts would further be reduced. Thus,
Project construction emissions would result in a less than significant impact.
'South Coast Air Quality Management District Rule 403, http://H .agmd.govlmleslreglregO4lr4O3.pdf
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Figure 2. Construction Schedule
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Figure 3. Construction Equipment
Figure 3. Construction Equipment
Crane-Tr3:leee13i M%
Sewer lmProareards(Trenching) EvanvMor-Tr2,tevel2;M%
S./Waders/BVWr.o and hp)opemen ad.0 ME loud fxbr(m A howa per tlay FodfRFTr2:levelY 40%
S Excavators(157 hp)operahMada 057 load faMr for 10 hours pm dey GntlepT.r2:leve12:40%
O[he,C.r .n EqulpmenlT,3;WM3:M%
2 0ump T�ueks(65 hp)opmaWy ne 0b21oatl factor he lO Murs pertley Rough Terrain ForkYll:Tier2:Level?:40%
20du,Egwpeunl(TocI a ) (190 hp)opereEryrte0b2bM fxbr forlOMurs pertlay Rubb:rTrrd DOEer:Tr3:I 13,M%
2WanrT (189bp)operAn a0.5badfubrforlOMurspertlay R.bberllrad Lnatlephr3,W.13/25%
2 eublon Tved.(258 hp)operalongat a 0.59 batl fxbrfor lO Mumpeed, Seraper:Tr 3:Wwl3i II
TnRorAmo:er/Bw,Mo, :T r2:leve12:40%
Mwholegehhabiliteaon uprenching) Trencher,Ter;IeeeIZ M%
1 Tnabrs/loaders/Babhaa(25 bp)apenti,..055 bad farbr fe c Murs pn tlq
1 Pun,Tree(65 hp)opmrtrg A 0.621md Enter fur 8 hours pu day
a mLnr egwpneot(Tee nub] (190 hp)upef.Mg a c 0521md four(fuf B hours per day
?Into, m'a(189 hp)npremorg of a 0.5 Wd rams fnv a hours pre day
New Trask Sewer(Trencbiron
2 re—nom(157 hp)opgntiog Ma OS7lend&me for BMwe per day
1 Trarmrs/Lowden/Baduort(25 hp)openuog at a O55 bad fame Am Mors pee day
1 Rent End Loader operne,a a 035 load(near tar 8 hours W day
4 Deep Trunks(65 hp)operaMg n a Ob2 and famar for 8 hours W day
4IXher EgWpaeM(ToolTrehs) (190hp)operiN Ea0621oatlf Ro Shounperday
2Wanr Tmdm(189hp)opermngRa0.5bdfxa ShomW&y
paving
I are.Sraeeper led bp)operaEng at a055 bad Enter per day
1 paver(125 bp)operdengn a055 bad Enter for bours per day
1 Roller(165 hp)open6ng at a055load furor for Murs per day
1 TraMrs/loatlen/BarHrces(l08 hp)opera4ng.a O55 mad f,.r for 3 Mwa pn day
1 Gmdolmasher(85 hp)a orrear,na os5loon(afar be B Murs per day
40 rrEgWpaant(TwITmzlw) (190hp)operaM da042batlfaobrfm BMur r lay
1waurI (109M1p)eperAngnao.5bMfasW'mr Bbrowpmday
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Table 6. Re 'onal Project Construction Emissions'
Phase VOCI NO. I CO I so, PMm PMzs
2015
New Trunk Sewer 3.84 31.67 17.70 0.05 38.85 4.99
Max.Regional Emissions 3.84 31.67 17.70 0.05 38.85 4.99
SCAQMD Regional Thresholds Obs/day) 75 100 550 150 150 55
Above,Tic ow Threshold? 71.16 68.33 532.30 149.95 I11.15 50.01
Above Threshold? I No I No No No No No
2016
New Trunk Sewer 1.42 11.23 6.90 ANNo
4 1.92
Sewer Improvements 0.60 4.77 3.01 5 0.82
Manhole Rehabilitation 0.11 1.15 0.55 6 0.22
Paving0.55 4.33 2.58 3 0.66
Max.Regional Emissions 2.68 21.4 113.04 8 3.62
SCAQMD Regional Thresholds Ibs/da 75 100 550 55
AboveBelow Threshold? 72.32 78.52 536.96 62 51.38
Above Threshold? No No No No
'Compiled using the CalEEMod emissions inventory model. The equipment mix and use assumption for each phase is
provided in Figure 2.
b PM10 emissions estimates are based on compliance with SCAQMD Rule 403 requirements for fugitive dust suppression.
3.3.2 Localized Construction Impacts
The SCAQMD requires that if project size is greater than five (5) acres, or if localized emissions
exceed Localized Significance Thresholds (LST) look-up thresholds, dispersion modeling must
be performed to demonstrate potential air quality impacts resulting from on-site construction
emissions. It is estimated that the maximum daily area to be disturbed would be less than five
(5)acres. Therefore,the LST look-up thresholds are used. Results are shown in Table 5.
Table 7. Localized Project Construction Emissions a
Phase NOx I CO I PMr pMLS
2015 On-Site
New Trunk Sewer 5.70 2.97 0.23 0.23
Max.Regional Emissions 5.70 2.97 0.23 0.23
Localized Significance Threshold bs/da 81 485 1 1
Above Below Threshold? 75.30 482.03 0.77 0.77
Above Threshold? No No No I No
2016 On-Site
New Trunk Sewer 2.02 1.17 0.08 0.08
Sewer Improvements 0.86 M482.79O.83
4 0.04
Manhole Rehabilitation 0.02 1 0.01
Pavin 0.78 4 0A4
Max.Re ional Emissions 3.68 7 0.17
Localized Significance Threshold bs/da 81 1
Above/Below Threshold? 77.32 Above Threshold? No No
Compiled using SCAQMD Appendix C-Mass Rate LST Look-up Tables
s PM,b emissions estimates are based on compliance with SCAQMD Rule 403 requirements for
fugitive dust suppression.
As shown in Table 5, PMro, PM2.5, CO, NO2, and S02 concentrations would not exceed
California ambient air quality standards. Therefore, with respect to localized emissions from
construction activities, impacts would be less than significant and concentrations would be
further reduced with mitigation measures.
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3.3.3 Construction Related Odors
Potential sources that may emit odors during construction activities include the use of
architectural coatings and solvents, and diesel powered on- and off-road equipment. SCAQMD
Rule 1113 limits the amount of volatile organic compounds from architectural coatings and
solvents, which lowers the emissions of odorous compounds. Due to the nature of the
construction activities and the relatively small footprint of the various construction sites, few
pieces of diesel powered equipment will be operating simultaneously. Therefore, construction
activities we predicted to create a less than significant impact with respect to odors. As such,
project-related odor impacts during construction would be less than significant.
3.3.4 Construction Related GHGs
Emissions of GHGs were calculated for both years of Project construction. Results are presented
in Table 6. As shown, the highest net increase in temporary GHG emissions from on-road
mobile source emissions and on site construction equipment relative to the threshold would be
well below 10,000 metric tons per year. Construction GHG emissions amortized over a 30-year
lifetime is 87 metric tons of CO2e. For construction-phase Project emissions, GHGs are
quantified and amortized over the life of the Project. As indicated in Table 6, the GHG
emissions do not exceed the established annual threshold in either construction year, resulting in
a less than significant impact.
The GHG emissions estimates presented in Table 6 do not take into account the GHG-reducing
construction practices that will be implemented as part of dust suppression techniques detailed in
Section 3.5 in this report. The construction measures described in Section 3.5 do not include the
further measure of limiting construction vehicle idling. Implementation of these construction
measures would reduce GHG emissions, and would represent an improvement above "business
as usual."
Table 8. Construction Greenhouse Gas Emissions
CO2e etric Tons
Emission Source 2015 2016 Total
GHG Emissions' 795.72 558.42 1,354
SCAQMD GHG Threshold ndustrial Pro'ects 10,000 10.000
Over/Under Threshold? (9,204) (9,442)
Exceed 17veshold? No No
' Compiled using the CALEEMOD emissions inventory model. The output files are provided in Appendix A of this
Technical Report.
3.3.5 Operational Related Odors
According to the SCAQMD CEQA Air Quality Handbook, land uses associated with odor
complaints typically include agricultural uses, wastewater treatment plants, food processing
plants, chemical plants, composting, refineries, landfills, dairies, and fiberglass molding. The
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proposed Project would not include any uses identified by the SCAQMD as being associated
with odors. This Project will implement improvements to the Gisler-Red Hill Sewer System, and
will occur at or below ground. Once construction is complete and paving has occurred,no odors
we expected to be generated. Therefore, implementation of the Project would have a less than
significant impact.
3.3.6 Consistency with Regional Air Quality Plan
The SCAQMD is required, pursuant to the Clean Air Act, to reduce emissions of certain
pollutants for which the SCAB is in non-attainment (i.e., ozone and PMto). The Project would
be subject to the SCAQMD's Air Quality Management Plan (AQMP). The AQMP contains a
comprehensive list of pollution control strategies directed at reducing emissions and achieving
ambient air quality standards. These strategies are developed, in part, based on regional
population, housing, and employment projections prepared by the Southern California
Association of Governments (SCAG).
SCAG is the regional planning agency for Los Angeles, Orange, Ventura, Riverside, San
Bernardino and Imperial Counties and serves as a forum for regional issues relating to
transportation,the economy, community development and the environment. SCAG serves as the
federally designated metropolitan planning organization (MPO) for the southern California
region. With regard to air quality planning, SCAG has prepared the Regional Comprehensive
Plan and Guide (RCPG), which includes Growth Management and Regional Mobility chapters
that form the basis for the land use and transportation control portions of the AQMP, and are
utilized in the preparation of air quality forecasts and consistency analysis included in the
AQMP. Both the RCPG and AQMP strategy incorporate projections from local planning
documents.
The determination of AQMP consistency is primarily concerned with the long-term influence of
a project on air quality in the Basin. Neither the development of the Project nor its operation
would result in short-term regional impacts. The Project would comply with SCAQMD Rule
403 and would implement all feasible mitigation measures for control of PM10 and PM25; the
Project would be consistent with the goals and policies of the AQMP for control of fugitive dust.
Because the proposed Project would not result in a change in dwelling units or occupants or
activities, it is not in conflict with the AQMP. The Project's long-term influence would also be
consistent with the goals and policies of the AQMP and is, therefore, considered consistent with
the SCAQMD's AQMP.
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3.4 CUMULATIVE IMPACTS
3.4.1 Construction
With respect to the Project's construction-period air quality emissions and cumulative Basin-
wide conditions, the SCAQMD has developed strategies to reduce regional-impact pollutant
emissions, as outlined in the AQMP pursuant to Federal Clean Air Act mandates. As such, the
proposed Project would comply with SCAQMD Rule 403 requirements, and implement all
feasible mitigation measures. In addition, the proposed Project would comply with adopted
AQMP emissions control measures. Per SCAQMD rules and mandates, as well as the CEQA
requirement that significant impacts be mitigated to the extent feasible, these same requirements
(i.e., Rule 403 compliance, the implementation of all feasible mitigation measures, and
compliance with adopted AQMP emissions control measures) would also be imposed on
construction projects Basin-wide.
The greatest potential for TAC emissions at the work areas for the proposed Project would
involve diesel particulate emissions associated with heavy equipment operations during grading
and excavation activities. According to SCAQMD methodology, health effects from
carcinogenic air taxies are usually described in terms of individual cancer risk. "Individual
Cancer Risk" is the likelihood that a person exposed to concentrations of TACs over a 70-year
lifetime will contract cancer, based on the use of standard risk-assessment methodology. While
it is anticipated that much of the site grading would be accomplished within a 4-month time
period, unforeseen delays could extend these activities. The proposed Project's contribution to
cancer risk from construction activities would be short-term, less than significant and localized.
Related projects that have not already been built would not result in a long-term (i.e., over a 70-
year lifetime) substantial source of TAC emissions. Given the size of the expected related
projects in close proximity, related projects would not be expected to contribute to a cumulative
construction impact. Thus, TAC emissions from the related projects are anticipated to be less
than significant individually and cumulatively.
Potential sources that may emit odors during construction activities at each related project would
likely include the use of architectural coatings and solvents. SCAQMD Rule 1113 limits the
amount of volatile organic compounds from architectural coatings and solvents. Via mandatory
compliance with SCAQMD Rules, it is anticipated that construction activities or materials used
in the construction of related projects would not create objectionable odors. Thus, odor impacts
from related projects are anticipated to be less than significant individually, as well as
cumulatively in conjunction with the proposed Project.
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3.4.2 Global Climate Change
As indicated in the analysis above, the estimate of Project GHG emissions during construction
does not exceed the SCAQMD's established thresholds. Further, the emissions estimate does
not reflect improvements in technology and other reductions in GHG emissions that are likely to
occur pursuant to State regulations, such as AB 1493, SB 1368, AB 32, and Executive Order S-
3-5, as well as future federal and/or State regulations. Implementation of the Project is
supportive of the State's goals related to the reduction of greenhouse gases. Thus, the Project
does not result in a cumulatively significant impact; therefore,no mitigation is required.
3.5 MITIGATION MEASURES
The Project will be required to comply with regional rules that assist in reducing air pollutant
emissions. SCAQMD Rule 403 requires that fugitive dust be controlled with best available
control measures so that the presence of such dust does not remain visible in the atmosphere
beyond the property line of the emission source. In addition, SCAQMD Rule 402 requires
implementing dust suppression techniques to prevent fugitive dust from creating a nuisance off
site. Implementing these dust suppression techniques will reduce the fugitive dust generation
(and thus the PM10 component). Impacts from the Project are less than significant; however,
compliance with these recommended mitigation measures would further reduce impacts.
Applicable dust suppression techniques include the following:
• AQ-1 Water active sites. Locations where grading is to occur will be watered before
earth moving activities;
• AQ-2 All trucks hauling dirt, sand, soil, or other loose materials are to be covered or
should maintain at least two feet of freeboard in accordance with the requirements of
California Vehicle Code (CVC) Section 23114 (freeboard means vertical space between
the top of the load and top of the trailer);
• AQ-3 All off-road diesel powered construction equipment less than 175 horsepower
shall meet or exceed Tier 2 off-road emission standards. Off-road diesel powered
construction equipment greater than 175 horsepower shall meet or exceed Tier 3 offroad
emissions standards;
• AQ-4 During construction, the off-road equipment, vehicles, and trucks shall not idle
more than 5 minutes in any one hour;
• AQ-5 The off-road construction equipment drivers shall have proper training in the
efficient operation of the equipment, taking into account ways to reduce the hours of
operation of the equipment and/or operate the equipment at a lower load factor;
• AQ-6 If applicable, pave construction access roads at least 100 feet onto the site from
the main road;
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• AQ-7 If applicable, traffic speeds on all unpaved roads shall be reduced to 15 mph or
less; and
• AQ-S During construction, there shall be carpools, vanpools, and/or shuttles provided
for construction employees.
4. REFERENCES
Area Designations. Available at www.ub.ca.gov/desig/desig.httn
Intergovernmental Panel on Climate Change(IPCC). Climate Change 2007: The Physical
Science Basis. Contribution of Working Group I to the Fourth Assessment Report of the
IPCC. Geneva, Switzerland. February.
South Coast Air Quality Management District(SCAQMD). 1993. California Environmental
Quality Act(CEQA)Air Quality Analysis Guidance Handbook.
SCAQMD. 1993. CEQA Air Quality Handbook, Chapter 6 (Determining the Air Quality
Significance of a Project),April 1993.
SCAQMD. 2005. Risk Assessment Procedures for Rules 1401 and 212, Version 7,July 1, 2005.
http://www.agmd.gov/home/permits/risk-msessment/risk-assessment-procedures-for-
rules-1401-and-212
SCAQMD. 2008. LST Methodology. Access at: http://www.agmd.gov/docs/default-
source/ceqa/handbook/localized-significance-thresholds/final-1st-methodology-
document.pdf?sfvrsn 2.
SCAQMD. Rule 403, httr)://www.aamd.eov/mles/regJrep,04/r4O3.r)df
IPCC. 2007. Summary for Policymakers. In: Climate Change 2007: The Physical Science Basis.
Contribution of Working Group I to the Fourth Assessment Report of the
Intergovernmental Panel on Climate Change.
Climate Change and CEQA, Presentation to the Climate Action Team, Cynthia Bryant, Director,
Governor's Office of Planning and Research, September 19,2007.
California Air Resources Board (ARB). 2007. Initial Statement of Reasons for Rulemaking,
Proposed Regulation for Mandatory Reporting of Greenhouse Gas Emissions Pursuant to
the California Global Warming Solutions Act of 2006 (Assembly Bill 32). Planning and
Technical Support Division Emission Inventory Branch, October 19, 2007.
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APPENDIX A
CALEEMOD OUTPUT FILES
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CalEEMod Version: CaIEEMod.2011.1.1 Date: 9/17/2014
Gisler-Red Hill
South Coast AQMD Air District, Annual
1.0 Project Characteristics
1.1 Land Usage
Wnd Uses Size Metric
General Light Industry w 65.34 1000sgft
12 Other Project Characteristics
Urbanization Urban Wind Speed lmis) 2.2 1.1tlllty6ompany Southern California Edison
Climate Zane 11 Precipitation Freq(Days) 31
1.3 User Entered Comments
Project Characteristics-
Land Use-
Construction Phase-Sewer Improvements 6/22/15 to 9/6/15
Manhole Rehabilitation 6122/15 to 7/22/15
New Trunk Sewer 312/15 to 5/2116
Paving 513116 to 6/3116
Off-road Equipment- 1 Tractors/Loadefs/Backhoes(75 hp), 1 Dump Trucks(65 hp),2 Other Qquipment(Tool Trucks) (190 hp)
Off-road Equipment-2 Excavators(157 hp), 1 Tractors/Loaders/Backhoes(75 hp), 1 From End Loader(125 hp),4 Dump Trucks(65 hp),4 Other
Qquipment(Tool Trucks) (190 hp)
1 of 23
Off-road Equipment-.
Off-road Equipment- 1 Street Sweeper(80 hp), 1 Paver (125 hp), 1 Roller(162 hp), 1 Tractors/Loadem/Backhoes(108 hp), 1 Grinder/Crushing
Equipment(85 hp),4 Other Oquipment(Tool Trucks) (190 hp)
Off-road Equipment- 1 Tractors/Loaders/Backhoes(108 hp), 1 Excavators(157 hp), 2 Dump Trucks(65 hp), 2 Other Oquipment(Tool Trucks) (190 hp)
Trips and VMT- 10 workers/day
On-road Fugitive Dust-40 mph, 90% paved
Consumer Products-Not reporting operational uses
Area Coating-
Vehicle Trips-Not reporting operational
Energy Use-Not reporting operational
Water And Wastewater-Not reporting operational uses
Solid Waste-Not reporting operational uses
2.0 Emissions Summary
2 of 23
2.1 Overall Construction
Unmitigated Construction
ROG I NOx CO 502 I Fugitive I Exhaust I PM10 I Fugitive Exhaust PM25 Bio-CO2 NBio- Tobl CO2 CHI WO CO2e
PM10 PM10 TOWI PM
PM2.5 TOfel CO2
Yee. tonsNr Mwo
W15 t 0.70 578 3.23 0.01 5.55 0.23 T.09 E O.W 1 023 1 091 V 0.00 a )94.52 i )94.52 i 0.06 0.00 i 79572
...........20.18...........�. 0..........i................3.................i.................i.................i...................................... ..........1.............. 4................ ��f�����....... ��f���.............
D,D 58 .5) 59 .5] 0. 4 0. 0 58042.50 9.92 2. 8 0.01 5.02 0.17 5.18
Te4el 1.20 9.70 5.62 0.02 11.68 OM 12.27 1.19 D.40 1.0 D.00 1,379.09 1,379.09 0.10 0.00 1,381.14
Mitigated Construction
ROG I NOx CO 502 I Fugitive I Exhaust I PM10 I Fugitive Exhaust PM2.5 1 Bio-CO2 NBio- TwACO2 CHI I N20 CO2e
PM10 PM10 T.WI PM 2.5 PM2.5 TOfel CO2
Year tonsNr MT/yr
2015 t 0.70 l 5.78 3.23 0.01 0.00 0.23 0.24 ODO 023 023 0.00 a )94.52 i )94.52 i 0.06 0.00 i ]95.]2
...........2018........... ....0.50 i ............i..................i.................i.................i......................................................i. i ......,.... ..........+ ....... , , � ....
392 239 001 00 D9 01] 00 00 58 ,5] 55457 004 000 55542
Tool 1.20 j 9.70 j 5.62 j 0.02 j 0.00 j D, D.41 j D.00 D.40 D.40 r 0.00 j 1,379.09 j 1,379.09 0.10 0.00 1,351.10
3 of 23
2.2 Overall Operational
Unmitigated Operational
ROG NO. CO 502 Fugitive I Exhaust PM10 Fugitive Exhaust PM25 Bil CO2 Nec- Total CO2 CM N20 CO2e
PM10 PM10 Total PM2.5 PM2.5 Total CO2
tonsi Mi
Nd I 0.31 0.00 D.00 0.M om D.00 D.oD D.oD I 0.00 a 0.00 a 0.00 a 0.00 0.00 OAO
.............................. ................i................3.................i.................i.................i...................................i.. ....... ...�......
Energy I 0.00 ... .....i.................i....... ...........
0.00 ? 0.00 ? 0.00 ? ? 0.00 ? O.OD D.OD ? D.OD ? 0.00 ? 0.00 ? 0.00 ? 0.00
Moeile o.aD o.DD o.aD D.aD D.oD D.DD D.DD D.DD D.DD D.DD D.oD i D.ro i D.DD i o.ao o.ao o.DD
...........wa. ro..........tI................i................ .................i.................i.................i.................i.......................
.............................
.......
. ......... . .....................................
,..... . ...,..... . _..,..... _..,..... _..
D. D D.o ` Do oo oa oo o. o o. o
i
..............................t................;................;.....................................................;.................:................. ....... ............. + ..............._ D...... _ ...... _ ...... _ ...........
water amDMDMDM ooD D.oD D.DD 0,00 0,00 0,00
Ti M • 0.31 0,00 0.00 0.00 D.00 � D.00 � D.00 � D.00 � D.W � DA0 0.00 � D.DO � 0.00 � 0.00 � 0.00 � D.W
4 of 23
2.2 Overall Operational
Mitigated Operational
ROG NO. CO 502 Fugitive I Exhaust PM10 Fugitive Exhaust PM25 Bil CO2 Neo- Total CO2 CM N20 CO2e
PM10 PM10 Total PM2.5 ME Total 002
tonsi Ml
R•ae ; 0.31 0.00 0.00 0.00 om o.00 o.oD o.oD ; 0.00 a o.00 i 0.00 i 0.00 0.00 OAo
..............................t................i................ .................i.................i.................i...................................i.. ....... .........
Energy 0.00 ... .....i.................i....... ...........
0.00 ? 0.00 ? 0.00 ? ? 0.00 ? O.OD D.OD ? D.OD ? 0.00 ? 0.00 ? 0.00 ? 0.00
..............................r....0........_:.....0..........;.....0........._:.....0........._:.....0........._:.....0........._,..............._,.....3........._,..............._[................ .............._:................;.....O..........;.....0..........;.....0..........;.....0..........
Moeile o.ao o.00 o.ao o.ao o.00 o.00 o.00 o.00 3.00 3.00 o.00 i o.ro i o.Do i o.ao o.ao o.00
..............................t................i................ .................i.................i.................i.................i.. ....... ........................i..... .....i.......
wa.ro i D.aD ': D.oD `: `: D.W....�.....o.00 o.ao....1.....o.ao...,.....o.ao...,.....o.00_..,.....o.00_..,.....o.00_..
i
..............................
r...............;...................................................................;................:.....3..00 ....... ...0..0... ...........+.............._;............. _ D...... _ ........ _ ........ _ ......
..........
water D.oD o.00 0 000 ooD o.Do o.DD o.00 o.00 o.00
Ti M • 0.31 0,00 0.00 0.00 D.00 D.00 D.W D.W D.W D.W 0.00 0.00 0.07 j 0.00 j 0.00 j D.w
3.0 Construction Detail
3.1 Mitigation Measures Construction
5 of 23
3.2 New Trunk Sewer -2015
Unmitigated Construction On-Site
ROG NOx CO S02 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 CM N20 CO2a
PM10 PM10 Total PM2.5 PM2.5 Tofal CO2
Category tonsi MTlyr
Off Road ; 0.68 570 2.97 0.01 0.23 0.23 D.23 1 D.23 a 0.00 74614 i 74614 i 0.05 0.00 i ]4].28
Total r 0.68 5.70 2.97 0.01 M3 DM D.23 D.23 D.W 748.16 748.14 0.05 0.00 ]{].28
Unmitigated Construction Off-Site
ROG NOx CO 502 Fugitive Exhaust PM10 Fugitive Exhaust PM .5 Bio-CO2 NBio- Total CO2 CHI N20 002a
PM10 PM10 Total PM2.5 PM2.5 Total CO2
category tonetyr MT/yr
Hauling ; 0.00 a 0.00 a 0.00 a 0.00 i D.00 i D.00 i DW i DW i DM i 000 ; 0.00 a 0.00 a 0.00 i 0.00 i 0.00 i 0.00
..............................t................................ ............................................................................................. ....."..................... - - - -
.........i.................i........... ....... ....... ....... ....... .......
Ventlor ; 0.01 .... .....D.Ds D.a4 D.DD D.31 D.DD D.31 D.m D.oD D.o3 r D.ro 9.2z 9.22 D.Do��� �����D.Do��� � 9.zz....
..............................t................i................ .................i.................i.................i.....................................................i.................i.. ...t.....
worker ; 0.02 ...........i 0.02 0.22 0.00 B. 0.00 8.55 D.85 D.00 [ D.85 ; D,OD i....38,19..a....38,19..a.....0.00...a.....0.00..3...38,22...
T0181 r 0.03 j 0.08 j 0.26 j 0.00 j 8.88 j 0.00 j 8.88 j D.88 j D.DD j DO r DIM j ".39 j 0.39 j 0.00 j 0.00 j 0.M ja
6 of 23
3.2 New Trunk Sewer -2015
Mitigated Construction On-Site
ROG NOx CO I S02 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 CM N20 CO2e
PM10 PM10 Total PM2.5 PM2.5 Tofel CO2
Category tonsi MTlyr
Off-Road t 0.68 5]0 2.97 0.01 0.23 0.23 D.23 D.23 a 0.00 74614 i 74614 i 0.05 0.00 i ]4].28
Total r 0.68 5.70 2.97 0.01 M3 DM D.23 D.23 D.W 748.16 748.14 0.05 0.00 ]{].28
Mitigated Construction Off-Site
ROG NOx CO 502 1 Fugitive I Exhaust I PM10 I Fug tiv I Exhaust I PM2.5 1 Bio-CO2 I NBio- Toler CO2 CIM I N20 1 002a
PM10 PM10 Total PM 2.5 PM2.5 Total CO2
Category tonetyr MT/yr
Hauling ; 0,00 a 0,00 a O.OD a 0.00 i O.00 i O.00 i OW i DW i DM i 000 1 0.00 a 0.00 a 0.00 i 0.00 i 0.00 i 0,00
..............................t................................ ............................................................................................. ....."..................... - - - -
.........i.................i........... 9.22 9..22 ....... ....... 9..22
Ventlor ; 0.01 .... .....D.Ds D.a4 D.DD D.aD D.DD D.OD D.OD D.oD D.oD r D.ro 9.2z 9.zz D.Do... .....D.DD... .....9.zz....
..............................t................i................ .................i.................i.................i.....................................................i.................i.. ...t.....
woner p o.02 ...........i 0.02 0.22 0.00 O.OD O.00 0.00 D.00 D.00 [ D.00 i D,OD �....38,17..a....38,17..a.....0.00...a.....0.00..3...38,22...
T91e1 r 0.03 j 0.08 j 0.26 j 0.00 j D.00 j D.00 j D.00 j D.00 i D.OD j D.OD r DIM j ".39 j 0.39 j 0.00 j 0.00 j 0.M ja
7 of 23
3.2 New Trunk Sewer -2016
Unmitigated Construction On-Site
ROG I NDx CO S02 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 CM N20 CO2e
PM10 PM10 Total PM2.5 Pli5 Total CO2
Category tonsi Mi
OH-Roatl ; 0.25 2.02 1.17 0.00 0.08 008 D.09 D.09 a 0.00 296.41 i 29B.41 i 0.02 0.00 i 296.63
Total r 0.25 2.02 1.17 IN IN IN IN IN r IN � 296.41 � 296.41 � 0.02 0.00 � 296.63
Unmitigated Construction Off-Site
ROG NOx CO 502 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- Total CO2 CIM N20 002a
PM10 PM10 Total PM2.5 PM2.5 Total CO2
Category tonetyr Pill
Hauling ; 0.00 a 0.00 a O.OD a 0.00 i D.00 i D.00 i DM i DW i DM i 000 ; 0.00 a 0.00 a 0.00 i 0.00 'e 0.00 i 0.00
..............................t................................ ............................................................................................. .....a...................... - - - -
.........i.................i........... ....... ....... ....... ....... .......
ve�mr ; D.DD .... .....D.at D.DD D.1z D.aD D.1z D.at D.oD D.ot D.ro 3.BB 3.66 D.DD... .....o.eo... .....a.se....
..............................t................i................ .................i.................i.................i.....................................................i.................i.. ...}.....
woner ; D.01 ...........i 0.01 0.06 0.00 2.80 D. 3.0D D.28 D.00 [ D.28 ; D,OD.....i2.....1.5...W.......4.....1.5...W.......4.....0....0..0..
...4
.....0.00...4
....15.32...
T0161 r 0.01 j 0.03 j 0.09 j ON j 2.72 j 0.00 j 272 j D.P � IN j D.P r IN j 16.96 j 16.96 j 0.00 j 0.00 j I9.00 ja
8 of 23
3.2 New Trunk Sewer -2016
Mitigated Construction On-Site
ROG NOx CO I S02 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 CM N20 CO2e
PM10 PM10 Total PM2.5 Pli5 Total CO2
Category tonsi Mi
Off-Road t 0.25 2.02 1.11 0.00 0.08 008 D.OB D.OB a 0.00 2%,41 i 29B.41 i 0.02 0.00 i 296.B3
Total r 0.25 2.02 1.17 IN IN IN IN IN r IN � 296.41 � 296.41 � 0.02 0.00 � 296.63
Mitigated Construction Off-Site
ROG NOx CO 502 1 Fugitive I Exhaust I PM10 I Fugtiv I Exhaust I PM2.5 Bio-CO2 NBio- Total CO2 CH4 I N20 1 002a
PM10 PM10 Total PM 2.5 PM2.5 Total CO2
Category tonetyr Pill
Hauling ; 0,00 a 0,00 a O.OD a 0.00 i O.00 i O.00 i D,W i DW i DM i 000 1 0.00 a 0.00 a 0.00 i 0.00 i 0.00 i 0,00
..............................t................................ ............................................................................................. .....a...................... - - - -
ve�mr D.DD .... .....D.D1 D.DD D.aD D.DD D.DD D.DD D.DD D.DD D.ro 3.BB 3.66 D.Do... .....B.Bo... .....5.se....
..............................t................i................ .................i.................i.................i.....................................................i.................i.. ...}.....
worker ; 0.01 ...........i 0.01 0.06 O. D. O.00 0.00 D.00 D.00 [ D.00 i D,OD t....1530..1....1530..1.....0.00...4
.....0.00...4
....15.32...
T0161 r 0.01 j 0.03 j 0.09 j 0.00 j 0.00 j 0.00 j 0.00 j IN j IN j D.00 r IN j 16.9a j 16.9a j 0.00 j 0.00 j I9.00 ja
9 of 23
3.3 Sewer Improvements -2016
Unmitigated Construction On-Site
ROG NDx CO 502 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 CM N20 CO2a
Palo PM10 Total PM2.5 PM2.5 Tofal CO2
Category tonsi MTlyr
OR-Road ; 0.11 0,86 0.51 0.00 ON 0.04 D.04 1 D.04 0.00 123.38 i 123.38 i 0.01 0.00 i 123.57
Total r 0.11 0.86 0.51 0.00 0.114, D.04 Da" D.W r D,M 123.38 Inge 0.01 0.00 123.5T
Unmitigated Construction Off-Site
ROG NOx CO 502 Fugitive Exhaust PM10 Fugitive Exhaust PM .5 Bio-CO2 NBio- Total CO2 CIM N20 002a
PM10 PM10 Total PM2.5 PM2.5 Total CO2
Category tonetyr Pill
Hauling ; 0.00 a 0.00 a 0.00 a 0.00 i D.00 i D.00 i DW i DW i DM i 000 ; OW a OW i 0.00 'e 0.00 'e 0.00 i 0.00
..............................t................................ ............................................................................................. .....a...................... - - - -
.........i.................i........... ...... ...... ....... ....... ......
ve�mr ; o.DO ..... .....D.01 D.aO D.aB D.DD D.w D.01 D.oD D.o1 D.ro z.41 i 2.41 i D.DD��� �����D.DD��� �����z.si����
..............................t................i................ .................i.................i.................i.....................................................i.................i................t.....
woner ; D.Do ...........0.00 0.03 DAD IM D.W 1.02 0.10 D.OD D.10 ; D.00 i.....8.01....;.....6.01....;.....o.00...;.....0.00...;.....Oil...
Teb1 r 0.00 i 0.01 i 0." i Dum i 1.10 i DAD i 1.10 i 0.11 D.W j D.11 r DW j 1.42 j 8.92 D.00 D.00 B.N
10 of 23
3.3 Sewer Improvements -2016
Mitigated Construction On-Site
ROG NOx CO I S02 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 CM N20 CO2e
Palo PM10 Total PM2.5 PM2.5 Tofel CO2
Category tonsi MTlyr
C0-Road 1 0.11 0.86 0.51 0.00 ON 0.04 0.04 0.04 0.00 123.38 i 123.38 i 0.01 0.00 i 123.57
Total r 0.11 0.86 0.51 0.00 0.114, D.04 Da" D.W r D,M 123.30 123.30 0.01 0.00 123.A
Mitigated Construction Off-Site
ROG NOx CO 502 1 Fugitive I Exhaust I PM10 I Fug tiv I Exhaust I PM2.5 1 Bio-CO2 I NBs, Total CO2 CH4 I N20 1 002a
PM10 PM10 Total PM 2.5 PM2.5 To CO2
Category tonetyr Pill
Hauling 1 0.00 a 0.00 a 0.00 a 0.00 i 0.00 i 0.00 i DM i DW i DM i 000 1 0.00 a 0.00 i 0.00 i 0.00 'e 0.00 i 0.00
..............................t................................ ............................................................................................. .....a...................... - - -
ve�mr D.DD ..... .....0.01 D.DD D.aD D.DD D.DD D.DD D.DD D.DD D.ro z.41 i z.41 i D.Do... .....D.DD... .....z.si....
..............................t................i................ .................i.................i.................i.....................................................i.................i................t.....
woner D.00 ...........
O.OD 0.03 0.00 O.OD O.OD 0.00 D.OD D.00 D.00 ; D.00 i.....6.01....;.....6.01....;.....0.00...4
.....0.00...4
.....e.02...
Teb1 r 0.00 j 0.01 j D.04 j 0.00 j 0.00 j 0.00 j 0.00 j D.00 i D.OD j D.OD r D.00 j 1.42 j Ill j 0.00 j 0.00 j 8.0
11 of 23
3.4 Manhole Rehabilitation -2016
Unmitigated Construction On-Site
ROG NOx CO 502 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 OH4 N20 CO2a
Palo PM10 Total PM2.5 ME Tofal CO2
Category tonsi Pill
OR-Roa0 ; 0.02 0.20 0.09 0.00 0.01 0.01 D.01 1 D.01 0.00 28.91 i 28.91 i 0.00 0.00 i 28.%
Total r 0.02 0.20 0.09 0.00 0.01 D.01 D.01 D.01 D.W 28.91 28.91 0.00 0.00 28.93
Unmitigated Construction Off-Site
ROG NOx CO 802 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- Telal CO2 CH4 N20 002a
PM10 PM10 Total PM2.5 PM2.5 Total CO2
Category tonslyr MT/yr
Hauling ; 0.00 a 0.00 a O.OD a O.OD i O.00 i O.00 i DW i DW i 0W i 000 ; 0.00 a 0.00 i 0.00 i 0.00 'e 0.00 i 0.00
..........Vn..tlo..r..........t;....O. ...."..................... ....-.....
- ...-................
.... ...-
..... ...D 0.01 D D DDD D.DD D.DD D.ro D.w 0.97 D.Do D.DD D.9TD.a D.a D.a3 DDD D.m
..............................t................i................ .................i.................i.................i.....................................................i.................i.. ...t.....
woner ; D.Do ...........0.00 0.01 O. 0.3D O.OD D.30 D.03 D.00 D.OS ; D.OD i.....I.TS...a.....I.TS...a.....0....0..0......
....0.00...a.....0.00...a.....f.TS...
Till l r 0.00 j 0.01 j 0.01 j ON j DA3 j 0.00 j 0.33 j D.03 j D.00 j D.0 r DAO j 2.72 j 2.72 j 0.00 j 0.00 j 2.72
12 of 23
3.4 Manhole Rehabilitation -2016
Mitigated Construction On-Site
ROG NOx CO I 502 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- I Total CO2 OH4 N20 CO2e
Palo PM10 Total PM2.5 ME Tofal CO2
Category tonsi Pill
Off-Road 1 0.02 0.20 0.09 0.00 0.01 0.01 D.01 1 D.01 0.00 28.91 i 28.91 i 0.00 0.00 i 28.%
Total r 0.02 0.20 0.09 0.00 0.01 D.01 D.01 D.01 D.W 28.91 28.91 0.00 0.00 28.98
Mitigated Construction Off-Site
ROG NOx CO 502 1 Fugitive I Exhaust I PM10 I Fug tiv I Exhaust I PM2.5 1 Bio-CO2 Nast, I Tell CO2 CHI I WO 002a
PM10 PM10 Total PM 2.5 PM2.5 Total CO2
Category tonagr MTryr
Hauling 1 0.00 a 0.00 a 0.00 a 0.00 i O.00 i O.00 i 000 i DW i 0W i 000 I 0.00 a 0.00 i 0.00 i 0.00 'e 0.00 a 0.00
..............................t................................ ............................................................................................. ....."..................... - - - -
ve�mr D.DD D.m .... .....D.aD D.aD D.aD D.DD D.DD D.DD D.DD D.DD r D.ro D.w o.9T D.Do... .....D.DD... .....D.9T...
..............................t................i................ .................i.................i.................i.....................................................i.................i.. ...t.....
woner D.0o ...........
...........
D.Do D.a1 o.ao D.00 D.00 D.00 D.00 D.ao D.00 D.ao '.....i.is...'.....i.is...'.....o.00...'.....o.00...'.....i.ia...
Tebl r 0.00 j 0.01 j 0.01 j 0.00 j 0.00 j 0.00 j 0.00 j D.00 j D.00 j D.00 r D.00 j 2.72 j 2.72 j 0.00 j 0.00 j 2.72
13 of 23
3.5 Paving -2016
Unmitigated Construction On-Site
ROG NO CO 502 Fugitive Exhaust PM10 Fugitive Exhaust PM25 Bio-CO2 NBio- Total CO2 CM N20 CO2e
PM10 PM10 Total PM2.5 PM2.5 Total CO2
tonsi Mi
Oft a 1 0.10 0.78 0.4 0.00 0.04 0.04 0.04 0.04 i 0.00 a 99.84 i 99.84 i 0.01 4 0.00 i 100.01
.............................. ................I................i.................i.................i.................i...................................i.. ....... ...{........ .....i.................
Paving . cum i e e e i O.OD ? O.OD ? ? D.00 !..._D.00 i D,W....p.._D,W.........0,D0...a.....O,OD_..a..._O.OD_..a.....O.00.....
To I r 0.10 j 0.78 j B." j D.W j D.00 D.DI D.M D.M r 0.00 j 99.84 j 99.84 j 0.01 j 0.00 j 100.01
Unmitigated Construction Off-Site
ROG I NOx 00 502 I Fugitive I Exhaust I PM10 I Fugitive Exhaust PM2.5 1 Bio-CO2 NBio- TotWCO2 CHI N20 CO2e
P1,110 PM10 Total PM 2.5 PM2.5 Tofel CO2
Category tons w4i,
Hauling 1 0.00 0.00 0.00 0.00 0.00 0.00 D.00 E 0.00 DW 0.00 0.00 0.00 0.00 4 0.00 0.00 4 0.00
.............................. ................i................3.................i.................i.................i...................................... ...{....................i................. ....... ..... ...... . .... ...... ....... ......
venaer p o.00 0.01 o.ao D.ao ON D.oD D.M D.00 D.ao D.ao o,ao....1.....1,as...'.....i,os...'.....o,00...'.....o.00_..'.....i.oe....
..............................
F................e.....0.......... .................i.................i.................i.................i.................i.................e....... ......}...................... - - - -
..........i.......... ...... ....... ....... ....... .......
wo:ker o.00 .... .....o.00 i o.DD i D.ao i D.az i D.ao i D.az i D.oe D.oO D.m D.ro i I.BI I.Ba o.00... .....D.Do... .....s.aa...
Ta I r 0.00 0.01 0.03 0.00 D.98 D.00 D.BB D.DB D.DD D.DB IN 5.90 5.90 0.00 MIX IIM
14 of 23
3.5 Paving -2016
Mitigated Construction On-Site
ROG NO CO 502 Fugitive Exhaust PM10 Fugitive Exhaust PM25 Bio-CO2 NBio- Total CO2 OH4 we CO2e
PM10 PM10 Total PM2.5 FINE Tofel CO2
tonsi Mi
0111'Rood 1 0.10 0.78 0.44 ODO 0.04 0.04 0.04 I 0.04 I 0.00 i 99.84 i 99.84 i 0.01 4 0.00 i 100.01
.............................. ................i................i.................i.................i.................i...................................i.. ....... ...{........ .....i.................
Paving 1 0.00 i e e e i O.OD ? O.OD ? ? D.00 !..._D.00 I D,W....p.._D,W.........0,D0...a.....0,00_..a..._O.OD_..a.....O.00.....
To I r 0.10 j 0.78 j B.44 j D.DO j D.00 DD4 11.04 11.04 r 0.00 j 99.84 j 99.84 j 0.01 j 0.00 j 100.01
Mitigated Construction Off-Site
ROG NOx CO 502 I Fugitive I Exhaust I PM10 I Fugitive Exhaust P142.5 1 Bio-CO2 NBio- TeACO2 CH4 I N20 CO2e
Puto PM10 Total PM2.5 PM2.5 Tofel CO2
Category tons w4i,
Hauling 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 E 0.00 000 0.00 0.00 0.00 4 0.00 4 0.00 4 0.00 4 0.00
.............................. ................i................3.................i.................i.................i...................................... ...{....................i................. ....... ..... ...... . .... ...... ....... ......
venaer p o.00 0.01 o.ao D.ao D.oD D.oD D.00 D.oD D.ao D.ao o,ao....1.....1,as...'.....i,os...'.....o,00...'.....o.00_..'.....i.oe....
..............................
F................I................ .................i.................i.................i.................i.................i.................e....... ......}...................... - - - -
..........i.......... ...... ....... ....... ....... .......
wo:ker o.Do .... .....o.Do i o.DD i D.ao i D.ao i D.ao i D.Do i D.00 D.oD D.oD D.ro i s.eb s.eb o.DD... .....D.DD... .....s.aa...
Taal r 0.00 0.01 0.03 0.0 IN IN D.DO D.DO DAD DAD DIM 5.90 5.90 0.00 111.00 5.80
4.0 Mobile Detail
4.1 Mitigation Measures Mobile
15 of 23
ROG NOx CO I 502 I Fugitive Exhaust PM10 Fugitive Exhaust PM25 Bio-0O2 NBio- Total CO2 CM N20 CO2e
PM10 PM10 Total PM25 PM25 Total CO2
Category tonsi Wry,
Mitigated 1 0.00 ? 0.00 ? DOD ? DOD ? 000 ? DOD ? DDD ? DDD DOD DOD ; DW ? DW ? 0.00 ? 0,00 ? 0,00 ? 0.W
I I I
..............................a.................................;..............._:..............._:.....0...... 0...... ....... ...............................................+.............._:................;................;................;................;.....0..........
umm�igatea O.Oo O.Oo O.aO O.aO O.DO O.DO O.oO O.oO DOD DOD O.ao O.ao 000 0,00 0,00 O.Oo
rotas NA NA NA NA NA NA NA NA NA say taA NA as, NA NA NA
4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual WIT Annual VMT
General Light Industry I 0.00 0.00 0.00
Total 0.00 0.00 D.00
4.3 Trip Type Information
Miles Trip
Land Use H-W Or C-W H-3or C-C H-Oor C-NW I H-W or C.W H-S or C-C H-Oor C-NW
General Light Industry 16.60 S40 6.90 59.00 280D 13.00
5.0 Energy Detail
16 of 23
5.1 Mitigation Measures Energy
ROG NO. CO 502 Fugitive Exhaust PM10 Fugitive Exhaust PM2.5 Bic-CO2 NBio- Total CO2 CM N20 CO2e
PM10 PM10 Total PM2S PMi TOtaI CO2
tonsryr M ry
Ela icily DDU D.DD D.W DACID I D00 a DOD a J,W a 0,00 0.00 0,00
Mitigated
• :................?................e................e................e.....�................ .........._e.....D...... ....... ....... ....... ....... ....... _................_ O...... _ 0...... _ O........._:..... ...........
ElevYriciry D.DD D.DD D.DD D.DD D.DD D.DD D.DD o.ao o.ao D.00
................ ....... ...........i........... ......... ............ .. ............ .. ...............
Nwistr D.O D.a D.a D.D D.o D.D D.D D.D D.D D. o D. oD.DD 0.100 D. o
Mi0gatetl
............................_ .............................................................. ....... ....... ....... ....... .......:............
NaturalGas � 0.00 0.00 0.00 ? D.OD ? ? 0.00 D.OD ............D.00....�.....D.OD...�....D,......00....�.....D,......00._d.....0,....00.-d.....0.00......._-q.....0.00.......__q.....0.00......._..
Unmitigmed
Total NA NA NA NA NA NA NA M NA M m m m M M NA
5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas Use ROG I NOx CO 502 Fugiti Exhaust PMiD Fugiti a Exhaust PM2.5 Na-CO2 NBio- TOWICO2 Cl6 N20 CO2e
PM,0 PMtU Total PM2.5 PM2-5 Total CO2
LnMUse kBTU tonslyr MTlyr
General Light ? 0 I 0.00 0.00 0.00 ? 0.00 ! ? 0,00 ? 0.00 [ ? 0,00 ? 0,00 D00 ? D00 ? D00 ? D00 D00 D00
Industry
Total D.00 11.00 D.00 D.00 0.00 0.00 0.00 0.00 • 0.0 � 0.00 � D.DD � DOD � D.00 1 DAN
17 of 23
5.2 Energy by Land Use - NaturalGas
Mitioated
NaturalGas Use RCG NCx CO BC2 Fugitive Exhaust PM10 Fugitive ExM1aust PM25 Bb-CO2 NBiP- TotaICO2 CHI N2O CO2e
PM10 PMUD Tolal PM2.5 PM2.5 TWaI CO2
Land Use kBTU tonstyr Mi
General Light i 0 w 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 OM i OM 0.00 i DM 0.00 0.00
Industry
Total 0.00 0.00 0.00 11.00 0.00 om 0.00 0.00 r o.00 0.0o MW 0.00 0.00 0.00
5.3 Energy by Land Use - Electricity
Unmitigated
ElesincXy Use ROG I NOx CO BC2 I Total CO2 CHI I 2O I CO2e
Land USe kMh tonstyr MIMI
General Light e 0 V 0.00 0.00 0.00 0.00
Industry
.7 0.00 0.00 0.00 0.00
18 of 23
5.3 Energy by Land Use - Electricity
Mitigated
Eledricky Use ROO Near CO 502 Total Co, Cm N20 CO2e
Land Use kWh mney-
General Light i 0 v 0.00 0.00 000 070
Indust"
rout 0.00 0.00 0.00 0.00
6.0 Area Detail
6.1 Mitigation Measures Area
ROG N07 00 S02 I Fugitive I E.houst I PM10 I F,gtiv I Exhaust I PM25 Bio-CO2 Wio- Total CO2 cm N20 002a
PM10 PM10 Total PM 2.5 PM25 Total CO2
Category tonal, EIT/yr
Mitigated 051 i 0.00 i 0.00 i 0.00 i [ 000 i O.OD i D.W D.IW I OW i OW i OW i 0,00 i 0,00 i 0.00
..............................j.................e..................................e...................................e....................................
............ ......I....................... _ _ _
Unmitigatetl 0.31 .....i.................i......
0.00 0.a0 o.w 01 D.DO i D.oD D.oD O.ao O.ao �.....0.ao...;.....0.00_.. .....0.00_.. .....o.ao_..
rotat NA Nty NA NA NA Nty Nty Pity m Xty Pity Pity Pity Pity Pity Pity
19 of 23
6.2 Area by SubCategory
Unrnitiaated
ROG NOx CO I 502 I Fugitive I Exhaust I PM10 I Fugitive I Exhaust I PM25 1 Bio-CO2 NBio- Tob10G2 CM N20 CO2e
PM10 PM10 Total PM2.5 PM2.5 Total CO2
BuWMWory tonsi MTlyr
Architectural f 0.08 O.00 0.00 D.00 D.OU ; 0W a DAO a 0.00 a 0.00 0.00 0.00
Coating
t
...............:................a..............._:..............._:................................._........................................i.......
..........:......
Con. f 0.24 e e e e e 0.00 a O.OD i i DMi D.OD...�....UOD..........O.oD.........0.00.........0.00_ ..._....0.00_ ..._....0.00_..
......_ProEutla.........................i................i.................i.................i.................i....................................... ....... ....}......
7 0.00 .. .....i.......
taMscapng j 0.00 ..........i.......e 0.00 0.00 0.00 O.OD 000 i 00D ; D,ao....'.....o.ao...•.....o.ao...•.....o.00... .....o.00... .....o.00_..
Till r 0.02 j 0.00 j 0.00 j MIX j � 0.00 j D.00 j � 0.00 j IM r IN I IN 1 0.00
Mlhaated
ROG 1407 CO 1 502 I Fugitive I Exhaust PM10 Fugitive Exhaust PM2.5 Bio-CO2 NBio- TOta1002 CM I N20 I CO2e
PM10 PM10 Total PM25 PM25 Total CO2
BuECateDory tons MTlyr
Architectural 7 0.08 e e O.w a 000 ! ! 000 i D.00 0.00 0.00 a 0.00 a 0,00 a 0,00 a 0.00
Coating
............................_ ................i................ .............................................. ....... ....... ....... ....... ....... ....... ....... ....... ....... ....... ............:..... .....i..... .....:.....
wnsutnx ; o.z4 i i D.aD ....�....D.oD D.DD D.DD D.ro uro D.DD o.Do o.Do o.DD
Prctluda
f
�...............e................a..............._:................:................e............ ....... ....... ....... D..... ....... ........ _ ........ _ ........ _ ...... _ O........._:.....
taMacagn9 i 0.00 a 0.00 a O.OD a 0.00 e e 0.00 a D.OD i ...........DOD.........O.OD........D.oD..........D.OD...._...0.00...._...0.00 .. .....0.00_.. .....0.00_..
Total r 0.32 1 IN I 0.00 j 0.00 j j D.aO j D.00 j j 0.00 j 0.410 1 0.00 1 DIM I O.00 1 0.00 1 0.00 1 IN
7.0 Water Detail
20 of 23
7.1 Mitigation Measures Water
ROG NO. I CO I GO2 TOWICO2 CM I N2O I COle
Category tons/yr MTNr
Mitigated 0.00 0.00 0.00 0.00
e e i i e
..............................t.................:................a.................r.................r.................r.................i.................i.................
UeT tioa zd 0.00 ? O.Op ? 0.00 D.OU
Total NA I NA NA j NA j NA j NA NA j M
7.2 Water by Land Use
Unmitigated
IMoar'00door Roc I NOx CO I GO2 TOWICO2 CM I N2O I CO2a
J.
lanAllse Mgal Wnsi Ni
General Light i 010 0.00 0.00 0.00 0.00
Intluatte Tofel 0.00 0.00 0.00 0.00
21 of 23
7.2 Water by Land Use
Mitigated
Ind..MOutdoor ROG NOx I CO 502 Total CO2 OH4 N20 O02e
Use
blld Lbe MOW tonstyr
General Light a 010 0.00 0.00 om 0.00
Industry
Tom 000 0.00 om 0.00
8.0 Waste Detail
8.1 Mitigation Measures Waste
CateaomlYear
FOG NOx I Go 502 Total CO2 OF4 N20 GOle
tonsryr MTlyr
Mitigated 000 000 000 000
................ _.......... ................i.................e.................e.................i..................... .....................................
D00D00
unmet area o.00 o.00 o.00 o.00....�
Total m m m NA NA m NN m
22 of 23
8.2 Waste by Land Use
Unmitigated
Waste ROG NOx CO 502 Tobl CO2 CMN20 CO2e
Disposed
Land Use tons mnstyr
General Light e 0 v 0.00 0.00 0A0 0.00
Intlustry
rotas 0.00 0.00 0.00 0.00
Mitigated
Waft ROM NOx CO EM Total CO2 CHI NZO CO2e
Disposed
Lard Use tom mnstyr M9yr
General Light e 0 v 0.00 0.00 0.00 0.00
Intlustry
rent 0.00 0.00 0.00 0.00
9.0 Vegetation
23 of 23
Gisler-Red Hill System Improvements,Reach B Appentlir B
APPENDIX B
BIOLOGICAL RESOURCES LETTER REPORT
October 2,2014 %FEM
Emilie Johnson,Principal Environmental Planner
TETRA TECH
17885 Von Karman, Suite 500
Irvine, CA 92614-6213
Re: BIOLOGICAL SURVEY RESULTS FOR GISLER-RED HILL SYSTEM
IMPROVEMENTS,REACH B
Dear Ms. Johnson:
This report serves to document the findings and conclusions of our review and field study of
biological resources associated with the project area for the Gisler - Red Hill System Improvements,
Reach B, between Warner Avenue and Edinger Avenue where project implementation is planned to
extend into unpaved area not previously addressed in prior environmental documentation.
At your request, PCR conducted a review of the project plans and inspected the Draft and
Final Program Environmental Impact Reports (EIR and FEIR [Environmental Science Associates,
June and October, 1999]) for the Orange County Sanitation District(OCSD) 1999 Strategic Plan. On
September 18, 2014, a PCR biologist conducted a pedestrian survey of the area on the southeast side
of Red Hill Avenue to observe and characterize the existing conditions and evaluate the potential for
plants and wildlife to occur in the area potentially affected by the planned wastewater system
improvements.
Project Description
This project will upsize approximately 4,900 linear feet of Trunk sewer between Edinger
Avenue and Wamer Avenue to increase capacity; abandon the replaced portion of the Trunk sewer
between Edinger Avenue and Warner Avenue once all new sewers and manholes have been
completed; repair portions of the Trunk and Interceptor sewers with a cured-in-place plastic pipe;
and rehabilitate or replace existing Trunk and Interceptor manholes between Mitchell Avenue and
McGaw Avenue. Ancillary project elements involve: improvements to diversion structures at the
intersections of Mitchell Avenue and Newport Avenue, and Mitchell Avenue and Red Hill Avenue;
and other rehabilitation work to be performed at these intersections as well as at Red Hill Avenue and
Edinger Avenue. These intersections are located in completely developed urban areas with virtually
no landscaping. The planned work in these locations would not affect biological resources since no
biological resources exist in these specific work areas.
For the purpose of this study, it is understood that the major project work associated with
Trunk sewer construction will occur within the right-of-way of Red Hill Avenue. The proposed
method of construction for the new Trunk sewer is open trench construction to a depth of
approximately 20 feet. The cured-in-place rehabilitation is a trenchless repair that does not require
excavation. Based on PCR's inspection of the plan exhibits for the project, the work would include
2121 Alton Parkway, Suite 100, Irvine, California 92606 INTERNET www.pornetoom TEL 949.753.7001 FAX 949.753.7002
Emilie Johnson,Principal Environmental Planner =
TETRA TECH
October 2,2014-Page 2
disturbance or removal of landscape shrubs and trees located on the southeast side of existing road
surface and curb. Completion of the project will ultimately widen the road footprint of Red Hill
Avenue by up to approximately 20' on the southeast side of the existing southeastern curb.
Field Survey Results
PCR reviewed the Trunk sewer project plans for the alignment along Red Hill from Warner
to Edinger overlaid on a recent aerial photograph to determine whether any biological resources may
occur in the project area and vicinity. This review identified areas containing patches of vegetation
presumed to be landscaping consisting of ornamental shrubs, trees, and some groundcover along the
southeast side of Red Hill Avenue. On September 18, 2014, PCR biologist Bob Huttar performed a
pedestrian survey and characterized the subject area as follows.
Land use on the northwest side of Red Hill Avenue consists of commercial and light
industrial and there are patches and strips of landscaping along some sections of the street frontage.
There are no significant open space areas or naturally vegetated areas on the northwest side of Red
Hill that may support any significant biological resources. Moreover, the planned activities
associated with the Trunk sewer construction would not cause any substantial disturbance on that
side of the roadway.
On the southeast side of Red Hill (from Warner to Edinger), land use is a mix of commercial
and educational facilities, along with the Orange County Rescue Mission, and a nearly vacant area
from opposite Warner Avenue to Perry Drive. Red Hill Avenue is subject to a high volume of
traffic during the day,particularly during the morning and evening commuting hours.
The area where the project would require ground disturbance of an unpaved area lies within a
narrow strip along the southeast side of existing Red Hill Avenue. The section between Edinger and
Valencia Avenues is covered by ornamental, mostly non-native, vegetation which is regularly
maintained. The vegetation is comprised of a variety of groomed grass lawns, low groundcovers,
shrubs, hedges, and ornamental trees including short trees such as carrotwood (Cupaniopsis
anacardioides) and jacaranda (Jacaranda mimosifolia), generally less than 10 feet in height, and
some taller trees including lemon scented eucalyptus (Corymbia citriodora), Aleppo pine (Pinus
halapensis), and western sycamore (Platanus racemosa), which may exceed 60 feet in height. In
this segment along Red Hill, the trees appear to be regularly pruned and exhibit fairly sparse, open
canopies. However, the section along the southeast side of Red Hill from Valencia Avenue to
Warner Avenue does not appear to be maintained regularly. Ground cover is generally lacking or has
been neglected. Many trees also occur in this section such as carrotwood, Peruvian pepper (Schinus
molle),juniper(Juniperus sp.), and lemon scented eucalyptus. In general,the tree canopies are more
dense than the section to the north (from Valencia to Edinger), because the area is not subject to
regular maintenance.
Emilie Johnson,Principal Environmental Planner
TETRA TECH
October 2,2014-Page 3
No nests were observed during the brief survey effort. However, despite the traffic noise and
disturbance along the road, some species of native songbirds that are well adapted to urban areas
(e.g., house finch, northern mockingbird, American robin, etc.) may still nest in the landscaped
areas, particularly in the more dense shrubs and tree canopies found between Warner and Valencia
Avenue. It is less likely, but not impossible that some urban-adapted raptors (birds of prey) such as
red-shouldered hawk might nest in a few of the larger denser canopied trees. However, the tall trees
in the section between Edinger and Valencia Avenues offer little nesting opportunity to raptors
because pruning has eliminated much of the concealing foliage. Some of the trees located between
Valencia and Warner Avenues are better suited for nesting but it is more likely that raptors would
select nest sites in trees located away from the traffic on Red Hill.
In summary, although the existing landscape shrubs and trees may offer some limited nest
opportunities to urban-adapted avian species, the project area contains no areas of natural vegetation
or habitat that could support any special status species of wildlife or plants. The project area is
highly developed and situated in a densely populated urban area and no significant biological
resources are known or expected to occur in the project area or immediate vicinity.
Relevant EIR Comment and Mitigation Measure
Notably, the U.S. Fish and Wildlife Service submitted comments in response to the Draft
EIR for the OCSD 1999 Strategic Plan that recognized the potential for the project to impact nesting
birds, even in highly urbanized areas, stating, as part of Comment 11, in their letter: "Even in highly
urbanized areas, flood control channels can sustain wetlands and provide habitat for wildlife. Direct
impacts to habitats should be avoided and minimized and appropriate measures should be taken to
mitigate any unavoidable significant impacts. Also, in areas with the potential for nesting birds
(e.g., trees present), construction should be conducted outside of the nesting season. Alternately, a
biological monitor should survey prior to, and/or during, construction to ensure that no nests are
disturbed or removed as a result of the project." The project area contains no flood control channels
or wetlands, but there are sizable trees and shrubs that could provide nesting habitat, at least for a
few native species. It is important to recognize that while an activity that results in the loss of a nest
of a relatively common bird species should not be considered a significant impact to biological
resources under CEQA, it would still be a violation of both the federal Migratory Bird Treaty Act
(MBTA)and the California Fish and Game Code.
The response to this U.S. Fish and Wildlife comment in the Final EIR noted that "mitigation
measure 7.3-1 states that construction projects that could impact undeveloped areas or open space
would require additional biological surveys and impact assessments. This would include the
removal of trees along construction corridors within the Service Area." Specifically, the referenced
mitigation measure stipulates that:
Measure 7.3-1: Additional CEQA Review. If in the future, as OCSD develops the design
of each specific collection system project for implementation,a project alignment includes
Emilie Johnson,Principal Environmental Planner
TETRA TECH
October 2,2014-Page 4
unpaved, undeveloped park or open space area, OCSD will conduct additional CEQA review
as needed to clarify and address potential impacts to biological resources.
While the area in question is not recognized specifically as a park or "open space", it does
contain trees that may provide nesting opportunities and thus warrants some consideration with
regard to the project's potential to impact resources. Therefore, this study, as described herein,
fulfills the requirement for a supplemental biological survey and will support the additional CEQA
review requirement established by the mitigation measure. The conclusions provided below are
intended to clarify and address this project's potential impacts.
Conclusions
The Gisler—Red Hill System Improvements, Reach B project will encroach into the existing
landscaped area immediately adjacent to the existing paved road surface on the southeast side of Red
Hill Avenue. Construction will require removal of some of the existing trees and shrubs. Since
some of the trees and shrubs that will be removed could be used as nest sites by native bird species
that are adapted to living in urban areas,the potential exists for the project to result in direct impacts
to nesting birds if vegetation is removed while birds are actively nesting. Such impacts would not be
considered biologically significant since the potentially affected species are not considered rare or
endangered. Nevertheless, such potential loss would be avoided by maintaining compliance with
existing State and federal regulations protecting nearly all native bird species.
Recommendations
No specific mitigation or monitoring would be necessitated by the CEQA mitigation measure
stipulated in the Final EIR other than the analysis conducted by and for the project contained herein.
However, in order to maintain compliance with the State Fish and Game Code and the
federal MBTA, it is recommended that the project include a provision to:
Remove the vegetation within the project footprint (i.e., "clear and grub") between
August 31 and March 1;
If the recommendation above cannot or will not be possible or practical, then the following
alternate measure would be recommended:
• Surveys shall be conducted by a qualified biologist not more than 7 days and preferably
within 3 days prior to initiating clearing and grubbing activities if such activities must be
performed during the nesting season (assumed to last from March 1 to August 31). If
surveys identify early nesting activities (e.g., nest building, territory protection behavior) or
nests, the biologist may contact the California Department of Fish and Wildlife and the U.S.
Fish and Wildlife Service and request authorization to restrict nesting activities if no eggs or
Emilie Johnson,Principal Environmental Planner
TETRA TECH
October 2,2014-Page 5 %FM
nestlings are present or, if eggs or nestlings are found, the activity must not disturb the active
nest(s)until the young have fledged or the nest is observed to be inactive.
If there are any comments or questions regarding the information or recommendations provided
in this report,please contact me at(949)753-7001 ext. 2114.
Sincerely,
PCR SERVICES CORPORATION
"�Iww CR
Scott Holbrook
Principal Biologist