HomeMy WebLinkAbout2015-10-13 - AGENDA REPORTS - MC 09-108 (2)EXHIBIT A
FINDINGS REQUIRED BY CEQA
1.0 INTRODUCTION
1.1 PURPOSE
Public Resources Code section 21081 and State CEQA Guidelines section 15091 require that the
lead agency, in this case the City of Santa Clarita (City), prepare written findings for identified
significant impacts, accompanied by a brief explanation of the rationale for each finding.
Specifically, State CEQA Guidelines section 15091 states, in part, that:
a. No public agency shall approve or carry out a project for which an Environmental Impact
Report (EIR) has been certified which identifies one or more significant environmental
effects of the project unless the public agency makes one or more written findings for each of
those significant effects accompanied by a brief explanation of the rationale for each finding.
The possible findings are:
1 . Changes or alterations have been required in, or incorporated into, the project which
avoid or substantially lessen the significant environmental effects as identified in the final
FIR.
2. Such changes or alterations are within the responsibility and jurisdiction of another public
agency and not the agency making the finding. Such changes have been adopted by such
other agency or can and should be adopted by such other agency.
3. Specific economic, legal, social, technological, or other considerations, including
provision of employment opportunities for highly trained workers, make infeasible the
mitigation measures or project alternatives identified in the final FIR.
In accordance with Public Resource Code section 21081 and State CEQA Guidelines section
15093, whenever significant impacts cannot be mitigated to below a level of significance, the
decision-making agency is required to balance, as applicable, the benefits of the project against
its unavoidable environmental risks when determining whether to approve the project. If the
benefits of a project outweigh the unavoidable adverse environmental effects, the adverse effects
may be considered "acceptable."
The Final FIR for the Via Princessa East Extension project (project) identified potentially
significant effects that could result from project implementation. The City finds that the inclusion
of certain mitigation measures as part of the project approval will reduce most, but not all, of
those effects to less -than- significant levels. Those impacts that are not reduced to less -than -
significant levels are identified and overridden due to specific project benefits.
As required by California Environmental Quality Act (CEQA,) the City, in adopting these
findings, also adopts a Mitigation Monitoring and Reporting Program (MMRP) for the project.
The City finds that the MMRP, which is incorporated by reference and made a part of these
findings, meets the requirements of Public Resources Code section 21081.6 by providing for the
implementation and monitoring of measures intended to mitigate potentially significant effects of
the project.
In accordance with CEQA and the State CEQA Guidelines, the City adopts these findings as part
of its certification of the Final FIR for the project. Pursuant to Public Resources Code section
21082. 1, subdivision (c)(3), the City also finds that the Final FIR reflects the City's independent
judgment as the lead agency for the project.
1.2 ORGANIZATION/FORMAT OF FINDINGS
Section 1.0 contains a summary description of the project and background facts relative to the
environmental review process. Section 2.0 identifies the significant impacts of the project that
cannot be mitigated to a less -than -significant level (even though all feasible mitigation measures
have been identified and incorporated into the project), while Section 3.0 identifies the
potentially significant effects of the project that will be mitigated to a less -than -significant level
with implementation of the identified mitigation measures. Section 4.0 identifies the project's
potential environmental effects that were determined not to be significant. Section 5.0 discusses
the feasibility of the project alternatives.
1.3 SUMMARY OF PROJECT DESCRIPTION
The proposed project involves the construction of a new roadway segment between Golden
Valley Road and the existing roadway terminus near Sheldon Avenue. The Via Princessa East
Extension would be one of the primary east -west arterials through the City of Santa Clarita. The
proposed roadway would be approximately 1.2 miles in length and is designated as a Major
Arterial Highway per the City's Master Plan of Arterial Highways. The proposed roadway would
consist of a six -lane facility with a 14 -foot raised landscaped median, a 10 -foot
sidewalk/parkway on each side, and a 12 -foot two-lane bike path along the south side. The
vehicle lanes adjacent to the median would be 12 feet wide, the middle lanes would be 11 feet
wide, and the right lanes would be 12 feet wide. The typical right-of-way width would be
116 feet.
The portion of Via Princessa between Sheldon Avenue and Rainbow Glen Drive that is currently
constructed as a half section would be completed by constructing the south side of the roadway.
In this section, the roadway would be constructed to a typical right-of-way width of 104 feet,
consistent with the original design for this section. The total project area including remedial
grading acreage is 25.2 acres.
For a detailed discussion of the project description and setting, please see Section 3.0, Project
Description, of the FIR.
1.4 PROJECT OBJECTIVES
The project objectives include the following:
1. Implement the goals of the Circulation Element of the City's General Plan, including
connectivity between Golden Valley Road and Rainbow Glen Parkway.
2. Improve local access to residential and commercial areas within the City of Santa Clarita.
3. Improve roadway level of service and the circulation network.
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4. Promote opportunities for new development by extending needed infrastructure systems.
5. Help close a gap segment in the City's planned roadway system.
6. Reduce vehicle miles traveled by creating a more direct route for motorists, eliminating
circuitous driving patterns.
The City has considered the statement of the objectives sought by the project as found in Section
3.0, Project Description, of the EIR. The City adopts these objectives as part of the project.
1.5 INITIAL STUDY AND NOTICE OF PREPARATION
Preliminary environmental review of the Via Princessa East Extension project (project) was
conducted by the City's Community Development Department. hi the initial Notice of
Preparation (NOP), the City determined that the proposed Via Princessa East Extension project
may have potentially significant effects on several environmental impact categories, including:
(a) hazards (geotechnical, flood, and noise); (b) resources (water quality, air quality, biological,
cultural resources, and visual resources/aesthetics); (c) services (transportation/circulation); and
(d) other categories (land use).
The NOP was circulated for a 30 -day review period from September 21, 2009 to
October 21, 2009. The NOP were circulated pursuant to the requirements of the State CEQA
Guidelines in order to solicit input from responsible and interested public agencies and the
community regarding the content of the EIR. In addition, to facilitate local participation, the City
held a Scoping Meeting on the project and solicited suggestions from the public and other
agencies on the scope and content of this Draft EIR. The meeting took place at City Hall,
23920 Valencia Boulevard, Santa Clarita, on October 29, 2009.
In response to the NOPs and Scoping Meeting, comment letters and other input were received
from interested agencies, organizations, and others, copies of which are presented in Appendix
1.0 to the Draft EIR. Based on the results of the City's NOP and scoping efforts, the following
topics were evaluated in the EIR:
1. Air Quality
2. Biological Resources
3. Cultural Resources
4. Geology and Soils
5. Greenhouse Gas Emissions
6. Human -Made Hazards
7. Hydrology
8. Land Use
9. Noise
10. Transportation and Circulation
11. Visual Resources
2.1 AIR QUALITY
2.1.1 Unavoidable Significant Impacts
A localized air quality impact would occur since project construction would result in PM10 and
PM2.5 emissions that exceed the localized significance thresholds at nearby sensitive receptors.
Recommended mitigation measures would reduce construction -related emissions to some extent.
Moreover, it is not expected that feasible mitigation exists that would reduce these emissions to a
sufficient degree that the construction -related emissions would be below the South Coast Air
Quality Management District's (SCAQMD) emission -based thresholds of significance. For these
same reasons, implementation of these mitigation measures would not be likely to reduce the
impacts to less than significant levels. Therefore, construction -related emissions for the proposed
project would be considered significant and unavoidable.
2.1.2 Mitigation Measures
MM 4.1-1: Prior to grading permit issuance, the project applicant and/or contractor shall
develop a Construction Emission Management Plan to minimize construction -related emissions.
At a minimum, the plan shall require the following:
0 Suspend the use of all construction equipment during first -stage smog alerts.
• Suspend all excavating and grading operations when wind speeds (as instantaneous gusts)
exceed 25 mph.
• Post -January 1, 2015: All off-road diesel -powered construction equipment greater than
50 horsepower shall meet Tier 4 off-road emissions standards. In addition, all
construction equipment shall be outfitted with the Best Available Control Technology
(BACT) devices certified by California Air Resources Board (CARB.) Any emissions
control device used by the contractor shall achieve emissions reductions that are no less
than what could be achieved by a Level 3 diesel emissions control strategy for a similarly
sized engine as defined by CARB regulations. A copy of each unit's certified tier
specification, BACT determination, and CARB or SCAQMD operating permit shall be
provided at the time of mobilization of each applicable unit of equipment.
• Use electric welders to avoid emissions from gas or diesel welders, to the extent feasible.
Equipment that is commercially available shall be considered to be feasible. Equipment
that is in the development, testing, or demonstration stage shall be considered not
feasible.
• Use electricity or alternate fuels for on-site mobile equipment instead of diesel
equipment, to the extent feasible. Equipment that is commercially available shall be
considered to be feasible. Equipment that is in the development, testing, or demonstration
stage shall be considered not feasible.
• Use on-site electricity or alternative fuels rather than diesel equipment that is
commercially available shall be considered to be feasible. Equipment that is in the
development, testing, or demonstration stage shall be considered not feasible.
• Maintain construction equipment by conducting regular tune ups according to the
manufacturers' recommendations.
• Minimize idling time either by shutting off equipment when not in use or reducing the
time of idling to 5 minutes as a maximum.
Minimize the hours of operation of heavy-duty equipment and/or the amount of
equipment in use at any one time.
• Apply water three times daily, or non-toxic soil stabilizers according to manufacturers'
specifications, to all unpaved parking or staging areas, unpaved road surfaces, and active
construction areas.
• Apply non-toxic soil stabilizers according to manufacturers' specifications to all inactive
construction areas (previously graded areas inactive for four days or more).
• Install wheel washers or shaker plates to minimize dirt track out and dust generation
where vehicles enter and exit the construction site onto paved roads or wash off trucks
and any equipment leaving the site each trip.
• Traffic speeds on all unpaved roads to be reduced to 15 mph or less.
• All trucks hauling dirt, sand, soil, or other loose materials are to be covered.
• Sweep streets at the end of the day if visible soil is carried onto adjacent public paved
roads (recommend water sweepers with reclaimed water).
2.1.3 Findings
Although the above -enumerated mitigation measures would reduce the magnitude of impacts, the
City finds there are no feasible mitigation measures that will reduce the identified significant
impacts to a level below significant. Therefore, these impacts must be considered unavoidably
significant even after implementation of all feasible air quality mitigation measures. Pursuant to
Public Resources Code section 2108 1, subdivision (a)(3), the City has determined that specific
economic, legal, social, technological, or other considerations make infeasible the alternatives
identified in the FIR and the identified air quality impacts are thereby acceptable because of
specific overriding considerations.
2.2 BiOLOGICAL RESOURCES
2.2.1 Unavoidable Significant Impacts
Significant unavoidable impacts would occur due to the loss of vernal pool habitat and vernal
pool -dependent species. The project would also contribute to a significant unavoidable
cumulative impact related to the ongoing loss of biological resources in the project region. Even
with the implementation of mitigation, impacts would remain significant and unavoidable.
2.2.2 Mitigation Measures
MM 4.2-1: Vegetation types temporarily impacted by the proposed project, including those
within California Department of Fish and Wildlife (Game) (CDFG) and United States Army
Corps of Engineers (USACE) jurisdictional areas, shall be revegetated with the same vegetation
type except for the California annual grassland. To facilitate restoration, mulch, or native topsoil
(the top 6 to 12 inch deep layer containing organic material), may be salvaged from the work
area prior to construction. Following construction, salvaged topsoil shall be returned to the work
area and placed in the restoration site. Within one year, the project biologist will evaluate the
progress of restoration activities in the temporary impact areas to determine if natural
recruitment has been sufficient for the site to reach performance goals. In the event that native
plant recruitment is determined by the project biologist to be inadequate for successful habitat
establishment, the site shall be revegetated through seeding or container plants, and a temporary
irrigation system may be recommended. hi conjunction with the development of mitigation plans
for CDFG 1602 and USACE 404 permits, the above-described revegetation plan shall be
developed so as to be consistent with CDFG and USACE requirements.
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MM 4.2-2: The revegetation site will be considered "complete" upon meeting all of the
following success criteria:
1. Regardless of the date of initial planting, any restoration site must have been without
active manipulation by irrigation, planting, or seeding for a minimum of three years prior
to agency consideration of successful completion.
2. The percent cover and species richness of native vegetation type shall be evaluated based
on local reference sites established by CDFG and the USACE for the plant communities
in the impacted areas.
3. Native shrubs and trees shall have at least 80 percent survivorship after two years beyond
the beginning of the success evaluation start date. This may include natural recruitment.
4. Non-native species cover will be no more than 5 percent absolute cover through the term
of the restoration.
5. Giant reed (Arundo donax), tamarisk (Tamarix ramosissima), perennial pepperweed
(Lepidium latifolium), tree of heaven (Ailanthus altissima), pampas grass (Cortaderia
selloana) and any other species listed on the California State Agricultural list, or Cal -IPC
list of noxious weeds will not be present on the revegetation site as of the date of
completion approval.
MM 4.2-3: An annual mitigation status report shall be submitted to the USACE and CDFG
by April 1 of each year until satisfaction of success criteria identified in MM 4.2-2. This report
shall include any required plans for plant spacing, locations of candidate restoration and weed
control sites or proposed "in -lieu fees," restoration methods, and vegetation type restoration
performance standards. For active vegetation type creation sites, the report shall include the
survival, percent cover, and height of planted species; the number by species of plants replaced;
an overview of the revegetation type effort and its success in meeting performance criteria; the
method used to assess these parameters; and photographs. For active exotics control sites, the
report shall include an assessment of weed control; a description of the relative cover of native
vegetation type, bare areas, and exotic vegetation type; an accounting of colonization by native
plants; and photographs.
MM 4.2-4 Replacement vegetation types shall be designed to replace the functions and
values of the vegetation types being removed. The replacement vegetation types shall have
similar dominant trees and understory shrubs and herbs (excluding exotic species) to those of the
affected vegetation types (see Table 4.2-6, Potential Plant Species for use in Site Restoration
for example of recommended plant species). In addition, the replacement vegetation types shall
be designed to replicate the density and structure of the affected vegetation types once the
replacement vegetation types have met the mitigation success criteria.
MM 4.2-5: Temporary irrigation shall be installed as necessary for plant establishment.
Irrigation shall continue as needed until the restoration site becomes self-sustaining regarding
survivorship and growth. Irrigation shall be terminated in the fall to provide the least stress to
plants.
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MM 4.2-6: All native riparian trees with a 3 inch dbh or greater in temporary construction
areas shall be replaced using 1 or 5 gallon container plants, containered trees, or pole cuttings in
the temporary construction areas in the winter following the construction disturbance. The
growth and survival of the replacement trees shall meet the performance standards specified in
MM 4.2-1. In addition, the growth and survival of the planted trees shall be monitored until they
meet the self-sustaining success criteria in accordance with the methods and reporting procedures
specified in MM 4.2-1.
MM 4.2-7: In order to reduce impacts to biological resources from grading and construction
activities, all related activities will be conducted to facilitate the escape of animals to natural
areas. Construction and grading activities will begin in disturbed areas in order to avoid
stranding animals in isolated patches of vegetation type. Trenches will be covered at night to
prevent animals from falling into and being trapped in trenches.
MM 4.2-8: Efforts shall be made to avoid initiating construction or other site preparation
during the active nesting season (typically March 1 through August 30). If such timing is not
feasible, within 30 days of ground -disturbing activities associated with construction or grading
that would occur during the nesting/breeding season of native bird species potentially nesting on
the site the applicant shall have weekly surveys conducted by a qualified biologist to determine if
active nests of bird species protected by the Migratory Bird Treaty Act or the California Fish and
Game Code are present in the disturbance zone or within 300 feet (500 feet for raptors) of the
disturbance zone. The surveys shall continue on a weekly basis, with the last survey being
conducted no more than three days prior to initiation of disturbance work. If ground -disturbing
activities are delayed, then additional pre -disturbance surveys shall be conducted so that no more
than three days will have elapsed between the survey and ground -disturbing activities.
If active nests are found, clearing and construction within 300 feet of the nest
(500 feet for raptors) shall be postponed or halted, at the discretion of the biologist in
consultation with CDFG, until the nest is vacated and juveniles have fledged, as determined by
the biologist, and there is no evidence of a second attempt at nesting. Limits of construction to
avoid an active nest shall be established in the field with flagging, fencing, or other appropriate
barriers, and construction personnel shall be instructed on the sensitivity of nest areas. The
biologist shall serve as a construction monitor during those periods when construction activities
will occur near active nest areas to ensure that no inadvertent impacts to these nests occur.
CDFG may change the buffer radii at their discretion.
MM 4.2-9: To fully determine whether or not California gnatcatcher is present on site,
focused surveys following United States Fish and Wildlife Service (USFWS) protocol
methodology shall be conducted within one year of proposed project implementation or other
related site preparation activities. If no California gnatcatchers are observed or detected, no
further actions would be required. However, if this species is recorded on site, project impacts
could be significant. As such consultation with USFWS would be required. This may be
necessary through Section 7 or as an incidental take permit in association with a Habitat
Conservation Plan.
MM 4.2-10: Within one year of permitted site preparation activities or other actions that may
disturb the ground or existing vegetation, a qualified biologist(s), approved by CDFG, shall
conduct focused surveys for special -status plant species throughout the proposed project site.
Surveys shall be timed such that the blooming period for each of the target species are covered.
For each special -status plant species identified during the focused survey effort, a
detailed Rare Plant Mitigation and Monitoring plan shall be submitted to CDFG for review and
approval prior to ground disturbance to occupied habitat. Upon approval, each plan will be
implemented by the applicant or its designee under the direction of a qualified biologist. Each
plan will demonstrate the feasibility of enhancing or restoring habitat appropriate for that species
in selected areas to be managed as natural open space without conflicting with other resource
management objectives. Habitat enhancement or replacement will be at a 1: 1 ratio (acres
enhanced or restored: acres impacted). If multiple special status plant species are found and
occur in similar habitat, the same mitigation areas may be utilized for multiple species.
Each plan will specify methods to collect seeds, bulbs or propagules, as
appropriate, and introduce each species into the approved mitigation site(s). Introductions will
use source material (seeds, bulbs or propagules) from each species that would otherwise be lost.
The applicant or its designee will have a qualified biologist monitor the reintroduction sites for
no fewer than five years from the time of planting to estimate each species' survivorship or
seedling establishment(for seeded sites).
Annual monitoring reports will be prepared and submitted to CDFG and will be
made available to the public to guide future mitigation planning for each species relocated.
Monitoring reports will describe all enhancement, maintenance, or restoration measures taken in
the preceding year; describe success and completion of those efforts and other pertinent site
conditions (erosion, trespass, animal damage) in qualitative terms; and describe plant survival or
establishment in quantitative terms for each species included in the mitigation effort. The plan
shall also include success criteria satisfactory to CDFG and contingency actions should the
success criteria not be met.
MM4.2-11: Prior to issuance of a grading permit, an oak tree report shall be prepared and
approved by the City of Santa Clarita (City). All oaks that will not be removed that are regulated
under the City's Oak Tree Preservation and Protection Guidelines with driplines within 50 feet of
land clearing (including brush clearing) or areas to be graded shall be enclosed in a temporary
fenced zone for the duration of the clearing or grading activities. Fencing shall extend to the root
protection zone (i.e., the area at least 15 feet from the trunk or 5 feet beyond the drip line,
whichever distance is greater). No parking or storage of equipment, solvents, or chemicals that
could adversely affect the trees shall be allowed within 25 feet of the trunk at any time. Removal
of the fence shall occur only after the project arborist or qualified biologist confirms the health of
preserved trees.
MM4.2-12: Prior to the issuance of a grading permit for ground disturbance, construction, or
site preparation activities, the applicant shall retain the services of a qualified biologist to
conduct pre -construction surveys for western spadefoot and vernal pool fairy shrimp within the
vernal pool and all other portions of the project site containing suitable breeding habitat. Surveys
shall be conducted during a time of year when the species can be detected (i. e., when the vernal
pool is inundated).
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1. A Habitat Creation and Monitoring Plan shall be prepared that outlines the specific
design and implementation procedures to create a vernal pool and surrounding upland
habitat suitable for western spadefoot breeding and other special -status resources
associated with the vernal pool on site. Under the direct supervision of the qualified
biologist, vernal pool habitat shall be created within suitable natural site(s) on the project
site outside of the proposed development envelope. The amount of occupied breeding
habitat to be impacted by the project shall be replaced at a 1: 1 ratio. The actual relocation
site design and location shall be approved by CDFG and USFWS. The location shall be
in a suitable habitat as far away as feasible from the impacted area. The relocation
pond(s) shall be designed so that they only support standing water for several weeks
following seasonal rains, in order to mimic the existing conditions of the vernal pool and
such that aquatic predators (e.g., fish, bullfrogs, and crayfish) cannot become established.
Additionally, soils and plant materials from the existing vernal pool will be utilized in the
substrate of the relocation pond. Utilization of the vernal pool substrate in the mitigation
pond is done in an effort to include cysts from the exiting fairy shrimp population and
seed base for the sensitive spreading navarretia.
2. Surveys will include evaluation of all previously documented occupied areas and a
reconnaissance -level survey of the remaining natural areas of the site. All western
spadefoot adults, tadpoles, and egg masses encountered shall be collected and released in
identified or created relocation ponds described above.
3. The qualified biologist shall monitor the created vernal pool site for five years, involving
annual monitoring during and immediately following peak breeding season so that
surveys can be conducted for adults as well as for egg masses and larval and post -larval
toads. Further, survey data will be provided to CDFG by the monitoring biologist
following each monitoring period and a written report summarizing the monitoring
results will be provided to CDFG at the end of the monitoring effort. Success criteria for
the monitoring program shall include verifiable evidence of toad reproduction at the
relocation site.
MM4.2-13: Prior to project construction, the applicant shall develop a relocation plan for
coast homed lizard, silvery legless lizard, coastal whiptail, rosy boa, San Bernardino ringneck
snake, and coast patch -nosed snake. The plan shall include but not be limited to the timing and
location of the surveys that would be conducted for each species; identify the locations where
more intensive efforts should be conducted; identify the habitat and conditions in the proposed
relocation site(s); the methods that would be utilized for trapping and relocating the individual
species; and provide for the documentation /recordation of the species and number of the animals
relocated. The plan shall be submitted to CDFG for approval 60 days prior to any ground
disturbing activities within potentially occupied habitat. The plan shall include the specific
survey and relocation efforts that would occur for construction activities that occur both during
the activity period of the special -status species (generally March to November) and for periods
when the species may be present in the work area but difficult to detect due to weather
conditions (generally December through February). Thirty days prior to construction activities in
coastal scrub, chaparral, riparian habitats, or other areas supporting these species, qualified
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biologists shall conduct surveys to capture and relocate individual coast homed lizard, silvery
legless lizard, coastal whiptail, rosy boa, San Bernardino ringneck snake, and coast patch -nosed
snake in order to avoid or minimize take of these special -status species. The plan shall require a
minimum of three surveys conducted during the time of year/day when each species is most
likely to be observed. Individuals shall be relocated to nearby undisturbed areas with suitable
habitat. If construction is scheduled to occur during the low activity period (generally December
through February) the surveys shall be conducted prior to this period if possible and exclusion
fencing shall be placed to limit the potential for re -colonization of the site prior to construction.
The qualified biologist will be present during ground -disturbing activities immediately adjacent
to or within habitat that supports populations of these species. Clearance surveys for special -
status reptiles shall be conducted by a qualified biologist prior to the initiation of construction
each day.
MM4.2-14: Thirty days prior to construction activities, a qualified biologist shall conduct
CDFG protocol surveys to determine whether burrowing owl is present at the site. The surveys
shall consist of three site visits and shall be conducted in areas dominated by disturbed habitat
and grasslands, or if such habitats occur within 500 feet of a construction zone. If located,
occupied burrows shall not be disturbed during the nesting season (February 1 through
August 3 1) unless a qualified biologist approved by CDFG verifies through non invasive
methods that either the birds have not begun egg -laying and incubation or that juveniles from the
occupied burrows are foraging independently and are capable of independent survival. If
burrowing owls are detected but nesting is not occurring, construction work can proceed after
any owls have been evacuated from the site using CDFG-approved burrow closure procedures
and after alternative nest sites have been provided in accordance with the CDFG Staff Report on
Burrowing Owl Mitigation (10 17-95). Unless otherwise authorized by CDFG, a 500 -foot buffer,
within which no activity will be permissible, will be maintained between project activities and
nesting burrowing owls during the nesting season. This protected area will remain in effect until
August 31 or at CDFG's discretion and based upon monitoring evidence, until the young owls
are foraging independently.
MM4.2-15: No earlier than 30 days prior to the commencement of construction activities, a
pre -construction survey shall be conducted by a qualified biologist to determine if active roosts
of special -status bats are present on or within 300 feet of the project disturbance boundaries.
Should an active matemity roost be identified (in California, the breeding season of native bat
species is generally from April 1 through August 3 1), the roost shall not be disturbed and
construction within 300 feet shall be postponed or halted, until the roost is vacated and juveniles
have fledged. Surveys shall include rocky outcrops, caves, structures, and large trees
(particularly trees 12 inches in diameter or greater at 4.5 feet above grade with loose bark or
other cavities). Trees and rocky outcrops shall be surveyed by a qualified bat biologist (i.e., a
biologist holding a CDFG collection permit and a Memorandum of Understanding with CDFG
allowing the biologist to handle bats). If active matemity roosts or hibemacula are found, the
rock outcrop or tree occupied by the roost shall be avoided (i. e., not removed) by the project. If
avoidance of the matemity roost must occur, the bat biologist shall survey (through the use of
radio telemetry or other CDFG approved methods) for nearby alternative matemity colony sites.
If the bat biologist determines in consultation with and with the approval of CDFG that there are
alternative roost sites used by the matemity colony and young are not present then no further
action is required.
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If a matemity roost will be impacted by the project, and no alternative matemity
roosts are in use near the site, substitute roosting habitat for the matemity colony shall be
provided on, or in close proximity to, the project site no less than three months prior to the
eviction of the colony. Large concrete walls (e.g., on bridges) on south or southwestern slopes
that are retrofitted with slots and cavities are an example of structures that may provide
alternative potential roosting habitat appropriate for matemity colonies. Alternative roost sites
must be of comparable size and proximal in location to the impacted colony. CDFG shall also be
notified of any hibernacula or active nurseries within the construction zone.
If non -breeding bat hibernacula are found in trees scheduled to be removed or in
crevices in rock outcrops within the grading footprint, the individuals shall be safely evicted,
under the direction of a qualified bat biologist, by opening the roosting area to allow airflow
through the cavity or other means determined appropriate by the bat biologist (e.g., installation
of one-way doors). In situations requiring one-way doors, a minimum of one week shall pass
after doors are installed and temperatures should be sufficiently warm for bats to exit the roost
because bats do not typically leave their roost daily during winter months in southern coastal
California. This action should allow all bats to leave during the course of one week. Roosts that
need to be removed in situations where the use of one-way doors is not necessary in the
judgment of the qualified bat biologist in consultation with CDFG shall first be disturbed by
various means at the direction of the bat biologist at dusk to allow bats to escape during the
darker hours, and the roost tree shall be removed or the grading shall occur the next day (i. e.,
there shall be no less or more than one night between initial disturbance and the grading or tree
removal). These actions should allow bats to leave during nighttime hours, thus increasing their
chance of finding new roosts with a minimum of potential predation during daylight.
If an active matemity roost is located on the project site, and alternative roosting
habitat is available, the demolition of the roost site must commence before matemity colonies
form (i.e., prior to March 1) or after young are flying (i.e., after July 3 1) using the exclusion
techniques described above.
MM 4.2-16: Any special -status species bat day roost sites found by a qualified biologist during
pre -construction surveys conducted per MM 4.2-15, to be directly (within project disturbance
footprint) or indirectly (within 300 feet of project disturbance footprint) impacted are to be
mitigated with creation of artificial roost sites.
MM4.2-17: Thirty days prior to construction activities in grassland, scrub, chaparral, oak
woodland, riverbank, and agriculture habitats, or other suitable habitat a qualified biologist shall
conduct a survey within the proposed construction disturbance zone and within 200 feet of the
disturbance zone for San Diego black -tailed jackrabbit and San Diego desert woodrat.
If San Diego black -tailed jackrabbits are present, non -breeding rabbits shall be
flushed from areas to be disturbed. Dens, depressions, nests, or burrows occupied by pups shall
be flagged and ground -disturbing activities avoided within a minimum of 200 feet during the
pup -rearing season (February 15 through July 1). This buffer may be reduced based on the
location of the den upon consultation with CDFG. Occupied matemity dens, depressions, nests,
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or burrows shall be flagged for avoidance, and a biological monitor shall be present during
construction. If unattended young are discovered, they shall be relocated to suitable habitat by a
qualified biologist. The applicant shall document all San Diego black -tailed jackrabbit identified,
avoided, or moved and provide a written report to CDFG within 72 hours. Collection and
relocation of animals shall only occur with the proper scientific collection and handling permits.
If active San Diego desert woodrat nests (stick houses) are identified within the
disturbance zone or within 100 feet of the disturbance zone, a fence shall be erected around the
nest site adequate to provide the woodrat sufficient foraging habitat at the discretion of the
qualified biologist in consultation with CDFG. Clearing and construction within the fenced area
will be postponed or halted until young have left the nest. The biologist shall serve as a
construction monitor during those periods when disturbance activities will occur near active nest
areas to ensure that no inadvertent impacts to these nests will occur. If avoidance is not possible,
the applicant will take the following sequential steps: (1) All understory vegetation type will be
cleared in the area immediately surrounding active nests followed by a period of one night
without further disturbance to allow woodrats to vacate the nest, (2) Each occupied nest will then
be disturbed by a qualified wildlife biologist until all woodrats leave the nest and seek refuge off
site, and (3) The nest sticks shall be removed from the project site and piled at the base of a
nearby hardwood tree (preferably a coast live oak or California walnut). Relocated nests shall not
be spaced closer than 100 feet apart, unless a qualified wildlife biologist has determined that a
specific habitat can support a higher density of nests. The applicant shall document all woodrat
nests moved and provide a written report to CDFG.
All woodrat relocation shall be conducted by a qualified biologist in possession of
a scientific collecting permit.
MM4.2-18: Thirty days prior to construction activities in suitable habitat, a qualified biologist
shall conduct a survey within the proposed construction disturbance zone and within 200 feet of
the disturbance zone for American badger. If American badgers are present, occupied habitat
shall be flagged and ground -disturbing activities avoided within 50 feet of the occupied den.
Maternity dens shall be avoided during the pup -rearing season (February 15 through July 1) and
a minimum 200 foot buffer established. This buffer may be reduced based on the location of the
den upon consultation with CDFG. Maternity dens shall be flagged for avoidance, identified on
construction maps, and a qualified biologist shall be present during construction. If avoidance of
a non-matemity den is not feasible, badgers shall be relocated either by trapping or by slowly
excavating the burrow (either by hand or mechanized equipment under the direct supervision of
the biologist, removing no more than 4 inches at a time) before or after the rearing season
(February 15 through July 1). Any relocation of badgers shall occur only after consultation with
CDFG. A written report documenting the badger removal shall be provided to CDFG within
30 days of relocation.
Collection and relocation of animals shall only occur with the proper scientific collection and
handling permits.
MM 4.2-19: All lighting along the perimeter of natural areas shall be downcast luminaries with
light patterns directed away from natural areas.
13
MM 4.2-20: Plant palettes proposed for use on landscaped slopes, street medians, park sites,
and other public landscaped and Fuel Modification Zone areas within 100 feet of native
vegetation types shall be reviewed by a qualified restoration specialist to ensure that the
proposed landscape plants will not naturalize and require maintenance or cause vegetation type
degradation in the open space areas (River Corridor SMA, High Country SMA, Salt Creek area,
and natural portions of the Open Area). Container plants to be installed within public areas
within 100 feet of the open space areas shall be inspected by a qualified restoration specialist for
the presence of disease, weeds, and pests, including Argentine ants. Plants with pests, weeds, or
diseases shall be rejected. hi addition, landscape plants within 100 feet of native vegetation types
shall not be on the Cal -IPC California Invasive Plant Inventory (most recent version) or on the
list of Invasive Ornamental Plants listed in Appendix B of the SCP. The current Cal -IPC list can
be obtained from the Cal- IPC web site (http://www.cal-ipc.org/ip/inventory/index.php).
Landscape plans will include a plant palette composed of native or non-native, non-invasive
species that do not require high irrigation rates. Except as required for fuel modification,
irrigation of perimeter landscaping shall be limited to temporary irrigation (i.e., until plants
become established).
2.2.3 Findings
Although the above -enumerated mitigation measures would reduce the magnitude of impacts, the
City finds there are no feasible mitigation measures that will reduce the identified significant
impacts to a level below significant. Therefore, these impacts must be considered unavoidably
significant even after implementation of all feasible air quality mitigation measures. Pursuant to
Public Resources Code section 2108 1, subdivision (a)(3), the City has determined that specific
economic, legal, social, technological, or other considerations make infeasible the alternatives
identified in the FIR and the identified biological resources impacts are thereby acceptable
because of specific overriding considerations.
2.3 NoiSE
2.3.1 Unavoidable Significant Impacts
Construction of the project would require grading and the construction of roadways and
infrastructure. Each of these construction activities typically involves the use of heavy-duty
equipment, all of which could expose off-site residents and other noise sensitive receptors to
temporary, but significant and unavoidable noise impacts due to the exceedance of noise
standards set forth in the Noise Element of the City's General Plan.
2.3.2 Mitigation Measures
MM 4.9-1: The construction contractor shall construct a 10 -foot -tall temporary noise barrier
on the northeastern perimeter of the proposed project site, separating the existing single-family
residential units from the existing western terminus of Via Princessa. The installation of the
noise barrier shall occur prior to commencement of Phase 1 construction and left in place
through the end of Phase 4 to reduce the noise levels at the effected residential homes. The noise
barrier shall be constructed in a manner such that the line -of -sight is blocked between
construction activities on the proposed project site and the adjacent single-family residential
units to the northeast of the project site. The noise barrier shall be made out of any outdoor
weather -resistant solid material that meets a minimum sound transmission loss including:
14
16 -gauge steel, 1 -inch thick plywood, and any reasonable thickness of concrete. The use of the
noise barrier between construction equipment and the sensitive uses to northeast of the proposed
project site would attenuate construction equipment noise levels as much as 11.8 dB(A) CNEL
during each construction phase.
MM 4.9-2: The following specifications shall be included in the project plans approved by
the City building permits:
• Best Management Practices (BMPs) shall be implemented by the contractor and
sub -contractors to reduce construction noise as much as practicable.
• Two weeks prior to the commencement of construction, notification shall be provided to
the residential land uses and institutional land uses near the project site disclosing an
approximate construction schedule and describing the various activities that would be
occurring during the construction period until completion.
• Such notification may be made by delivering the construction notice to each residential
unit, or by posting it in a conspicuous place at the comer of Via Princessa and Sheldon
Avenue and at the driveway entrance to Golden Valley High School. During the entire
construction period, the contractor and sub -contractors shall comply with the following:
• Ensure that construction equipment using gasoline or diesel engines shall be properly
muffled according to industry standards and in good working condition.
• Locate noise -generating construction equipment and staging areas away from
sensitive uses when and where feasible.
• Use electric air compressors and similar power tools rather than gasoline or diesel
powered equipment when and where feasible.
• Construction -related gasoline or diesel -powered equipment, including heavy-duty
equipment, motor vehicles, and portable equipment shall be turned off when not in
use for more than 30 minutes.
• Construction hours, allowable workdays, and the phone number of the project
superintendent shall be clearly posted at all construction entrances to allow
surrounding property owners and residents to contact the project superintendent.
If the project superintendent receives a complaint from a surrounding owner or resident,
the superintendent shall investigate the complaint, and if required or practical take
appropriate corrective action, and report the action to the reporting party.
2.3.3 Findings
Although the above -enumerated mitigation measures would reduce the magnitude of
construction -related impacts, the City finds there are no feasible mitigation measures that will
reduce the identified significant noise impacts to a level below significant. Therefore, these
impacts must be considered unavoidably significant even after implementation of all feasible
noise mitigation measures. Pursuant to Public Resources Code section 2108 1, subdivision (a)(3),
the City has determined that specific economic, legal, social, technological, or other
considerations make infeasible the alternatives identified in the EIR and the identified noise
impacts are thereby acceptable because of specific overriding considerations.
15
2.4 VISUAL RESOURCES
2.4.1 Unavoidable Significant Impacts
Project development would introduce sources of outdoor illumination that do not presently exist.
Outdoor lighting, such as streetlights and traffic signals, are essential safety features in roadway
projects, and such lighting cannot be eliminated if the proposed project is implemented. Despite
the recommended mitigation measures, which would reduce the impacts to a certain extent, the
identified significant visual impacts would still result from the change in the visual character of
the site from open space to urban. There is no feasible mitigation beyond that already identified
for the proposed project to reduce the identified impacts to a level below significant.
Consequently, such significant visual impacts would remain significant and unavoidable.
Cumulative development would significantly alter the overall change in visual character in the
vicinity of the project site and within the Santa Clarita Valley. These cumulative impacts are
considered to be significant and unavoidable.
2.4.2 Mitigation Measures
MM4.11-1: The City, or designee, shall require that the use of nighttime lighting during
project construction be limited to only those features on the construction site requiring
illumination.
MM 4.11-2: The City, or designee, shall require that all security lights be properly shielded
and projected downwards during construction, such that light is directed only onto the work site.
MM4.11-3: The City, or designee, shall require that all lighting along the project site
boundary consist of low -intensity downlights, or be equipped with louvers, shields, hoods, or
other screening devices, in accordance with the City's Municipal Code.
2.4.3 Findings
Although the above -enumerated mitigation measures would reduce the magnitude of visual
resources -related impacts, the City finds there are no feasible mitigation measures that will
reduce the identified impacts to a level below significant. Therefore, these impacts must be
considered unavoidably significant even after implementation of all feasible mitigation
measures. Pursuant to Public Resources Code section 2108 1, subdivision (a)(3), the City has
determined that specific economic, legal, social, technological, or other considerations make
infeasible the alternatives identified in the EIR and the identified visual resources impacts are
thereby acceptable because of specific overriding considerations.
3.0 FINDINGS ON SIGNIFICANT BUT MITIGATED IMPACTS
This section identifies significant adverse impacts of the project that require findings to be made
under Public Resources Code section 21081 and State CEQA Guidelines section 1509 1. Based
on substantial record evidence, the City finds that adoption of the mitigation measures set forth
below will reduce the identified significant impacts to less -than -significant levels.
16
3.1 CULTURAL RESOURCES
3.1.1 Potential Significant Impacts
The proposed project is located in an area where the majority of the project site is undeveloped
land consisting of hilly terrain. An archaeological field survey of the project area was conducted,
which determined that there are no new archaeological, historical, or other cultural resource sites
were identified. However, because the majority of the project site is undisturbed, there is a
potential for uncovering an archaeological, historical, or other cultural resource.
3.1.2 Mitigation Measures
MM 4.3-1: In the event that cultural resources are found during construction, activity shall
stop and a qualified archaeologist shall be contacted to evaluate the resources. If the find is
determined to be a historical or unique archaeological resource, contingency funding and a time
allotment sufficient to allow for implementation of avoidance measures or appropriate mitigation
will be made available. Construction on other parts of the project site may proceed in accordance
with Public Resources Code section 21083.2(i).
MM 4.3-2: If human remains are encountered during a public or private construction activity,
other than at a cemetery, State Health and Safety Code 7050.5 states that no further disturbance
shall occur until the Los Angeles County Coroner has made a determination of origin and
disposition pursuant to Public Resources Code Section 5097.98. The Los Angeles County
Coroner must be notified within 24 hours.
1. If the coroner determines that the burial is not historic, but prehistoric, the Native
American Heritage Commission or other represented ethnic groups, must be contacted to
determine the most likely descendent for this area. The most likely descendent may
become involved with the disposition of the burial following scientific analysis.
MM 4.3-3: During grading activities, in the unlikely event that paleontological resources are
found, a paleontologist will be notified to stabilize, recover, include laboratory preparation,
analysis, cataloging, curation, and final acceptance to a legal repository will be required. Those
findings shall be included in a Report of Findings, which documents the results of monitoring
service activities, to the Department of Community Development Planning Division. If isolated
artifacts, archaeological sites (prehistoric and/or historic), or features are located; laboratory
preparation, analysis, cataloging, curation, and final acceptance to a legal repository will be
required, and those findings shall be included in the aforementioned Report of Findings, in order
to fulfill the federal and state regulations and requirements.
MM 4.3-4: Prior to grading activities, a paleontologist shall be retained to monitor
construction activities.
3.1.3 Findings
The City finds that the above mitigation measures are feasible, are adopted, and will reduce the
potential impacts to cultural resources to less -than -significant levels. Accordingly, the City finds
that, pursuant to Public Resources Code section 2108 1, subdivision (a)(1), and State CEQA
Guidelines section 15091, subdivision (a)(1), changes or alterations have been required in, or
incorporated into, the project that mitigate or avoid potentially significant cultural
resources -related impacts of the project identified in the Final FIR.
17
3.2 GEOLOGY AND SOILS
3.2.1 Potential Significant Impacts
Soils on the project site are subject to landslides, erosion, hydro -compression, and expansion.
The project site also may be subject to ground shaking due to its location within a seismically
active region; however, the project site is not underlain by any faults and therefore, not subject to
fault rupture. Based on the results of the geotechnical investigation of the project site, significant
impacts could occur as a result of strong seismic ground shaking, landslides, soil expansion, and
soil collapse. The proposed project would involve over 100,000 cubic yards of grading, which
could also be a significant impact. However, with implementation of certain grading and
construction techniques outlined in the geotechnical report prepared for the proposed project, and
included within this section as mitigation measures, impacts would be reduced to a less than
significant level. Cumulative impacts related to geotechnical hazards would also be less than
significant.
3.2.2 Mitigation Measures
MM 4.4-1: The potential for seismic settlement (dynamic densification) during future seismic
events shall be evaluated during the planning and design stages in the alluvial, slopewash, and
landslides area of the project site.
MM 4.4-2: All mapped landslides shall be confirmed by subsurface exploration during the
planning and design stages. All confirmed landslides shall be evaluated with respect to the
proposed road alignment and specific mitigation measures shall be provided where necessary.
Possible mitigation would include complete or partial removal, adding shear keyways,
buttressing, or avoidance. Restricted Use Areas shall be established around any unmitigated
landslide in open space areas.
MM 4.4-3: During the planning and design stages, additional geologic and geotechnical
investigations shall be performed to refine the three dimensional geometry and geotechnical
characteristics of the various landslides within the landslide complex.
MM 4.4-4: See MM 4.4-2.
MM 4.4-5: Prior to issuance of a grading permit, additional hydro -compression or
consolidation testing shall be conducted to aid in evaluation of settlement within identified
geologic units during future geotechnical investigations for grading plans. Possible mitigation of
settlement of project soils would include removal and recompaction of loose or soft material.
MM 4.4-6: Expansive materials at the site shall be evaluated by the project geotechnical
engineer during the grading plan stage of development. Expansion potential of site soils can be
mitigated by controlling the water content and density of fill soils, by specifying embedment and
reinforcement of structures, and by removing the expansive materials and replacing them with
compacted material with low expansion potential.
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MM 4.4-7: The expansion index of the site materials shall be verified with laboratory testing
at the grading plan stage. If expansive materials are encountered, options to mitigate potential
adverse effects include special foundation designs and reinforcement, removal and replacement
with soil with low to non -expansive characteristics, or treatment with additives to lower the
expansion potential.
3.2.3 Findings
The City finds that the above mitigation measures are feasible, are adopted, and will reduce the
potential impacts to geology and soils to less -than -significant levels. Accordingly, the City finds
that, pursuant to Public Resources Code section 2108 1, subdivision (a)(1), and State CEQA
Guidelines section 15091, subdivision (a)(1), changes or alterations have been required in, or
incorporated into, the project that mitigate or avoid potentially significant geology and
soils -related impacts of the project identified in the Final FIR.
3.3 GLOBAL CLIMATE CHANGE
3.3.1 Potential Significant Impacts
Although the project would increase the existing on-site emission levels, the project would not
result in a significant impact to global climate change because it would be consistent with
AB 32, the State of California's only codified greenhouse gas (GHG) emissions reduction
mandate. Additionally, the project generally is consistent with various plans, policies, and
regulations that result in GHG emission reductions, such as Title 24 and SB 375, and GHG
emission reduction strategies recommended by the California Attorney General and Climate
Action Team. On this basis, the project also would not result in a cumulatively considerable
impact to climate change.
3.3.2 Mitigation Measures
MM 4.5-1: The proposed project shall use energy-efficient lighting, such as light -emitting
diodes, on all streetlights and traffic signals.
MM 4.5-2: The proposed project shall replace trees removed during construction.
Replacement trees shall be native and drought -tolerant.
MM 4.5-3: The proposed project shall prohibit idling of diesel -fueled vehicles during
construction in accordance with CARB's Airborne Toxic Control Measure to Limit
Diesel -Fueled Commercial Motor Vehicle Idling.
MM 4.5-4: The proposed project shall divert construction debris to the maximum extent.
3.3.3 Findings
The City finds that the above mitigation measures are feasible, are adopted, and will reduce the
potential impacts to global climate change to less -than -significant levels. Accordingly, the City
finds that, pursuant to Public Resources Code section 21081, subdivision (a)(1), and State CEQA
Guidelines section 15091, subdivision (a)(1), changes or alterations have been required in, or
incorporated into, the project that mitigate or avoid potentially significant global climate change -
related impacts of the project identified in the Final FIR.
19
3.4 HUMAN -MADE HAZARDS
3.4.1 Potential Significant Impacts
The proposed Via Princessa East Extension project (project) would not involve the transport,
use, or disposal of hazardous materials. A Phase I Environmental Site Assessment was prepared
for the proposed project to determine if there are any environmental conditions at the project site
that would include the presence of any hazardous substances or petroleum products under
conditions that indicate an existing release, a past release, or a material threat of a release of any
hazardous substances or petroleum products into structures on the property or into the ground,
groundwater, or surface water. No conditions were observed during site reconnaissance that
would be expected to affect the project site and database searches did not identify any conditions
that would affect the proposed project. The project in itself would not involve the use of
hazardous materials, and would not increase the frequency or quantity of hazardous material
transport along local roadways. However, there is the possible existence of unexploded ordnance
(UXO) within the construction footprint of the roadway based upon the historical activities of the
National Technical Systems (NTS) property. The proposed project would not result in any new
or increased impacts related to this issue. Consequently, there may be a significant impact with
regard to unfound ordnance on the project site.
3.4.2 Mitigation Measures
MM -4.6-1: Absent staff locating information which dispositively establishes that UXO does
not exist within the construction footprint, prior to commencing construction, the City will retain
an expert who will 1) conduct a survey/search for UXO on the NTS property within the
construction footprint, 2) eliminate any identified UXO, and 3) recommend safety protocols to
be followed during construction of the roadway.
3.4.3 Findings
The City finds that the above mitigation measure is feasible, is adopted, and will reduce the
potential impacts to human -made hazards to less -than -significant levels. Accordingly, the City
finds that, pursuant to Public Resources Code section 21081, subdivision (a)(1), and State CEQA
Guidelines section 15091, subdivision (a)(1), changes or alterations have been required in, or
incorporated into, the project that mitigate or avoid potentially significant human -made
hazards -related impacts of the project identified in the Final FIR.
3.5 HYDROLOGY AND WATER QUALITY
3.5.1 Potential Significant Impacts
The proposed stormwater drainage system for the proposed Via Princessa East Extension project
(project) would consist of curb and gutters, catch basins, and storm drain culverts crossing the
proposed project. Implementation of the proposed drainage system and compliance with state
and local regulations would effectively regulate flow, velocity, and quality of stormwater runoff
from the site. As a result, impacts related to drainage patterns, watercourses, erosion, and water
quality would be less than significant.
3.5.2 Mitigation Measures
MM 4.7-1: Final design plans for the inlet structures shall be submitted to, and reviewed and
approved by, the City of Santa Clarita Public Works Department.
20
3.5.3 Findings
The City finds that the above mitigation measure is feasible, is adopted, and will reduce the
potential impacts to hydrology and water quality to less -than -significant levels. Accordingly, the
City finds that, pursuant to Public Resources Code section 2108 1, subdivision (a)(1), and State
CEQA Guidelines section 15091, subdivision (a)(1), changes or alterations have been required
in, or incorporated into, the project that mitigate or avoid potentially significant hydrology and
water quality -related impacts of the project identified in the Final FIR.
3.6 TRANSPORTATION AND CIRCULATION
3.6.1 Potential Significant Impacts
Upon completion of the proposed project, safety and hazardous impacts would be less than
significant. All traffic related impacts to intersections and roadways within the project study area
would be mitigated to less than significant impacts with implementation of the proposed project.
Potential cumulative transportation and circulation impacts, including potential impacts to
roadway segments and project area intersections, would result in less than significant impacts
with implementation of the proposed project.
3.6.2 Mitigation Measures
MM4.10-1: The City shall develop and implement a construction traffic control plan (CTCP)
prior to the start of construction. The CTCP shall be completed by the City Engineer. Specific
measures described in the CTCP shall conform to the Caltrans Manual on Uniform Traffic
Control Devices (MUTCD) manual. Specific measures described in the MUTCD that are
typically used in the CTCP are summarized below:
• All traffic control measures, construction signs, delineators, etc., and their use during the
construction phase of this project shall conform to the provisions set forth in the State of
California, Department of Transportation, Manual of Traffic Controls, January 1992.
• Prior to approval of final site design plans, the applicant shall coordinate with Metro to
obtain input of a final CTCP.
• In areas where traffic control necessitates, the contractor shall provide, post, and maintain
"No Parking" and "No Stopping" signs, as directed by the Director of Public Works.
• The location of all signs shall be determined in the field by the City Engineer in
conjunction with the contractor.
• No travel lane shall be less than 10 feet wide.
• Delineators shall be spaced at 50 feet maximum, or as noted on the final CTCP.
• Construction personnel shall have a designated place for parking, as identified in the final
CTCP.
• All traffic signal facilities shall be protected during construction or relocation.
• "Construction Ahead" and appurtenant signs are to be placed 1,000 feet in advance of all
approaches to the project area, for the duration of construction.
• Private driveway closures shall be limited to the times of the day that construction is in
progress.
• Cross street closures shall be limited to the times of the day that construction is in
process.
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MM 4.10-2: The City of Santa Clarita (City) shall improve segments of Golden Valley Road
(between Soledad Canyon Road and Sierra Highway) and Via Princessa (between Whites
Canyon Road and Sierra Highway) to their planned ultimate six -lane configuration within the
Interim Year horizon period, as funding becomes available.
MM4.10-3: Prior to the completion of construction of the proposed project, the City shall
install a traffic signal at the Rainbow Glen Drive/Via Princessa intersection.
MM4.10-4: Prior to the completion of construction of the proposed project, the City shall
install a traffic signal at the Via Princessa and Golden Valley Road intersection.
MM4.10-5: One year after completion of the Via Princessa roadway extension, the City's
traffic engineer shall evaluate future traffic patterns around Rainbow Glen Drive and Isabella
Parkway through standard City practices, including but not limited to plan checks and the
collection of future traffic data to determine if traffic calming measures would be needed.
3.6.3 Findings
The City finds that the above mitigation measures are feasible, are adopted, and will reduce the
potential impacts to transportation and circulation to less -than -significant levels. Accordingly,
the City finds that, pursuant to Public Resources Code section 2108 1, subdivision (a)(1), and
State CEQA Guidelines section 15091, subdivision (a)(1), changes or alterations have been
required in, or incorporated into, the project that mitigate or avoid potentially significant
transportation and circulation -related impacts of the project identified in the Final FIR.
4.0 FINDINGS ON LESS THAN SIGNIFICANT IMPACTS
4.1 LAND USE
4.1.1 Less Than Significant Impacts
The proposed Via Princessa East Extension (project) is designated as a Major Arterial Highway
in the City's Master Plan of Arterial Highways. Implementation of the proposed project would
not conflict with the goals, policies, or objectives of the City's General Plan. The proposed
project also would not conflict with the City's Unified Development Code, the Southern
California Association of Governments Regional Transportation Plan Goals, or any habitat
conservation plan or natural community conservation plan
4.1.2 Mitigation Measures
Consistent with State CEQA Guidelines section 15126.4(a)(3), mitigation measures are not
required for effects which are not found to be significant.
4.1.3 Findings
The City finds that the project will have a less -than -significant impact on land use; therefore, no
mitigation is required.
22
5.0 FEASIBILITY OF PROJECT ALTERNATIVES
5.1 PROJECT ALTERNATIVES
The alternatives section of the Final FIR contains an analysis of alternatives to the project,
including the "No Project" alternative. (For a detailed discussion of these alternatives, please see
Section 6.0, Alternatives, of the EIR.) Based on the analysis, the City finds as follows:
(a) Alternative 1, The No Project Alternative
Description: This alternative is required by the State CEQA Guidelines and compares
the impacts that might occur if the site is left in its present condition with those that
would be generated by the proposed project. Under this alternative, the eastward
extension of Via Princessa, between Golden Valley Road and Sheldon Avenue, would
not occur and the proposed project would not be constructed.
Environmental Effects: This alternative is environmentally superior to the project since
most of the environmental effects of the project would not occur.
Relation to Project Objectives: This alternative would not attain the basic objectives of
the project, as defined in Section 1.4, above. The No Project alternative would not close a
gap segment in the City's planned roadway system, thus not implementing a goal of the
City General Plan Circulation Element. Furthermore, this alternative would not provide
improved local access to residential and commercial areas within the City.
,Feasibility: This alternative is infeasible because it would not attain the basic project
objectives, and would not provide any of the project benefits.
(b) Alternative 2, Robert C. Lee Parkway Alternative
Description: This alternative would connect the east extension of Via Princessa at the
cul-de-sac of Robert C. Lee Parkway. Robert C. Lee Parkway would extend north,
paralleling the Los Angeles Department of Water and Power transmission lines to
connect at the existing Via Princessa terminus near Sheldon Avenue. The length of the
Robert C. Lee Parkway alternative would be approximately 0.5 mile. The proposed
roadway would consist of a six -lane facility with a 14 -foot raised landscaped median, a
1 0 -foot sidewalk/parkway on each side, and a 12 -foot two-lane bike path along the south
side. The vehicle lanes adjacent to the median would be 12 feet wide, the middle lanes
would be 11 feet wide, and the right lanes would be 12 feet wide. The typical right-of-
way width would be 116 feet (similar features to the proposed project). The portion of
Via Princessa between Sheldon Avenue and Rainbow Glen Drive would be completed by
constructing the south side of the roadway (similar to the proposed project).
Environmental Effects: This alternative would result in less impacts than the project in
4 categories, greater impacts in 2 categories, and similar impacts in 5 categories. In
general, this alternative is considered the "environmentally superior" alternative for
purposes of CEQA.
23
Relation to Project Objectives: This alternative would not fully meet or impede the
following project objective, which is defined in Section 1.4, above: Implement the goals
of the Circulation Element of the Santa Clarita General Plan, including connectivity
between Golden Valley Road and Rainbow Glen Drive.
Feasibility: This alternative is infeasible because it would not fully satisfy project
objectives, and would not provide all of the project benefits.
24
EXHIBIT B
MITIGATION MONITORING AND REPORTING PROGRAM
VIA PRINCESSA EAST EXTENSION PROJECT
Draft Environmental Impact Report
Volume I
Prepared for.
City of Santa Clarita
23920 Valencia Boulevard, Suite 302
Santa Clarita, California 91355
Contact: James Chow
(661) 255-4330
Prepared by:
Impact Sciences, Inc.
803 Camarillo Springs Road, Suite A
Camarillo, California 93012
August 2012
TABLE OF CONTENTS
Volume I
Inpact Sciences, Inc. 1 ViaPriucessaEast Extension Project Druf? ETR
0112.028 August 2012
Introduction...............................................................................................................................................
1-1
1.0
Executive Summary ...............................................................................................................................
1.0-1
2.0
Environmental Setting ...........................................................................................................................
2.0-1
3.0
Project Description .................................................................................................................................
3.0-1
4.0
Environmental Impact Analysis ...........................................................................................................
4.0-1
4.1 Air Quality ................................................................................................................................
4.1-1
4.2 Biological Resources ................................................................................................................
4.2-1
4.3 Cultural Resources ...................................................................................................................
4.3-1
4.4 Geology and Soils .....................................................................................................................
4.4-1
4.5 Global Climate Change ...........................................................................................................
4.5-1
4.6 Human -Made Hazards ............................................................................................................
4.6-1
4.7 Hydrology and Water Quality ...............................................................................................
4.7-1
4.8 Land Use ....................................................................................................................................
4.8-1
4.9 Noise ..........................................................................................................................................
4.9-1
4.10 Transportation and Circulation ............................................................................................
4.10-1
4.11 Visual Resources ....................................................................................................................
4.11-1
5.0
Cumulative Impact Analysis Methodology ........................................................................................
5.0-1
6.0
Alternatives .............................................................................................................................................
6.0-1
7.0
Effects Not Found Significant ...............................................................................................................
7.0-1
8.0
Growth Inducement ...............................................................................................................................
8.0-1
9.0
Significant Irreversible Environmental Changes ...............................................................................
9.0-1
10.0
Unavoidable Significant Impacts .......................................................................................................
10.0-1
11.0
References ..............................................................................................................................................
11.0-1
12.0
List of Preparers and Persons Consulted ..........................................................................................
12.0-1
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Appendices
Volume 11
1.0 Notice of Preparation and Comments on the NOR
Notice of Preparation (NOR)
Comments on the NOR
4.1 Air Quality Calculations
Emissions Calculations
CO Hotspots
Santa Clarita Subregional Analysis, SCAQMD, November 2004
4.2 Biota Reports
Santa Clara River Watershed Study, Dudek 2008
Plant species observed on the Via Princessa Road Extension site, survey dates April 6 and
20, May 18, and June 11, 2010
Animal species observed on the Via Princessa Road Extension site, survey dates April—
November 2010
jurisdictional Delineation of Waters and Streambeds, Impact Sciences, August 2010
90 -Day Protocol Survey Report For U.S. Fish And Wildlife Service Listed Vernal Pool
Branchiopods, Thomas Juhasz, May 2010
Coastal California Gnatcatcher, Cooper Environmental Monitoring, July—November 2010
Volume III
4.3 Phase I Archaeological Survey, W & S Consultants, July 2010
4.4 Geotechnical Reports
Geologic/Geotechncial Report, "EIR-Level Review of Road Alignment for Via Princessa
East from Golden Valley Road to 250 feet west of Sheldon Avenue," prepared by
Allen E. Seward Engineering Geology, Inc., August 13,2010
Geologic/Geotechnical Report, "Via Princessa Road Alignment and Adjacent Parcels
Feasibility Study," prepared by Allen E. Seward Engineering Geology, Inc.,
September 13, 2010
4.5 Greenhouse Gas Emissions
4.6 Phase I Environmental Site Assessment, ART, 2010
4.7 Drainage Concept, Sikand, July 2010
4.8 General Plan Consistency Analysis
4.9 Noise Modeling Data
4.10 Traffic Study, Austin -Foust Associates, Inc. April 2011
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LIST OF FIGURES
3.0-1
Regional Location ...................................................................................................................................
3.0-5
3.0-2
Project Site ...............................................................................................................................................
3.0-6
4.1-1
South Coast Air Basin ..........................................................................................................................
4.1-13
4.1-2
Wind Rose for Source Receptor Area 13 ...........................................................................................
4.1-14
4.2-1
Vegetation Map ......................................................................................................................................
4.2-5
4.2-2
Jurisdictional Impact Assessment ......................................................................................................
4.2-30
4.4-1
Geologic Map of the Project Site ...........................................................................................................
4.4-9
4.4-2
Seismic Hazard Zones Map ................................................................................................................
4.4-14
4.7-1
Existing Flood Hazard Area .................................................................................................................
4.7-3
4.7-2
Existing Site Drainage Conditions .......................................................................................................
4.7-6
4.7-3
Proposed Site Drainage Conditions ...................................................................................................
4.7-17
4.8-1
Existing Land Use Designations ...........................................................................................................
4.8-5
4.9-1
Common Noise Levels ...........................................................................................................................
4.9-5
4.9-2
Noise Attenuation by Barriers ..............................................................................................................
4.9-8
4.9-3
Typical Levels of Ground -Borne Vibration .........................................................................................
4.9-9
4.9-4
State Land Use Compatibility Guidelines for Noise ........................................................................
4.9-16
4.9-5
City Land Use Compatibility Guidelines for Noise .........................................................................
4.9-19
4.9-6
Noise Monitoring Locations ...............................................................................................................
4.9-24
4.9-7
Noise Levels of Typical Construction Equipment ...........................................................................
4.9-37
4.10-1
Project Study Area ................................................................................................................................
4.10-3
4.10-2
Existing Intersection Lanes and Peak Hour Volumes .....................................................................
4.10-8
4.10-3
Existing ADT Volumes (000s) .............................................................................................................
4.10-9
4.10-4
Intersection Location Map .................................................................................................................
4.10-12
4.10-5
Existing and Future Roadway Improvements ...............................................................................
4.10-17
4.10-6
Interim Year ADT Volumes (000s) -Without Project ....................................................................
4.10-26
4.10-7
Interim Year Intersection Lanes and Peak Hour Volumes -Without Project .............................
4.10-27
4.10-8
Interim Year ADT Volumes (000s) - With Project .........................................................................
4.10-30
4.10-9
Interim Year Peak Hour Volumes - With Project ..........................................................................
4.10-31
4.10-10
Long Range Buildout ADT Volumes (000s) - With Project ..........................................................
4.10-46
4.10-11
Long Range Buildout Peak Hour Volumes -With Project ..........................................................
4.10-47
4.11-1
Viewpoint Locations ............................................................................................................................
4.11-7
4.11-2
Viewpoint 1: Looking west from the corner of Via Princessa & Sheldon Avenue ......................
4.11-8
4.11-3
Viewpoint 2: Looking west from the corner of Via Princessa & Rainbow Glen Drive ...............
4.11-9
4.11-4
Viewpoint 3: Looking north from Sierra Highway & Piazz ch Sapro .........................................
4.11-10
4.11-5
Viewpoint 4: Looking east from Golden Valley Road & Via Princessa extension ....................
4.11-11
4.11-6
Viewpoint 5: Looking south from Golden Valley Road & Centre Pointe Parkway ..................
4.11-14
4.11-7
Viewpoint 6: Looking south from Newhall Ranch Road & Pipeline overpass ..........................
4.11-15
6.0-1
Conceptual Alignment of Robert C. Lee Parkway Alternative ........................................................
6.0-3
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LIST OF TABLES
1.0-1
Summary of Project Impacts and Recommended Mitigation Measures .........................................
1.0-7
4.1-1
National Ambient Air Quality Standard Designations - South Coast Air Basin (Los
AngelesCounty) .....................................................................................................................................
4.1-4
4.1-2
California Ambient Air Quality Standard Designations - South Coast Air Basin (Los
AngelesCounty) .....................................................................................................................................
4.1-6
4.1-3
Ambient Air Quality Standards and Health Effects ........................................................................
4.1-16
4.1-4
Summary of Ambient Air Pollutant Concentrations in Source Receptor Area 13 ......................
4.1-22
4.1-5
SCAQMD Daily Construction Emission Thresholds .......................................................................
4.1-26
4.1-6
SCAQMD Daily Operation Emission Thresholds ............................................................................
4.1-27
4.1-7
Localized Significance Thresholds for a 1 -Acre Site located in SEA 13 ........................................
4.1-29
4.1-8
Estimated Construction Emissions ....................................................................................................
4.1-33
4.1-9
Localized Significance Thresholds Analysis .....................................................................................
4.1-35
4.1-10
Maximum Carbon Monoxide Concentrations ..................................................................................
4.1-37
4.2-1
Biological Surveys Conducted on the Via Princessa Road Alignment Site ....................................
4.2-3
4.2-2
Special -Status Plant Species Documented in the Project Area but not Observed on the
ProjectSite .............................................................................................................................................
4.2-13
4.2-3
Special -Status Wildlife Species Observed or Potentially Occurring on the Project Site .............
4.2-20
4.2-4
Potential jurisdictional Areas on the Via Princessa Site .................................................................
4.2-28
4.2-5
Vegetation Impact Summary ..............................................................................................................
4.2-32
4.2-6
Potential Plant Species for use in Site Restoration ...........................................................................
4.2-51
4.2-7
City of Santa Clarita Cumulative Projects .........................................................................................
4.2-63
4.2-8
Los Angeles County Cumulative Projects ........................................................................................
4.2-67
4.2-9
Summary of Total City/County Cumulative Projects .....................................................................
4.2-76
4.5-1
AB 32 Scoping Plan Measures ..............................................................................................................
4.5-8
4.5-2
Top Five GFIG Producer Countries and the European Union .......................................................
4.5-15
4.5-3
GFIG Emissions in California .............................................................................................................
4.5-17
4.5-4
Comparison of Global Pre -Industrial and Current GFIG Concentrations ....................................
4.5-18
4.5-5
Estimated Construction GFIG Emissions .........................................................................................
4.5-25
4.5-6
Estimated Operational GFIG Emissions ............................................................................................
4.5-26
4.7-1
Existing Discharge Conditions .............................................................................................................
4.7-5
4.7-2
Existing plus Proposed Discharge Conditions .................................................................................
4.7-16
4.8-1
SCAG Regional Transportation Plan Goals and Compass Growth Visioning Principles ............
4.8-7
4.9-1
Outside to Inside Noise Attenuation (dB(A)) .....................................................................................
4.9-4
4.9-2
Typical Noise Levels of Construction Equipment ...........................................................................
4.9-10
4.9-3
Construction Vibration Damage Criteria ..........................................................................................
4.9-11
4.9-4
Construction Phasing and Equipment ..............................................................................................
4.9-12
4.9-5
City Ordinance Noise Limits ..............................................................................................................
4.9-18
4.9-6
Short -Term Monitored Noise Levels .................................................................................................
4.9-22
4.9-7
Existing Roadway Noise Levels .........................................................................................................
4.9-25
4.9-8
Off -Site Roadway Noise Levels ..........................................................................................................
4.9-30
4.9-9
On -Site Roadway Noise Levels with Project Development ...........................................................
4.9-31
4.9-10
Project Generated Noise Levels at Off -Site Sensitive Receptors ....................................................
4.9-32
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August 2012
LIST OF TABLES (continued)
4.9-11
Construction Vibration Levels ............................................................................................................
4.9-34
4.9-12
Estimated Construction Noise Levels during Construction Phases ..............................................
4.9-38
4.9-13
Construction Noise Levels with Implementation of Mitigation Measure MM 4.9-1 ..................
4.9-41
4.9-14
Cumulative Roadway Noise ...............................................................................................................
4.9-44
4.10-1
Level of Service of Arterial Roads ......................................................................................................
4.10-5
4.10-2
Average Daily Traffic V/C and LOS - Existing 2010 Conditions .................................................
4.10-10
4.10-3
ICU and LOS Summary - Existing 2010 Conditions .....................................................................
4.10-11
4.10-4
Intersection Delay and LOS Summary - Existing 2010 Conditions ............................................
4.10-11
4.10-5
Arterial Roadway Performance Criteria .........................................................................................
4.10-21
4.10-6
Arterial Intersection Performance Criteria - ICU Method ...........................................................
4.10-21
4.10-7
Arterial/Local Intersection Performance Criteria - HCM Method ..............................................
4.10-22
4.10-8
Average Daily Traffic V/C and LOS - Interim Year without Project ..........................................
4.10-25
4.10-9
Intersection ICU and LOS Summary - Interim No Project Conditions ......................................
4.10-28
4.10-10
Interim No Project Conditions - Intersection Delay and LOS Summary ...................................
4.10-29
4.10-11
Average Daily Traffic V/C and LOS - Interim Year With Project ................................................
4.10-32
4.10-12
Intersection ICU and LOS Summary - Interim Year Without Project Conditions ....................
4.10-34
4.10-13
Intersection Delay and LOS Summary - Interim Year With Project Conditions .......................
4.10-34
4.10-14
Intersection Delay and LOS Summary - Interim Year Modified Access Scenario ....................
4.10-36
4.10-15
Average Daily Trips Volume to Capacity and LOS - Interim Year with Future Roadway
Configuration......................................................................................................................................
4.10-39
4.10-16
Average Daily Traffic V/C and LOS - Long�Range Buildout Conditions ..................................
4.10-45
4.10-17
Long Range Buildout Conditions - ICU and LOS Summary .......................................................
4.10-48
4.10-18
Intersection Delay and LOS Summary - Long Range Buildout Conditions ..............................
4.10-48
4.10-19
Intersection Delay and LOS Summary - Long Range Buildout Modified
AccessScenario ...................................................................................................................................
4.10-50
5.0-1
City of Santa Clarita Land Use Designations and Areas ...................................................................
5.0-2
6.0-1
Comparison of Alternatives to the Proposed Project ......................................................................
6.0-12
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INTRODUCTION
INTRODUCTION
This section provides the reader with important information regarding (1) the project background, (2) the
purpose of this Environmental Impact Report (EIR), (3) standards for assessing EIR adequacy, (4) the
format and content of this EIR, (5) processing requirements for this EIR, and (6) other EIRs and
documents incorporated by reference in this document. An EIR is an informational document used to
inform agencies and the public of potentially significant environmental effects of a proposed project,
identify possible ways to minimize or mitigate the significant effects, and describe reasonable alternatives
to a proposed project.
The public agency that is principally responsible for carrying out or approving a project is designated as
the "lead agency." Because the Via Princessa East Extension project would be located within the
jurisdiction of the City, the City will act as the lead agency. This project requires that the EIR be prepared
in accordance with the requirements of the California Environmental Quality Act (CEQA), Public
Resources Code Section 21000 et seq., and Title 14 of the California Code of Regulations, Section 15000 et
seq. (State CEQA Guidelines).
PROJECT SUMMARY
The proposed project involves the construction of a new roadway segment between Golden Valley Road
and the existing roadway terminus near Sheldon Avenue. The Via Princessa East Extension would be one
of the primary east -west arterials through the City of Santa Clarita. The proposed roadway would be
approximately 1.2 miles in length and is designated as a Major Arterial Highway per the City of Santa
Clarita's Master Plan of Arterial Highways. The proposed roadway would consist of a six -lane facility
with a 14 -foot raised landscaped median, a 10 -foot sidewalk/parkway on each side, and a 12 -foot two-
lane bike path along the south side. The vehicle lanes adjacent to the median would be 12 feet wide, the
middle lanes would be 11 feet wide, and the right lanes would be 12 feet wide. The typical right-of-way
width would be 116 feet.
The portion of Via Princessa between Sheldon Avenue and Rainbow Glen Drive that is currently
constructed as a half section would be completed by constructing the south side of the roadway. In this
section, the roadway would be constructed to a typical right-of-way width of 104 feet, consistent with the
original design for this section. The total project area, including remedial grading acreage is 25.2 acres.
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Introduction
PROJECT ENTITLEMENTS
In order to allow for the proposed development to occur, MC# 09-108 would require an Oak Tree Permit
and a Hillside Review Permit. The oak tree permit would be required to determine the oak tree impacts at
the time of project development. The Hillside Review Permit would permit the grading necessary to
construct the roadway. These entitlements will be obtained at such time as roadway funding is available
or concurrent with a development project. Because it is not known at this time when the project would be
funded or built and permits expire after two years, it was determined to be more cost effective to wait
until such time as construction of the roadway is imminent to secure permits for the project. In the case of
oak trees, those oaks on the project site that are not currently of ordinance size may be large enough to
qualify at a later date.
Preliminary environmental review of the proposed project was conducted by the City of Santa Clarita,
Community Development Department. An initial study was prepared as part of this review and City staff
determined that preparation of an EIR is required. The initial study determined that the following issues
should be addressed in this EIR: air quality, biological resources, cultural resources, geology and soils,
global climate change, human made hazards, hydrology and water quality, land use and planning, noise,
transportation and circulation, and visual resources. On September 21, 2009, a Notice of Preparation
(NOR) was circulated for a 30 -day review period, pursuant to the requirements of the State CEQA
Guidelines, in order to solicit input from interested public agencies regarding the content of the EIR. A
scoping hearing to provide an overview of the project and the environmental process was conducted on
October 29, 2009. The scoping hearing provided the general public an opportunity to provide comment as
to what issues should be addressed in the EIR.
PURPOSE OF AN ENVIRONMENTAL IMPACT REPORT
Subsequent to the passage of CEQA in 1970, a process was established that would (1) inform
governmental decision makers and the public about the potential, significant ways environmental effects
of proposed activities; (2) identify ways that environmental damage can be avoided or significantly
reduced; (3) prevent significant, avoidable damage to the environment by requiring changes in projects
through the use of alternatives or mitigation measures when the governmental agency finds the changes
to be feasible; and (4) disclose to the public the reasons why a governmental agency approved the project
in the manner the agency chose if significant environmental effects are involved.' This information is the
basis of any EIR.
1 State of California, CEQA Guidelines, Section 15002(a) of the California Code of Regulations, Title 14, Chapter 3.
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Introduction
EIR ADEQUACY
The principal use of an EIR is to provide input and information for comprehensive planning analysis. The
staff reports prepared by City staff synthesize the pertinent environmental and planning information
associated with the project for presentation to the City of Santa Clarita Planning Commission and City
Council. Given the important role of the EIR in this planning and decision-making process, it is
imperative that the information presented in the EIR be factual, adequate, and complete. The standards
for adequacy of an EIR, defined in Section 15151 of the State CEQA Guidelines, are as follows:
An EIR should be prepared with a sufficient degree of analysis to provide decision makers with
injbrmation which enables them to make a decision which intelligently takes account of
environmental consequences. An evaluation of the environmental efftcts of a proposed project need
not be exhaustive, but the sufficiency of an EIR is to be reviewed in light of what is reasonably
feasible. Disagreement among experts does not make an EIR inadequate, but the EIR should
summarize the main points of disagreement among the experts. The courts have looked not for
perftction but for adequacy, completeness, and a goodfaith effort atfull disclosure.
This EIR has been prepared by the City of Santa Clarita in accordance with the State CEQA Guidelines and
City guidelines for the implementation of CEQA.
TYPE OF EIR AND LEVEL OF ANALYSIS
CEQA provides a lead agency with the flexibility to prepare different types of EIRs, and to employ
different procedural means to focus environmental analysis on the issues appropriate for decision at each
level of environmental review.2 CEQA provides that the "degree of specificity required in an EIR will
correspond to the degree of specificity involved in the underlying activity which is described in the EIR."
(State CEQA Guidelines, Section 15146).
Per State CEQA Guidelines Section 15161, a "Project EIR" is:
The most common type of EIR examines the environmental impacts of a specific development
project. This type of EIR should focus primarily on the changes in the environment that would
result from the development project. The EIR shall examine all phases of the project including
planning, construction and operation.
This EIR can be classified as a project EIR. Site-specific studies regarding air quality, biological resources,
cultural resources, geology, hazards, hydrology, noise, and traffic have been conducted for the proposed
project. Therefore, there is enough information contained in this EIR to support adequate environmental
documentation.
2 California Pub. Resources Code, Section 21093(a).
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Introduction
DRAFT EIR FORMAT AND CONTENT
Preliminary environmental review of the Via Princessa East Extension project was conducted by the
City's Community Development Department. In the Notice of Preparation (NOR), the City determined
that the proposed project may have potentially significant effects on several environmental factors,
including: land use and planning; geological problems; water/hydrology; stormwater management and
recycling, air quality; transportation/circulation; biological resources; noise; hazards; visual resources;
and cultural resources.
The NOR was circulated for a 30 -day review period from September 21, 2009, to October 21, 2009,
pursuant to the requirements of the State CEQA Guidelines, in order to solicit input from responsible and
interested public agencies and the community regarding the content of the EIR. In addition, to facilitate
local participation, the City held a scoping meeting on the project and solicited suggestions from the
public and other agencies on the scope and content of this Draft EIR. The meeting took place at the
Century Room at the Santa Clarita City Hall, 23920 Valencia Boulevard, Santa Clarita, California, on
October 29, 2009.
In response to the NOPs and scoping meeting, comment letters and other input were received from
interested agencies, organizations and others, copies of which are presented in Appendix 1.0 to this EIR.
Based on the results of the City's NOPs and scoping efforts, the following topics are evaluated in this EIR:
1. Air Quality
2. Biological Resources
3. Cultural Resources
4. Geology and Soils
5. Greenhouse Gas Emissions
6. Human -Made Hazards
7. Hydrology
8. Land Use
9. Noise
10. Transportation and Circulation
11. Visual Resources
This Draft EIR is organized into the following sections:
1. Introduction. This section provides an introduction and overview describing the purpose and scope
of topics addressed in this EIR and the environmental review process.
2. Section 1.0, Executive Summary. This section summarizes environmental consequences that would
result from the proposed project, provides a surnmary table that denotes anticipated significant
environmental impacts, describes identified mitigation measures, and indicates the level of
significance of impacts before and after mitigation.
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Introduction
3. Section 2.0, Environmental Setting. This section discusses the existing environmental setting of the
proposed project.
4. Section 3.0, Project Description. Contains a detailed description of the proposed project.
5. Section 4.0, Environmental Impact Analysis. This section addresses the environmental setting in
which the project is proposed. This section also analyzes and identifies the existing conditions,
project and cumulative impacts, mitigation measures, and unavoidable significant impacts of the
proposed project for the environmental impact categories identified above.
6. Section 5.0, Cumulative Analysis Methodology. This section describes the cumulative analysis
methodology.
7. Section 6.0, Alternatives. This section describes, identifies, and analyzes project alternatives.
8. Section 7.0, Effects Not Found Significant. This section provides a brief description of the
environmental effects that were found not to be significant.
9. Section 8.0, Growth Inducement. This section identifies the project's growth -inducing impacts.
10. Section 9.0, Significant Irreversible Environmental Changes. Describes the significant irreversible
environmental changes associated with the proposed project and, therefore, not evaluated in further
detail.
11. Section 10.0, Unavoidable Significant Impacts. This section provides a discussion of the project's
significant and unavoidable impacts.
12. Section 11.0, References. This section contains a list of the documents cited in this EIR.
13. Section 12.0, List of Preparers and Persons Consulted. This section provides a list of EIR preparers,
and a list of the organizations and persons consulted in preparing this EIR.
ENVIRONMENTAL REVIEW PROCESS FOR THE DRAFT EIR
The review process for the Draft EIR will include the procedural steps described below:
Public Notice/Public Review. The City of Santa Clarita Department of Community Development
directed and supervised preparation of this Draft EIR, which will be circulated for a 45 -day public review
period as mandated by CEQA.
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Introduction
A copy of the Draft EIR and all adopted City ordinances and documents is on file at the City of Santa
Clarita Department of Community Development. All comments concerning the adequacy of the Draft EIR
must be addressed to:
City of Santa Clarita
23920 Valencia Boulevard, Suite 302
Santa Clarita, California 91355
Attention: Harry Corder, Engineering Department
and James Chow, Community Development Department
(Via Princessa East Extension EIR)
Public hearing(s) will be held before the City of Santa Clarita City Council regarding the proposed project
and the adequacy of the Draft EIR, at which time public comments will also be heard.
Responses to Comments/Final EIR. Following the 45 -day public comment period and public hearing(s)
on the Draft EIR, the Final EIR for the proposed project will be prepared in order to respond to the
comments received on the Draft EIR. As required by CEQA, the Public Works Department/Community
Development Department will distribute responses to comments submitted by public agencies to those
agencies for review 10 days prior to consideration of the Final EIR.
Certification of the EIR/Project Consideration. At the conclusion of the EIR public hearing process, the
City Council will vote on certification of the EIR and will decide on what action to take with respect to
the project.
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10.0 UNAVOIDABLE SIGNIFICANT IMPACTS
PURPOSE
Section 15126(b) of the Califtnia Environmental Quality Act (CEQA) Guidelines requires an EIR to describe
any significant impacts that cannot be mitigated if the project is implemented. The discussion is also to
include the identification of any significant impacts that can be mitigated, but not to less than significant
levels.
AIR QUALITY
A localized air quality impact would occur since project construction would result in PM10 and PM2.5
emissions that exceed the localized significance thresholds at nearby sensitive receptors. Recommended
mitigation measures would reduce construction -related emissions to some extent. Moreover, it is not
expected that feasible mitigation exists that would reduce these emissions to a sufficient degree that the
construction -related emissions would be below the SCAQMD's emission -based thresholds of
significance. For these same reasons, implementation of these mitigation measures would not be likely to
reduce the impacts to less than significant levels. Therefore, construction -related emissions for the
proposed project would be considered significant and unavoidable.
BIOLOGICAL RESOURCES
Significant unavoidable impacts would occur due to the loss of vernal pool habitat and vernal pool -
dependent species. The project would also contribute to a significant unavoidable cumulative impact
related to the ongoing loss of biological resources in the project region. Even with the implementation of
mitigation, impacts would remain significant and unavoidable.
NOISE
Demolition, grading, and construction activities on the project site would generate noise at sensitive
receptor locations in excess of normally acceptable noise levels of the City Land Use Compatibility
Guidelines. Section 11.44.080 of the City's Noise Ordinance restricts construction work requiring a
building permit to between the hours of 7:00 AM and 7:00 PM Monday through Friday, and to between
8:00 AM and 6:00 PM on Saturday. The Noise Ordinance also precludes construction activities on
Sundays and major holidays. However, these restrictions do not mitigate the impact of construction noise
and no other feasible mitigation measures exist that would reduce the impact to less than significant.
Therefore, the temporary project -construction noise impact would be significant and unavoidable.
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10.0 Unacoidable Significant Impacts
VISUAL RESOURCES
The project would change the site from vacant to an urban roadway use. While the proposed project is
located between existing residential and commercial developments and is not removing or replacing
prominent visual features, the image of the roadway, landscaping, and other human activity would be a
significant change from the existing site characteristics, which could be viewed as a substantial adverse
visual impact.
Despite the recommended mitigation measures, which would reduce the impacts to a certain extent, the
identified significant visual impacts would still result from the change in the visual character of the site
from open space to urban. There is no feasible mitigation beyond that already identified for the proposed
project to reduce the identified impacts to a level below significant. Consequently, such significant visual
impacts would remain significant and unavoidable.
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11.0 REFERENCES
Allen, LR et al. 2009. Los Angeles County's Sensitive Bird Species. Western Tanager 75(3).
January/February 2009.
Austin -Foust Associates, Via Princessa Extension, Traffic Analysis, (2011).
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Addressing Greenhouse Gas Emissions from Projects Subject to the California Environmental
Quality Act, (2008) 65.
California Air Resources Board, "2008 Estimated Annual Average Emissions — South Coast Air Basin,"
http://www.arb.ca.gov/ei/maps/basins/abscmap.htm. 2009.
California Air Resources Board, "Air Pollution — Particulate Matter Brochure,"
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Mandatory Reporting of Greenhouse Gas Emissions Pursuant to the California Global Warming
Solutions Act of 2006 (Assembly Bill 32), (2007).
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aaqm/partic.htm. 2010.
California Air Resources Board, Proposed 2010 Amendments to the State Area Designations, Criteria, and
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California Air Resources Board, Report to the Air Resources Board on the Proposed Identification of
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California Air Resources Board, Staff Report: Proposed Regional Greenhouse Gas Emission Reduction
Targets For Automobiles And Light Trucks Pursuant To Senate Bill 375, (2010).
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California Department of Finance, "Financial & Economic Data: Gross Domestic Product, California,"
http://Www.dof.ca.gov/HTML/FS DATA/LatestEconData/FS Misc.htm. 2010. Amounts are based
on current dollars as of the date of the report (June 2, 2009).
California Department of Transportation, Division of Environmental Analysis, Traffic Noise Analysis
Protocol, (2006).
California Department of Transportation, Technical Noise Supplement; A Technical Supplement to the
Traffic Noise Analysis Protocol, (October 1998), N51—N54.
California Department of Transportation, Transportation Related Earthborne Vibrations (Caltrans
Experiences), Technical Advisory, Vibration TAV-02-01-R9601, (2002) 10.
California Department of Water Resources, Groundwater Bulletin 118, Hydrologic Region South Coast,
2006.
California Energy Commission, Diesel Use in California, Remarks by Commissioner James D. Boyd,
(2002).
California Energy Commission, Inventory of California Greenhouse Gas Emissions and Sinks 1990 to
2004, (2006).
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California Environmental Protection Agency, Climate Action Team, Climate Action Team Report to
Governor Schwarzenegger and the Legislature, 2006.
California Environmental Protection Agency, Climate Action Team, Climate Action Team Report to
Governor Schwarzenegger and the Legislature, (2010). Reports may be downloaded from the
following website: http://www.climatechange.ca.gov/publications/cat/.
California Geological Survey, "Alquist-Priolo Earthquake Fault Zones," available at
http://www.conservation.ca.gov/ CGS/rghm/ap/Pages/Index.aspx (2008).
California Geological Survey, "Fault -Rupture Hazard Zones in California" Sacramento: 2007, p. 3.
California Geological Survey, "Special Publication 117, Guidelines for Evaluating and Mitigating Seismic
Hazards in California," 1997.
California Government Code, Section 65040.2(g).
California Health and Safety Code, Sections 7050.5 and 5097.98
California Natural Resources Agency, Climate Action Team, 2009 California Climate Adaptation
Strategy: A Report to the Governor of the State of California in Response to Executive Order S-13-
2008, (2009).
California Office of the Attorney General, The California Environmental Quality Act: Addressing Global
Warming Impacts at the Local Agency Level, (2008)
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California Public Resources, California Register of Historical Resources Section 4850 et seq.
California Public Resources, California Register of Historical Resources, Sections 5020.1(k) and 5024.1(g).
California Public Resources, California Register of Historical Resources, Section 4852.
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Guidelines, Section 15064.5.
California Senate Bill 18, Chapter 905, Statutes of 2004.
California State Parks, Office of Historic Preservation, http://ohp.parks.ca.gov/?page—id=21238.
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City of Santa Clarita, "Significant Ridgelines Map," 2006; City of Santa Clarita, Draft General Plan
Conservation and Open Space Element (October 2008), Exhibit CO -1, "Hillsides and Ridgelines."
City of Santa Clarita, Parks, Recreation, and Community Services Department, Trails and Parks Map,
posted July 2010.
City of Santa Clarita. Unified Development Code. Title 17 Zoning Section 17.15.020. "Property
Development Standards."
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Pollution Control.'
City of Santa Clarita. Section 17.15.020. "Property Development Standards." Section 17.03.145. "Historic
Preservation Review."
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Assessment Report of the Intergovernmental Panel on Climate Change. Cambridge (UK):
Cambridge University Press, (1996).
Climate Change Impact on Air Quality in California: Report to the California Air Resources Board, 2010.
95.
Consortium of California Herbaria. 2010. Accession Results for Navarretia fossalis. Available at
ucjeps.berkeley.edu/consortium
CNPS, The CNPS Ranking System. Available at http://www.cnps.org/cnps/rareplants/ranking.php
Department of Transportation, United States of America, Federal Transit Administration, Transit Noise
and Vibration Impact Assessment, FTA -VA -90-1003-061 May 2006, Chapter 12 Noises and
Vibration During Construction, p. 12-6 and 12-7.
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11.0 References
Dr. Alice H. Suter, "Administrative Conference of the United States: Noise and Its Effects, (November
1991)," http://www.nonoise.org/library/suter/suter.htm. 2004.
Energy Information Administration, "Other Gases: Hydrofluorocarbons, Perfluorocarbons, and Sulfur
Hexafluoride," http://www.eia.doe.gov/oiaf/1605/ggOOrpt/other—gases.html. n.d.
Federal Transit Administration, Traffic Noise and Vibration Assessment, Chapter 12, Noise and Vibration
During Construction, 12-13, May 2006.
Geologic/Geotechnical Report, EIR-Level Review of Road Alignment for Via Princessa East from Golden
Valley Road to 250 feet west of Sheldon Avenue, prepared by Allen E. Seward Engineering
Geology, Inc., August 13, 2010
Geologic/Geotechnical Report, Via Princessa Road Alignment and Adjacent Parcels Feasibility Study,"
prepared by Allen E. Seward Engineering Geology, Inc., September 13, 2010
Governor's Office of Planning and Research, CEQA and Climate Change: Addressing Climate Change
Through California Environmental Quality Act (CEQA) Review, (2008).
Health and Safety Code, Division 13, Part 2.7, Section 18950 to 18961, State Historical Building Code.
Highway Capacity Manual 2000, Transportation Research Board, National Research Council.
Intergovernmental Panel on Climate Change, "Climate Change 2007: The Physical Science Basis,
Summary for Policymakers," http://ipcc-wgl.ucar.edu/wgl/docs/WGlAR4_SPM
—PlenaryApproved.pdf. 2007.
IPCC, "Climate Change 2007: The Physical Science Basis, Summary for Policymakers."
King, CA. and T. Blackburn, Tataviam, In Handbook of North American Indians, (Washington, D.C.:
Smithsonian Institution, 1976) Volume 8.
Kleeman, M. J., Chen, S., and Harley, R.A., Climate Change Impact on Air Quality in California: Report to
the California Air Resources Board, 2010.
Kroeber, A.L., Handbook of the Indians of California, (Washington, D.C.: Bureau of American Ethnology,
1925), Bulletin 78; Johnson, J. and D. Earle, Tataviarn Geography and Ethnohistory, Journal of
California and Great Basin Anthropology, Volume 12 (1990) 191-214.
Los Angeles County Department of Public Works, Water Resources Division, Hydrology Manual, (2006)
21.
Los Angeles County Department of Public Works, Sedimentation Manual, Second Edition, 2006.
Natural Resources Agency, Final Statement of Reasons for Regulatory Action: Amendments to the State
CEQA Guidelines Addressing Analysis and Mitigation of Greenhouse Gas Emissions Pursuant to
SB97,(2009) 15.
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NEA, and King, Chester. Ethnographic Overview of the Angeles National Forest: Tataviarn and San
Gabriel Mountain Serrano Ethnolustory. 2004.
Office of Environmental Health Hazard Assessment, Air Toxics Hot Spots Program Guidance Manual for
Preparation of Health Risk Assessments, 2003.
Office of Environmental Health Hazard Assessment, Memorandum - Health Impacts of Low -Sulfur
Diesel Production and Use, (2004) 2.
Rudolf W. Hendriks, California Vehicle Noise Emission Levels, (Sacramento, California: California
Department of Transportation, January 1987), NTIS, FHWA/CA/TL-87/03.
Sacramento Metropolitan Air Quality Management District, Roadway Construction Emissions Model Version
6.3.2, 2009. The model may be downloaded from the following website:
http://www.airquality.org/ceqa/index.shtml.
South Coast Air Quality Management District, "Air Quality Analysis Guidance Handbook,"
http://www.aqmd.gov/CEQA/hdbk.html. 2010.
South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993.
South Coast Air Quality Management District, Air Quality Significance Thresholds, 2006.
South Coast Air Quality Management District, "EMFAC 2007 (v2.3) Emission Factors (On -Road),"
http://www.aqmd.gov/CEQA/handbook/onroad/onroad.html. 2010.
South Coast Air Quality Management District, "Facility Information Detail (FIND),"
http://www.aqmd.gov/webappl/fim/prog/novnc.aspx?fac id -124838.2010.
South Coast Air Quality Management District, Final Localized Significance Threshold Methodology, 2008.
South Coast Air Quality Management District, "Frequently Asked CEQA Questions,"
http://www.aqmd.gov/ceqa/faq.html. 2010.
South Coast Air Quality Management District, Multiple Air Toxics Exposure Study in the South Coast Air
Basin (MATES 111) - Draft Report, 2008. ES -2.
Southern California Association of Governments, "Regional Transportation Improvement Program,"
http://www.scag.ca.gov/RTIP/rtip2OO6/adopted.htm. 2006.
Southern California Association of Governments, "Regional Transportation Plan,"
http://www.scag.ca.gov/ rtp2004/2004/FmaIPIan.htm. 2004.
South Coast Air Quality Management District, 2007 Air Quality Management Plan, 2007.
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South Coast Air Quality Management District, "Rule 403 — Fugitive Dust," http://www.aqmd.gov/ruies/
reg/reg04/r4O3.pdf. 2010.
South Coast Air Quality Management District, "Rule 1186 — PM10 Emissions from Paved and Unpaved
Road, and Livestock Operations," http://www.aqmd.gov/rules/reg/regll/rll86.pdf. 2010.
US Army Corps of Engineers (USACE), Corps of Engineers Wetlands Delineation Manual, 1987.
US Census Bureau, "Data Finders," http://www.census.gov/. 2009; California Department of Finance,
"E-5 Population and Housing Estimates for Cities, Counties and the State, 2001-2008, with 2000
Benchmark," http://Www.dof.ca.gov/research/demographic/reports/estimates/e-5/2009/. 2010.
US Code, Title 16, Part 470 et seq., Public Law 890665, National Historic Preservation Act.
US Code, Title 36, Chapter 1, Part 60, National Register of Historic Places, revised July 1, 2004.
US Code, Section 60.4.
US Department of Energy, State Energy Program: Case Studies, n.d. Report can be downloaded from the
following website: http://www.nrel.gov/docs/fy04osti/35551.pdf.
US Department of Energy," Solid -State Lighting GATEWAY Demonstration Results,"
http://wwwl.eere.energy.gov/buildings/ssl/gatewaydemos—results.html. 2011. Refer to the case study:
LED Roadway Lighting: Palo Alto, California.
US Department of Housing and Urban Development, Office of Community Planning and Development,
The Noise Guidebook, 21 23.
US Department of Transportation, Federal Highway Administration, Highway Noise Fundamentals,
(September 1980), 81.
US Department of Transportation, Federal Highway Administration, Highway Noise Mitigation,
(Springfield, Virginia: US Department of Transportation, Federal Highway Administration, September
1980), p. 18.
US Environmental Protection Agency, "EPA and NHTSA Propose Historic National Program to Reduce
Greenhouse Gases and Improve Fuel Economy for Cars and Trucks," http://epa.gov/otaq/climate
/regulations/420fO9O47a.htm. 2009.
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11.0 References
US Environmental Protection Agency, "Glossary of Climate Change Terms," http://www.epa.gov
/climatechange/glossary.html#Climate—change. 2008.
US Environmental Protection Agency, "High GWP Gases and Climate Change," http://www.epa.gov
/highgwp/scientific.html#sf6. n.d.
United States Environmental Protection Agency, "Inventory of US Greenhouse Gas Emissions and Sinks
1990-2006," http://www.epa.gov/climatechange/emissions/usinventoryreport.html. 2008.
US Environmental Protection Agency, "Lead in Paint, Dust, and Soil," http://www.epa.gov/lead/
pubs/leadinfo.htm. 2010.
United States Environmental Protection Agency, "Methane: Sources and Emissions,"
http://www.epa.gov/ methane/sources.html. n.d.
US Environmental Protection Agency, Office of Transportation and Air Quality, Greenhouse Gas
Emissions from a Typical Passenger Vehicle (EPA420-F-05-004), (2005) 4.
W & S Consultants, Phase I Archaeological Survey of the West Ridge Study Area, Los Angeles County,
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12.0 LIST OF PREPARERS AND PERSONS CONSULTED
Impact Sciences, Inc., has prepared this environmental document while under contract to the City of
Santa Clarita. Persons directly involved in the preparation and review of this report are listed below:
CITY OF SANTA CLARITA — LEAD AGENCY
Community Development Department
Jeff Hogan, Senior Planner
James Chow, Associate Planner
Public Works Department
Harry Corder, Senior Engineer
Mike Hennawy, Senior Engineer
Ian Pari, Senior Traffic Engineer
IMPACT SCIENCES, INC. — EIR PREPARATION
Susan Tebo, Principal
Jennifer Millman, Project Planner
Alan Sako, Air Quality Project Manager
Ian Hillway, Publications Manager
ALLAN E. SEWARD ENGINEERING GEOLOGY
Eric J. Seward, Principal Engineering Geologist, Vice President
Stuart K. Mayes, Senior Associate Geologist
Victor C. Goethals, Associate Geologist
Kevin P. Callahan, Professional Engineer
APPLIED ENVIORNMENTAL TECHNOLOGIES INC.
Harry C. Finney, REA, Vice President/Senior Project Manager
AUSTIN-FOUST ASSOCIATES
Joe Foust, P.E.
Daryl Zerfus, P.E.
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12.0 List of F`repan� and Pe�o� Co�ulted
COOPER ECOLOGICAL MONITORING, INC.
Daniel Cooper, President
HUNSAKER & ASSOCIATES
Jason H. Fukumitsu, President/Principal — Engineering
SIKAND ENGINEERING ASSOCIATES
W. Craig Young, R.C.E., Vice President/Project Director
VISIONSCAPE IMAGERY
Eddie Font, Principal
W & S CONSULTANTS
Joe Simon, President
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1.0 EXECUTIVE SUMMARY
PURPOSE
The purpose of the Executive Summary is to provide the reader with a clear and simple description of the
proposed project and potential environmental impacts. Section 15123 of the Califtnia Environmental
Quality Act (CEQA) Guidelines requires that the surnmary identify each significant effect, and
recommencled mitigation measures and alternatives that would reduce or avoid potential significant
impacts. The summary must also identify areas of controversy known to the lead agency, including issues
raised by agencies and the public, and issues to be resolved including the choice among alternatives and
whether or how to mitigate significant effects. This section focuses on the major areas of importance to
decision makers and utilizes non-technical language to promote understanding.
PROJECT SITE LOCATION
The project site encompasses 16 parcels in the City of Santa Clarita approximately 2 miles north of State
Route 14 (SR -14). The project site consists of portions of Via Princessa between Golden Valley Road in the
west and Sheldon Avenue in the east.
The project site is currently undeveloped rural land consisting of hilly terrain with extensive native
vegetation. Currently, there are two City of Los Angeles Department of Water and Power right-of-way
crossings on the site, an aqueduct on the west side of the property, and an overhead power line corridor
along the eastern side of the property.
The project site is located on the northeast flank of the San Gabriel Mountains within the central
Transverse Ranges physiographic province of Southern California. The site elevation ranges from
approximately 1,390 feet above mean sea level (msl) in the southwest portion of the site to approximately
1,830 feet above msl in the northeast portion of the site. The nearest surface water drainage is the Santa
Clara River which is approximately 1 mile to the northeast.
PROJECT DESCRIPTION
The proposed project involves the construction of a new roadway segment between Golden Valley Road
and the existing roadway terminus near Sheldon Avenue. The Via Princessa East Extension would be one
of the primary east -west arterials through the City of Santa Clarita. The proposed roadway would be
approximately 1.2 miles in length and is designated as a Major Arterial Highway per the City of Santa
Clarita's Master Plan of Arterial Highways. The proposed roadway would consist of a six -lane facility
with a 14 -foot raised landscaped median, a 10 -foot sidewalk/parkway on each side, and a 12 -foot
two-lane bike path along the south side. The vehicle lanes adjacent to the median would be 12 feet wide,
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the middle lanes would be 11 feet wide, and the right lanes would be 12 feet wide. The typical
right -of -way width would be 116 feet.
The portion of Via Princessa between Sheldon Avenue and Rainbow Glen Drive that is currently
constructed as a half section would be completed by constructing the south side of the roadway. In this
section, the roadway would be constructed to a typical right -of -way width of 104 feet, consistent with the
original design for this section. The total project area, including remedial grading acreage is 25.2 acres.
TOPICS OF KNOWN CONCERN
To determine which environmental topics should be addressed in this EIR, the City of Santa Clarita
prepared an initial study and circulated it along with the NOR from September 21, 2009, to October 21,
2009, in order to receive input from interested public agencies and private parties. As concluded in the
initial study, the following topics are addressed in this document:
0 Aesthetics 0 Noise
• Air Quality
• Biological Resources
• Geology and Soils
• Hydrology and Water Quality
0 Land Use and Planning
0 Transportation/Circulation
0 Cultural Resources
0 Hazards/Hazardous Materials
0 Climate Change
As concluded in the initial study, the following topics have not been included in this document because
there is no potential for environmental impacts to:
• Agricultural Resources 0 Schools
• Mineral Resources 0 Public Utilities (Wastewater, Water, Solid Waste)
0 Parks
0 Recreation
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0 Libraries
0 Population and Housing
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1.0 Executive Suminary
IMPACTS, MITIGATION MEASURES, AND UNAVOIDABLE SIGNIFICANT
IMPACTS
This EIR has been prepared to assess potentially significant impacts to the environment that could result
from implementation of the proposed project. For a detailed discussion regarding potential impacts, refer
to Section 4.0, Environmental Impact Analysis, of this EIR. In accordance with CEQA, a surnmary of
project impacts is provided in the surnmary table (Table 1.0-1). Also provided in the summary table is a
list of the proposed mitigation measures that are recommended in response to project impacts identified
in this EIR, as well as a determination of the level of significance of the impact after implementation of the
recommencled mitigation measures.
ALTERNATIVES
This EIR discusses two alternatives to the proposed project, which are analyzed in Section 6.0,
Alternatives, of this EIR. These alternatives include the No Project Alternative and the Robert C Lee
Parkway Alternative. Each is described below along with a summary of the comparative impact analysis
contained in Section 6.0.
No Project Alternative
The No Project Alternative - the eastward extension of Via Princessa between Golden Valley Road and
the existing roadway terminus near Sheldon Avenue would not occur. Under the No Project Alternative,
the proposed project would not be constructed
The significant and unavoidable impacts identified in Section 4.0 of this EIR would not occur with the
implementation of the No Project Alternative. The impact to visual resources would not occur because no
grading would occur. Air quality and noise impacts would not occur because estimated air pollutant
emissions and noise levels associated with construction machinery would not be generated. Impacts to
biological resources would not occur because vernal pools would not be removed from the site.
Implementation of the No Project Alternative would not achieve any of the objectives established for the
project components. Generally, the No Project Alternative would result in fewer impacts than those
evaluated for the proposed project, except for transportation and circulation impacts.
While the No Project Alternative is generally considered environmentally superior to the proposed
project, it does not meet any of the project objectives including:
Implement the goals of the Circulation Element of the Santa Clarita General Plan, including
connectivity between Golden Valley Road and Rainbow Glen Drive;
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There would be no roadway connection between Golden Valley Road and Rainbow Glen Drive. As such,
the No Project Alternative would not implement goals of the Circulation Element of the General Plan.
0 Improve local access to residential and commercial areas within the City of Santa Clarita
There would be no additional roadway construction with implementation of the No Project Alternative.
Therefore, access to residential and commercial areas would not be improved within the City.
0 Improve roadway level of service and the circulation network
Reduce vehicle miles traveled by creating a more direct route for motorists and eliminating circuitous
driving patterns
The No Project Alternative would not improve the local circulation network in the near future.
Unacceptable levels of service along Golden Valley Road and Sierra Highway would occur with the No
Project Alternative.
0 Promote opportunities for new development by extending needed infrastructure systems
The No Project Alternative would not develop or extend needed infrastructure systems.
0 Help close a gap segment in the City's planned roadway system
The No Project Alternative would not develop additional roadway improvements called out in the City's
General Plan. As such, it would not close a gap segment in the City's planned roadway system.
Overall, the No Project Alternative would be environmentally superior, as it would avoid all identified
significant impacts. However, the No Project Alternative would not achieve any of the project objectives.
Robert C. Lee Parkway Alternative
Under the Robert C. Lee Parkway Alternative, the east extension of Via Princessa would connect at the
cul-de-sac of Robert C. Lee Parkway. Robert C. Lee Parkway would extend north, paralleling the Los
Angeles Department of Water and Power (LADWP) transmission lines to connect at the existing Via
Princessa terminus near Sheldon Avenue, as shown on Figure 6.0-1. The length of the Robert C. Lee
Parkway Alternative would be approximately 0.5 mile.
The Robert C. Lee Parkway Alternative would result in fewer impacts to cultural resources, geology and
soils global climate change, and biota as the conceptual design would avoid the significant and
unavoidable impacts to vernal pools and vernal -pool related dependent species.
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1.0 Executive Sunnuary
While the Robert C. Lee Parkway Alternative is generally considered environmentally superior to the
proposed project, it does not meet all of the project objectives including:
Implement the goals of the Circulation Element of the Santa Clarita General Plan, including
connectivity between Golden Valley Road and Rainbow Glen Drive
The Robert C. Lee Parkway Alternative would change the alignment designated in the City's Circulation
Element. As a result, the alternative would require a General Plan Amendment.
Environmentally Superior Alternative
State CEQA Guidelines Section 15126.6(e)(2) requires an EIR to identify an environmentally superior
alternative among those evaluated in an EIR. Of the alternatives considered in this section, the No Project
Alternative is environmentally superior to the other alternatives, because this alternative would avoid the
significant impacts identified for the proposed project. According to the State CEQA Guidelines if the No
Project Alternative is identified as the environmentally superior alternative, the EIR shall also identify an
environmentally superior alternative among the other alternatives. The Robert C. Lee Parkway
Alternative would result in similar or incrementally fewer impacts for most issues when compared to the
proposed project. In particular, the Robert C. Lee Parkway Alternative would have fewer impacts with
respect to cultural resources, geology and soils, global climate change and biota including the avoidance
of a significant and unavoidable impact to vernal pools and vernal -pool related species.
However, the potential for traffic hazards travelling through the project area adjacent to Golden Valley
High School would be greater than that of the proposed project.
AREAS OF CONTROVERSY
During the circulation of the Notice of Preparation and Initial Study to public agencies, several issues
were raised which are addressed in the EIR.
0 During Construction: Dust and Debris
0 After construction: Ingress and egress from tract
0 Traffic
PROJECT APPROVALS AND ENTITLEMENTS
The proposed project would be part of the City's Capital Improvement Program. The City Council is the
City's decision-making body and is responsible for approving projects to be built within City limits. Prior
to approving the proposed project, the City Council must certify that (1) this EIR has been reviewed and
considered; (2) the EIR has adequately analyzed the potential impacts of the proposed project; (3) it has
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been completed in compliance with CEQA, the State CEQA Guidelines, and the City's Environmental
Guidelines; and (4) it reflects the independent judgment of the City Council.
The project would also require the approval of an Oak Tree Permit and Hillside Review Permit at such
time that development occurs or when funding of roadway construction becomes available. In order to
allow for the proposed development to occur, MC# 09-108 would require an Oak Tree Permit and a
Hillside Review Permit. The Oak Tree Permit would be required to determine the oak tree impacts at the
time of project development. The Hillside Review Permit would permit the grading necessary to
construct the roadway. These entitlements will be obtained at such time that roadway funding is
available or concurrent with a development project. Because it is not known at this time when the project
would be funded or built and permits expire after 2 years, it was determined to be more cost effective to
wait until such time that construction of the roadway is eminent to secure permits for the project. In the
case of oak trees, those oaks on the project site that are not currently of ordinance size may be large
enough to qualify at a later date.
RESPONSIBLE AGENCIES
Under CEQA, a public agency, other than a lead agency, that has discretionary approval power over the
proposed project is considered a "responsible agency" (State CEQA Guidelines Section 15381). No public
agency, other than the City of Santa Clarita, has discretionary approval power over the proposed project;
however, if the City approves this project, subsequent implementation of various project components
could require discretionary approval authority from responsible agencies including, among others:
0 California Department of Fish and Game
0 Metropolitan Water District of Southern California
0 US Army Corps of Engineers
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2.0 ENVIRONMENTAL SETTING
INTRODUCTION
The following discussion addresses the physical attributes of the project site, and the local and regional
areas in the project vicinity. The information provided in this section enables the decision makers and the
public to formulate an understanding of the project site and the surrounding area, and provides
perspective on potential project impacts. The scope of this section is in accordance with Cali/brnia
Environmental Quality Act (CEQA) Guidelines section 15125, which provides in part:
(a) An EIR must include a description of the physical environmental conditions in the vicinity of
the project, as they exist at the time the notice of preparation is published, or if no notice of
preparation is published, at the time environmental analysis is commenced, ftom both a local
and regional perspective. This environmental setting will normally constitute the baseline
physical conditions by which a Lead Agency determines whether an impact is significant. The
description of the environmental setting shall be no longer than is necessary to [gain] an
understanding of the significant efftcts of the proposed project and its alternatives.
(c) Knowledge of the regional setting is critical to the assessment Of environmental impacts.
Special emphasis should be placed on environmental resources that are rare or unique to that
region and would be afftcted by the project. The EIR must demonstrate that the significant
environmental impacts of the proposed project were adequately investigated and discussed
and it must permit the significant efftcts of the project to be considered in the full
environmental context.
The Notice of Preparation (NOP) for the Via Princessa East Extension project was published and
distributed on September 21, 2009; environmental conditions, as they existed on that date, establish the
baseline for purposes of this environmental analysis.
In surnmary, this section generally describes the physical environment in which the proposed project
would be located; additional information, tailored to the existing regulatory setting and the analyses of
individual environmental impact categories, is provided in later sections.
REGIONAL SETTING
The location of the Via Princessa East Extension project site relative to the regional and local setting is
illustrated in Figures 3.0-1 and 3.0-2, respectively (see Section 3.0, Project Description). As shown, the
project site is located in the City of Santa Clarita approximately 2 miles north of State Route 14 (SR -14) on
undeveloped rural land surrounded by residential and commercial land use designations.
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2.0 Environmental Setting
Vehicular access to the Santa Clarita Valley is primarily from 1-5, which is the major north -south freeway
corridor in the area, and SR -14, which runs along the eastern side of the Santa Clarita Valley and then
northeasterly to the cities of Lancaster and Palmdale in the Antelope Valley. SR -126 provides a westerly
connection to the Santa Clarita Valley. The closest airport to the project site is Whiteman which is located
approximately 10.5 miles to the south. The closest major airport is the Burbank -Glendale -Pasadena
Airport, located approximately 16 miles southeast of the project site.
A variety of topographic features contribute to the regional setting of the project site. The Santa Clarita
Valley (Valley) is generally flat with some gently rolling hills that range in elevation from approximately
1,200 to 1,600 feet. The Valley is bordered on the south by the Santa Susana Mountains, to the east by the
San Gabriel Mountains, and to the north and west by the Angeles National Forest. The mountain ranges
that surround the Valley can be viewed from great distances and from the other more dominant visual
features in the area. For example, Whitaker Peak to the north of the project site has an elevation of
4,148 feet, Oat Mountain to the south is 3,747 feet high, and Mt. Gleason to the east has an elevation of
6,502 feet. Several watercourses, the largest of which is the Santa Clara River, cross the Valley floor.
However, the watercourses in the project area usually are dry, maintaining surface water flow only
during storms in the winter months. Other prominent topographic features of the Valley are the
north -south trending canyons.
The Santa Clarita Valley has a Mediterranean -type climate characterized by warm, dry surnmers, and
mild winters. Most rainfall occurs between November and March, and typically totals approximately
15 to 18 inches annually. Santa Ana winds often sweep through the area in the fall and winter months,
bringing periods of warm, dry weather. The Southern California area has been divided into a number of
geographical air basins. The Santa Clarita Valley is located within the South Coast Air Basin, which
includes all of Orange County and the non -desert portions of Los Angeles, San Bernardino, and Riverside
counties. Due to the topography and climate within the basin, the South Coast Air Basin consistently
generates the highest levels of smog in the United States and, therefore, is considered to have the worst
air quality in the nation.
The Santa Clarita Valley is divided into two jurisdictional regions: (1) the City of Santa Clarita; and (2) the
unincorporated areas of Los Angeles County. The City of Santa Clarita generally is located in the more
central portions of the Santa Clarita Valley, with unincorporated County areas surrounding the City. The
project site is located entirely within the limits of the City of Santa Clarita.
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2.0 Environmental Setting
LOCAL SETTING
Existing Roadways
Golden Valley Road is a four -lane secondary arterial highway that extends from Newhall Ranch Road in
the north to Via Princessa to the south of SR -14.
The eastern portion of Via Princessa is a four -lane roadway between Whites Canyon Road and Rainbow
Glen Drive. West of Rainbow Glen Drive, Via Princessa is currently configured as a two-lane roadway
and ends just west of Sheldon Avenue. East of Whites Canyon, Via Princessa is configured as a four to
six -lane highway.
Surrounding Land Uses
The project site, which is undeveloped and is approximately 1.2 miles in length, is surrounded by
developed land uses, which are primarily residential. Residential development is located to the northeast
of the project site. Vacant land is located to the north of the project site and storage and testing facilities
for National Technical Systems and Golden Valley Road is located to the west of the project site. Golden
Valley High School is also located to the south of the project site.
General Plan Land Use Designations
The City's General Plan Land Use Map, designates the project site as BP (Business Park) and UR5 (Urban
Residential 5), which allows for a- minimum 19 dwelling units per acre, maximum 30 dwelling units per
acre.
Site Characteristics
The project site encompasses 16 parcels in the City of Santa Clarita. The project site is currently
undeveloped rural land consisting of hilly terrain with extensive native vegetation. There are currently
two City of Los Angeles Department of Water and Power right-of-way crossings on the site. An aqueduct
is located on the west side of the project site and an overhead power line corridor is located on the east
side. Several areas near the southwestern portion of the project site contain stored equipment and
materials for National Technical Systems (NTS). Two water tanks are located on the east side of the
project site near the terminus of Via Princessa. No pits, ponds, underground or above ground tanks (with
the exception of the two water tanks) are known to be located on the project site. No toxics or hazardous
air emissions facilities are located within 0.25 mile of the project site. Please see Section 4.6, Hurnan-
Made Hazards, for a complete discussion of potential impacts from hazards and hazardous materials at
the project site.
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2.0 Environmental Setting
The project site elevation ranges from approximately 1,390 feet above mean sea level (msl) in the
southwest portion of the site to approximately 1,830 feet above msl in the northeast portion of the site.
The nearest surface water drainage is the Santa Clara River, which is located approximately 1 mile to the
northeast. Please see Section 4.7, Hydrology and Water Quality, for a complete discussion of potential
hydrologic impacts at the project site.
The project area is located within an undeveloped area largely characterized by chaparral/scrub habitat.
The proposed project is located within a very high fire hazard zone as designated by the California
Department of Forestry and Fire Protection (Cal Fire). As described in the Open Space and Conservation
Element, the Saugus area is not generally subject to wetland constraints because it has no wetland habitat.
Please see Section 4.2, Biological Resources, for a complete discussion of potential impacts to biological
resources at the project site.
With respect to air quality, the project site is located within the South Coast Air Basin (SCAB), which
includes all of the non -desert portions of Los Angeles, San Bernardino, Orange, and Riverside Counties. It
is also located in the transitional microclimatic zone of the basin between two climatic types (termed
valley marginal and high desert), and in Source Receptor Area (SRA) 13, which encompasses the Santa
Clarita Valley. The station that monitors the air quality of this SEA, located at 12th Street and Placenta
Canyon Road, with registered values above state and federal standards for ozone (03) and PM2.5
(particles less than 2.5 micrometers in diameter), and values above the state standard for PM10 (particles
less than 10 micrometers in diameter). Concentrations of carbon monoxide (CO), nitrogen dioxide (NO2),
and sulfates have not been exceeded within the Santa Clarita Valley, and concentrations of two other
criteria pollutants —sulfur dioxide and lead—have not been exceeded anywhere within the basin for
several years. Please refer to Section 4.1, Air Quality, for additional information on ambient air quality
on, and in the vicinity of, the project site.
As the proposed project would include earthmoving activities there is the potential for uncovering
archeological and paleontological resources. Please see Section 4.3, Cultural Resources, for a complete
discussion of potential cultural impacts at the project site.
Geologically, the project site lies within the eastern portion of the Ventura Basin within the western
Transverse Ranges. The Ventura Basin and Transverse Ranges are characterized by ongoing tectonic
activity. In the Ventura Basin, tertiary and quaternary sediments have been folded and faulted along
predominant east/west structural trends. The Transverse Ranges are characterized by roughly east/west
trending mountains. Please see Section 4.4, Geology and Soils, for a complete discussion of potential
geological impacts at the project site.
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2.0 Environmental Setting
Noise is currently generated by vehicle traffic along Golden Valley Road on the west side of the project
site and along Via Princessa on the east side. Noise impacts are addressed in detail in Section 4.9, Noise.
The 1-5 Freeway is located approximately 4 miles west of the project site and SR -14 is located
approximately 2 miles to the south. Site access is currently provided via Golden Valley Road and Via
Princessa. Traffic and circulation impacts are addressed in detail in Section 4.10, Transportation and
Circulation.
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3.0 PROJECT DESCRIPTION
PURPOSE
The purpose of this section is to describe the proposed Via Princessa East Extension (project) in a manner
that will be meaningful to the public, reviewing agencies and decision makers. For purposes of the
California Environmental Quality Act (CEQA), a complete project description must contain the following
information: (a) the precise location and boundaries of the proposed project, shown on a detailed map,
along with a regional map of the project's location; (b) a statement of the objectives sought by the
proposed project, which should include the underlying purpose of the project; (c) a general description of
the project's technical, economic, and environmental characteristics; and (d) a statement briefly describing
the intended uses of the ElF, including a list of the agencies that are expected to use the EIR in their
decision making, a list of permits and other approvals required to implement the project, and a list of
related environmental review and consultation requirements imposed by federal, state, or local laws,
regulations or policies (State CEQA Guidelines Section 15124). An adequate project description need not be
exhaustive, but should supply the information necessary for the evaluation and review of the project's
significant effects on the environment.
This section describes the proposed project, as well as its location and characteristics, and it includes
statements describing the project's objectives and the intended uses of this ElF.
LEAD AGENCY
Under CEQA, the public agency that has the principal responsibility for carrying out or approving a
proposed project is referred to as the "lead agency" (State CEQA Guidelines Section 15367). Because the
project will be located within the jurisdiction of the City of Santa Clarita (City), the City will act as the
lead agency. Contact information for the City is as follows:
City of Santa Clarita
23920 Valencia Boulevard, Suite 302
Santa Clarita, California 91355
Contact: James Chow
(661) 255-4330
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3.0 PwjectDescHption
RESPONSIBLE AGENCIES
Under CEQA, a public agency, other than a lead agency, that has discretionary approval power over the
proposed project is considered a "responsible agency" (State CEQA Cuidelines Section 15381). If the City
approves this project, subsequent implementation of various project components could require
discretionary approval authority from responsible agencies including, among others:
• California Department of Fish and Game (CDFG);
• California Department of Toxic Substances Control (DTSC);
• California Regional Water Quality Control Board (RWQCB);
• South Coast Air Quality Management District (SCAQMD);
• US Fish and Wildlife Service (USFWS); and
0 US Army Corps of Engineers (USACE)
This section is not intended to provide a complete and final listing of all subsequent discretionary actions
or approvals that are needed, or may be needed, to implement the proposed project. This section is
intended only to identify the responsible agencies that may have subsequent discretionary approval
authority over implementation of various project components in the future.
PROJECT SUMMARY
The proposed project involves the construction of a new roadway segment between Golden Valley Road
and the existing roadway terminus near Sheldon Avenue. The Via Princessa East Extension would be one
of the primary east -west arterials through the City of Santa Clarita. The proposed roadway would be
approximately 1.2 miles in length and is designated as a Major Arterial Highway per the City of Santa
Clarita's Master Plan of Arterial Highways. The proposed roadway would consist of a six -lane facility
with a 14 -foot raised landscaped median, a 10 -foot sidewalk/parkway on each side, and a 12 -foot
two-lane bike path along the south side. The vehicle lanes adjacent to the median would be 12 feet wide,
the middle lanes would be 11 feet wide, and the right lanes would be 12 feet wide. The typical right-of-
way width would be 116 feet.
The portion of Via Princessa between Sheldon Avenue and Rainbow Glen Drive that is currently
constructed as a half section would be completed by constructing the south side of the roadway. In this
section, the roadway would be constructed to a typical right -of -way width of 104 feet, consistent with the
original design for this section. The total project area including remedial grading acreage is 25.2 acres.
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3.0 PwjectDescHption
PROJECT APPLICANT
City of Santa Clarita
23920 Valencia Boulevard, Suite 300
Santa Clarita, California 91350
PROJECT LOCATION
Figure 3.0-1, Regional Location, illustrates the location of the Via Princessa East Extension project site
within a regional context. Figure 3.0-2, Project Site, shows that the project site encompasses 16 parcels in
the City of Santa Clarita approximately 2 miles north of State Route 14 (SR -14). The project site consists of
portions of Via Princessa between Golden Valley Road in the west and Sheldon Avenue in the east.
The project site is currently undeveloped rural land consisting of hilly terrain with extensive native
vegetation. Currently, there are two City of Los Angeles Department of Water and Power right-of-way
crossing on the site, an aqueduct on the west side of the property, and an overhead power line corridor
along the eastern side of the property.
The project site is located on the northeast flank of the San Gabriel Mountains within the central
Transverse Ranges physiographic province of Southern California. The site elevation ranges from
approximately 1,390 feet above mean sea level (msl) in the southwest portion of the site to approximately
1,830 feet above msl in the northeast portion of the site. The nearest surface water drainage is the Santa
Clara River which is approximately 1 mile to the northeast.
Land uses immediately adjacent to the project site include undeveloped rural land consisting of hilly
terrain. Other land uses surrounding the proposed project site include:
• Golden Valley High School, south of the project site
• Single-family residential development north of the existing portions of Via Princessa, northeast of the
project site
• Vacant land located north of the project site
• Storage and testing facilities for National Technical Systems, Inc., and Golden Valley Road to the west
of the project site
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3.0 PwjectDescHption
PROJECT BACKGROUND
The Santa Clarita General Plan designates Via Princessa as a major highway from Wiley Canyon Road to
Lost Canyon Road. Two sections of this roadway have been built including a western portion, from Wiley
Canyon Road to Clairbourne Lane, and an eastern portion from Sheldon Avenue to Marsha McLean
Parkway. The General Plan also identifies a gap closure segment between the two existing sections of Via
Princessa. The Via Princessa East Extension would complete a portion of this gap closure.
The eastern portion of Via Princessa is currently a four -lane roadway that extends from Whites Canyon
Road in the southeast to Rainbow Glen Drive in the northwest. West of Rainbow Glen Drive, Via
Princessa is currently configured as a two-lane roadway that ends just west of Sheldon Avenue. East of
White's Canyon, Via Princessa is configured as a four to six -lane highway.
The effects of the Via Princessa extension were previously evaluated as part of the Magic Mountain
Parkway Extension Project EIR, which was certified by the Santa Clarita City Council on January 26, 1999.
In the 12 -year lapse between that previously prepared environmental document and the present, most of
the environmental documentation has become outdated due to the length of time that has passed and
changes in environmental regulations. Since 1999, the City's Hillside Ordinance has been revised,
biological studies previously conducted are outdated, and standards for reporting for some species have
been revised. Air quality standards have been revised and changed and hot spot analysis for PM2.5 and
PM10 are now required. Noise modeling previously conducted would be outdated because the traffic
numbers and patterns have changed since 1999. Changes to traffic patterns have also taken place as other
of f -site roadway improvements have been constructed. Consequently new environmental documentation
is required.
LAND USE DESIGNATIONS AND ZONING
The City's General Plan new Land Use Map, designates the project site as BP (Business Park) and UR5
(Urban Residential 5). The City's Zoning Map, shows that the project site is zoned Business Park
Business Park (Planned Development) and Residential Low uses.
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3.0 PwjectDescHptiou
PROJECT APPROVALS AND ENTITLEMENTS
The proposed project would be part of the City's Capital Improvement Program. The City Council is the
City's decision-making body and is responsible for approving projects to be built within City limits. Prior
to approving the proposed project, the City Council must certify that (1) this EIR has been reviewed and
considered; (2) the EIR has adequately analyzed the potential impacts of the proposed project; (3) it has
been completed in compliance with CEQA, the State CEQA Guidelines, and the City's Environmental
Guidelines; and (4) it reflects the independent judgment of the City Council.
The project would also require the approval of an Oak Tree Permit and Hillside Review Permit at such
time as development occurs or when funding of roadway construction becomes available. In order to
allow for the proposed development to occur, MC# 09-108 would require an Oak Tree Permit and a
Hillside Review Permit. The oak tree permit would be required to determine the oak tree impacts at the
time of project development. The Hillside Review Permit would permit the grading necessary to
construct the roadway. These entitlements will be obtained at such time as roadway funding is available
or concurrent with a development project. Because it is not known at this time when the project would be
funded or built and permits expire after two years, it was determined to be more cost effective to wait
until such time as construction of the roadway is imminent to secure permits for the project. In the case of
oak trees, those trees on the project site that are not currently of ordinance size may be large enough to
qualify at a later date.
Additional ministerial actions, such as grading permits, would be required by the City prior to actual
grading and construction of the proposed roadway extension.
PROJECT OBJECTIVES
Key objectives of the proposed project are to:
• implement the goals of the Circulation Element of the Santa Clarita General Plan, including
connectivity between Golden Valley Road and Rainbow Glen Parkway;
• improve local access to residential and commercial areas within the City of Santa Clarita;
• improve roadway level of service and the circulation network;
• promote opportunities for new development by extending needed infrastructure systems;
• help close a gap segment in the City's planned roadway system; and
• reduce vehicle miles traveled by creating a more direct route for motorists, eliminating circuitous
driving patterns.
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3.0 PwjectDescHption
PROJECT CHARACTERISTICS
The Via Princessa East Extension would be one of the primary east -west arterials through the City of
Santa Clarita. The proposed roadway would be approximately 1.2 miles in length and would be
designated as a Major Arterial Highway per the City of Santa Clarita's Master Plan of Arterial Highways.
The project involves the construction of a new roadway segment between Golden Valley Road and the
existing roadway terminus near Sheldon Avenue.
The proposed roadway construction between Golden Valley Road and the existing terminus of Via
Princessa near Sheldon Avenue would be a six -lane facility with a 14 -foot raised landscaped median, a
10 -foot parkway including 5 -foot sidewalk on each side, and a 12 -foot bike path along the south side. The
vehicle lanes adjacent to the median would be 12 feet wide, the middle lanes would be 11 feet wide, and
the right lanes would be 12 feet wide. The typical right -of -way width would be 116 feet.
CONSTRUCTION ACTIVITY
Grading
The proposed project would involve approximately 551,590 cubic yards (cy) of cut and 210,530 cy of fill.
There would be no export of excess cut material because it would be stored on the project site.
Schedule
Construction activities are expected to commence in at such time as funding becomes available or
development occurs. Should development occur in the near future, clearing and grubbing of the area is
expected to begin in May 2013 and last through August 2013. Site grading and excavation would require
cut and fill of 762,120 cubic yards on site, as estimated by the project applicant. Grading and excavation is
expected to begin in September 2013 and last through January 2015. Trenching for drainage and utilities
is expected to begin in February 2015 and last through December 2015. Asphalt paving would follow in
January 2016 and last through June 2016.
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4.0 ENVIRONMENTAL IMPACT ANALYSIS
INTRODUCTION
This section provides information on the project site's existing conditions, project and cumulative impact
potential, and cumulative mitigation measures (refer to Environmental Impact Report [EIR] Sections 4.1,
Air Quality, through 4.11, Visual Resources). As proposed, Via Princessa would be developed as
funding becomes available. Mitigation measures are designed to reduce the project's impact potential.
This section also describes the significant impacts that would occur after mitigation measures have been
applied. Technical topics addressed in the EIR were defined by the Lead Agency through the Initial Study
and Notice of Preparation process.
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4.10 TRANSPORTATION AND CIRCULATION
PURPOSE
The section discusses the potential impacts to traffic and circulation as a result of the implementation of
the proposed Via Princessa East Extension, which includes regional traffic growth pursuant to the City's
buildout for the Santa Clarita Valley. Upon completion of the proposed project, safety and hazardous
impacts would be less than significant. All traffic related impacts to intersections and roadways within
the project study area would be mitigated to less than significant impacts with implementation of the
proposed project. Potential cumulative transportation and circulation impacts, including potential
impacts to roadway segments and project area intersections, would result in less than significant impacts
with implementation of the proposed project.
This section of the EIR summarizes the findings of the Via Princessa Extension Traffic Analysis prepared by
Austin -Foust Associates, Inc., in April 2011. The traffic analysis is provided in Appendix 4.10 of this EIR.
INTRODUCTION
The traffic impacts analysis presented in this section is based upon the traffic technical report prepared
for the proposed Via Princessa project by Austin -Foust Associates, Inc., (AFA), entitled Via Princessa
Extension Traffic Analysis (April 2011) (TA). A copy of the TA is included in its entirety in Appendix 4.10
of this EIR.
The following provides an overview of the methodology utilized to conduct the impacts analysis
presented in this section.
Definitions
The following definitions are provided for certain terms used throughout this section to clarify their
intended meaning:
ADT Average Daily Traffic. Generally used to measure the total two -directional traffic
volumes passing a given point on a roadway.
CMP Congestion Management Program. A state -mandated program administered by the Los
Angeles County Metropolitan Transportation Authority (Metro) that provides a
mechanism for coordinating land use and development decisions.
ICU Intersection Capacity Utilization. A measure of the volume to capacity ratio for an
intersection. Typically used to determine the peak hour level of service for a given set of
intersection volumes.
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4.10 Transportation and Circulation
LOS Level of Service. A scale used to evaluate circulation system performance based on
intersection ICU values or volume/capacity ratios of arterial and freeway segments.
Peak Hour This refers to the hour during the AM peak period (typically 7:00 AM to 9:00 AM) or the
PM peak period (typically 3:00 PM to 6:00 PM) in which the greatest number of vehicle
trips are generated by a given land use or are traveling on a given roadway.
Tripend A trip generation measure which represents the total trips entering and leaving a
location; each trip has two tripends.
V/c Volume to Capacity Ratio. This is typically used to describe the percentage of capacity
utilized by existing or projected traffic on a segment of an arterial or intersection.
VPH Vehicles Per Hour. Used for roadway volumes (counts or forecasts) and trip generation
estimates. Measures the number of vehicles in a 1 -hour period, typically the AM or PM
peak hour.
Project Study Area
The project study area, illustrated in Figure 4.10-1, Project Study Area, includes the roadways and
intersections near the project site and those locations where project -distributed traffic could be reasonably
expected to cause a significant impact.
Methodology
The traffic forecasts used in this analysis have been prepared using data from the Santa Clarita Valley
Consolidated Traffic Model (SCVCTM). The SCVCTM was developed jointly by the City of Santa Clarita
Department of Public Works and the County of Los Angeles Department of Public Works and is the
primary tool used for forecasting traffic volumes for the Santa Clarita Valley. The SCVCTM has the
ability to provide traffic volume forecasts for a long�range setting, which represents buildout conditions
(generally considered as year 2035 or later), as well as an interim year (approximately 10 to 15 years from
the present). For this analysis, the SCVCTM Interim Year setting is used to provide a comparison of
conditions with and without the project. As noted above, the SCVCTM Long�Range Buildout forecasts
based on the proposed OVOV plan are also provided to illustrate the ultimate traffic conditions in the
area.
The Via Princessa East Extension will be one of the primary east -west arterials through the City of Santa
Clarita. The project addressed in this analysis consists of the portion of Via Princessa between Golden
Valley Road and Rainbow Glen Drive to the east. A future project would construct the final gap closure
segment between Golden Valley Road and Claiborne Lane to the west.
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension TrafficAnalysis - May 2011
FIGURE4.10-1
NProject Study Area
112-028-06/11
DECDRO
0, IRIANGLY
C
SANDY
so, PR", JAKES
PROJECF A,
4p VIA
LOCATION NCE�A
VJA PIANCEII,
Legend:
NOT TO SCALE mmmmm Proposed Project Roadway Extension
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension TrafficAnalysis - May 2011
FIGURE4.10-1
NProject Study Area
112-028-06/11
4.10 Transportation and Circulation
The project is about 1.2 miles in length and the proposed roadway is designated as a Major Arterial
Highway per the City of Santa Clarita's Master Highway Plan. The project includes the construction of a
new roadway segment between Golden Valley Road and the existing roadway terminus near Sheldon
Avenue, the completion of the existing section of Via Princessa between Sheldon Avenue and Rainbow
Glen Drive (currently constructed as a half section) by constructing the south side of the roadway, and
the re -striping of the existing section of Via Princessa between Sheldon Avenue and Rainbow Glen Drive
to add additional vehicle lanes.
The new roadway construction between Golden Valley Road and the existing roadway terminus near
Sheldon Avenue would be a six -lane facility with a raised landscaped median, a parkway/sidewalk on
each side and a two-way bike path along the south side. The vehicle lanes adjacent to the median would
be 12 feet wide, the middle lanes 11 feet wide, and the lanes adjacent to the curb would be 12 feet wide.
The typical right-of-way width for this section would be 116 feet.
The portion of Via Princessa between Sheldon Avenue and Rainbow Glen Drive that is currently
constructed as a half section would be completed by constructing the south side of the roadway. In this
section, the roadway would be constructed to a typical right -of -way width of 104 feet, consistent with the
original design for this section.
Impacts Analysis Scenario
The traffic impacts of the proposed project were evaluated based on the Interim Year scenario,
approximately 10 to 15 years from 2010, consistent with the established guidelines of the City of Santa
Clarita. The Interim Year scenario evaluates project area conditions with and without the proposed
project.
For this analysis, Interim Year With Project traffic forecasts are based on the proposed extension of Via
Princessa east of Golden Valley Road. The Interim Year Without Project forecasts are based on the
existing configuration of Via Princessa (no extension). Interim Year traffic forecasts represent a
comprehensive cumulative setting that includes the proposed and approved future development projects
within the Santa Clarita area.
Cumulative Conditions
The cumulative traffic impacts of the proposed project were evaluated based on the Long Range Buildout
scenario. The Long Range Buildout scenario for the proposed project represents part of a long-range
improvement that ultimately proposes the gap closure of Via Princessa through the center of the Santa
Clarita Valley. Long -Range Buildout conditions are included in this analysis to illustrate the ultimate
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4.10 Transportation and Circulation
EXISTING CONDITIONS
Roadway System
The existing roadway network in the project study area is shown on Figure 4.10-1. Regional access to the
site in the north/south direction is provided via SR -14 and Sierra Highway, located south of the project
Site. Regional access to the site also is provided via Soleclad Canyon Road, which is located to the north of
the project site and runs in an east/west direction. Other primary roads in the area include Golden Valley
Road, which is perpendicular to the westerly boundary of the project, Rainbow Glen Drive, which passes
east of the site, and Whites Canyon Road, which connects to Via Princessa east of the project site.
Via Princessa
The existing segment of Via Princessa from approximately 400 feet west of Rainbow Glen Drive to
Canyon Terrace Way (just west of the intersection with Whites Canyon Road) is constructed with a
typical right-of-way width of 80 feet, which allows for a total of four vehicles lanes, two lanes in each
direction, and a painted median.
Immediately west of this, a short segment of Via Princessa (approximately 270 feet) is constructed as a
half -street section based on an ultimate right-of-way width of 104 feet, which would allow for a total of
six vehicles lanes and a raised median at ultimate buildout.
From the end of that segment to the current roadway terminus (approximately 525 feet), the roadway is
constructed based on a typical right-of-way width of 100 feet, which would allow for a total of six
vehicles lanes and a raised median. 1
Existing Traffic Volumes and Levels of Service
Existing conditions (2010) average daily traffic (ADT) volume counts have been provided by the City of
Santa Clarita from multiple permanent counts stations located within the project study area. Those counts
have been augmented by additional 24-hour machine counts collected specifically for the TA in July 2010.
Detailed intersection turning movement counts were also collected in November 2010 during the critical
AM and I'M peak periods for intersections along the Via Princessa corridor, as identified on
Figure 4.10-2, Existing Intersection Lanes and Peak Hour Volumes.
Right -of -Way source is the Road Alignment for Via Princessa East street plan by Sikand Engineering, October
2009.
Inpact Sciences, Inc. 4.10-6 VzaPrincessaEast Extension Project Drnf? EIR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Figure 4.10-3, Existing ADT Volumes (000s), identifies the existing (2010) ADT volumes in the vicinity of
the project. Approximately 8,000 ADTs currently utilize Via Princessa between Whites Canyon Road and
Rainbow Glen Drive.
ADT volume to capacity (v/c) ratios have been calculated for existing (2010) conditions, as shown in
Table 4.10-2, Average Daily Traffic V/C and LOS - Existing 2010 Conditions, which summarizes the v/c
and LOS for each roadway within the study area. Roadways adjacent to the project location generally
operate at LOS A and LOS B (e.g., Via Princessa, Rainbow Glen Drive, Isabella Parkway, and Golden
Valley Road). Other heavily traveled arterials are operating at LOS E (e.g., Bouquet Canyon Road and
Railroad Avenue); however, none are currently shown at LOS F.
Existing intersection ICU values for signalized intersections near the project are summarized in
Table 4.10-3, ICU and LOS Summary — Existing 2010 Conditions. Table 4.10-4, Intersection Delay and
LOS Summary — Existing 2010 Conditions, summarizes the average vehicle delay and the corresponding
LOS for existing intersections along Via Princessa in the vicinity of the project. Figure 4.10-4, Intersection
Location Map, identifies the intersections near the project site. The delay analysis shows that each
intersection along the Via Princessa corridor currently operates at LOS C or better.
Transit System
Santa Clarita Transit provides fixed route transit bus service throughout the City and in adjacent
unincorporated areas. The system encompasses eight local -serving routes as well as four "Station Link"
routes that serve the Santa Clarita Metrolink station. Commuter express bus service to Los Angeles
employment destinations is also provided. Routes 1, 2, 5, and 6 operate in the vicinity of the project site.
Currently, no bus stops exist within 0.25 mile of the project site. The closest existing stop (Route 5/6) is at
the Aquatics Center near the intersection of Golden Valley Road and Centre Pointe Parkway. Routes 1, 2,
and 5 stop at the Sierra Highway/Soleclad Canyon Road intersection.
Bicycle/Pedestrian System
The City of Santa Clarita is an active promoter of non -motorized transportation modes, as is evidenced by
its adoption in June 2008 of a Non -Motorized Transportation Plan. Bicycle and pedestrian facilities are
part of the existing transportation environment and continue to play a key role in future development.
Inpact Sciences, Inc. 4.10-7 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
Ax
I
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VIA PRINCES
Ali, _�I' _f96 WHITES
7:- CANYON
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0
A
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LNOT TO SCALE
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
112-028-06/11
Legend:
Free Right Tum
FIGURE4.10-2
Existing I ntersecti on Lanes and Peak Hour Vol ui
d
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
112-028-06/11
Legend:
Free Right Tum
FIGURE4.10-2
Existing I ntersecti on Lanes and Peak Hour Vol ui
0
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
112-028-06/11
Legend:
Free Right Tum
FIGURE4.10-2
Existing I ntersecti on Lanes and Peak Hour Vol ui
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NOT TO SCALE XX Avemge Daily T)rafric Counts
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-3
NExisting ADT Volumes (000s)
112-028-06/11
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-4
NIntersection Location Map
112-028-06/11
Qq
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NOT TO SCALE
mmm
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-4
NIntersection Location Map
112-028-06/11
4.10 Transportation and Circulation
The following describes the different classifications of bicycle facilities:
Class I Bike Path — an exclusive, two-way path for bicycles that is completely separated from a street
or highway.
Class 11 Bicycle Lane — signed and striped one-way lanes on streets or highways, typically at the edge
of the pavement. Bike lanes provide a demarcated space for bicyclists within the roadway
right -of -way.
Class III Bike Route — bicycles share the right-of-way with vehicles; the routes may be signed, but
they are not exclusively striped for use by cyclists.
The Santa Clara River Trail Class I bike path begins at Lost Canyon Road, south of Soleclad Canyon Road,
and parallels the Santa Clara River westerly to Whites Canyon Road and beyond. Class I paths are also
provided along segments of Soleclad Canyon Road, Golden Valley Road, and Sand Canyon Road. Class 11
bicycle lanes are present on Soleclad Canyon Road west of Sand Canyon Road.
Santa Clarita's existing pedestrian network is comprised of sidewalks, paseos, and multi -use trails.
Within the immediate project vicinity, pedestrian facilities are limited to sidewalks on portions of streets
and crosswalks at intersections.
REGULATORY SETTING
city
2006 Transportation Development Plan
The City of Santa Clarita Transit's 2006 Transportation Development Plan HDP) outlines a 58 percent
expansion of transit services in the Santa Clarita Valley over the next several years. The TDP identifies
major employers and other activity centers that are served by transit, including Six Flags Magic
Mountain, Henry Mayo Newhall Memorial Hospital, the Valencia Industrial Center, the Valencia
Commerce Center, and the Valencia Town Center. The plan also identifies employers and destinations
that are not yet served. According to the plan, transit service is desirable at locations where very large
employers or clusters of employment operate, or at locations that attract large numbers of visitors,
students, children, the elderly, or the disabled. Under the proposed expansion of services, planned transit
improvements include automated vehicle location equipment, passenger information systems, and
automated ridership count equipment. Signage would be posted throughout the community to highlight
bus arrival and departure times, which would also be accessible through personal computers and hand
held computer devices.
Inpact Sciences, Inc. 4.10-13 VzaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
A significant need identified in the TIDP is improving the accessibility, convenience, and safety for bus
stops. Some existing stops have no paved waiting areas for transit riders to stand while waiting for the
bus, causing them to stand on unpaved shoulders of busy streets, or in landscaped areas where sprinklers
spray intermittently. The TIDP recommends retrofitting bus waiting areas to provide pavement and
connections to walkways, and ensuring that new development provides or contributes to adequate transit
stop facilities as a condition of approval, where appropriate.
Additionally, the TIDP identifies a need for development of a major (500+ spaces) park-and-ride lot at the
intersection of Newhall Avenue and Sierra Highway. In addition to improving service at that location, a
larger lot would increase parking capacity at the Newhall and Santa Clarita Metrolink Stations by
diverting some bus riders from parking at the Metrolink stations. A second park-and-ride lot was
approved in October 2011 near the McBean Transfer Station, in accordance with the plan. Funding
sources for these improvements are being evaluated. The TIDP also recommends the development of a
permanent Metrolink station with transfer facilities to accommodate bus service, and increased park-and-
ride spaces, and identifies a need for a future fourth station on the east side of the Santa Clarita Valley.
2008 Non -Motorized Transportation Plan
The City of Santa Clarita initiated preparation of a Non -Motorized Transportation Plan in 2006, with the
general goal of reducing the number and length of vehicle trips through promotion of walking and biking
as alternate modes of transportation. In undertaking a plan to increase non -motorized transportation, the
City identified quality of life benefits such as reduced noise from traffic, better air quality, reduced fuel
costs, and less time spent in traffic congestion. The City found that generally people are willing to walk to
destinations within 0.25 mile, and bike to destinations within 0.5 mile. Other studies have found that
people routinely walk 0.5 mile to access rail transit and surveys of bicycle commuters indicate that
average bicycle commute distance can vary from approximately 4.5 miles to 7.5 miles.
The City's Non -Motorized Transportation Plan was adopted in June 2008. The Plan developed connected,
safe, and convenient routes for cyclists and pedestrians. Policies and programs in the plan were designed
to identify and prioritize bikeway needs; provide a plan for needed facilities and services; contribute to
the quality of life through trail development; improve safety for cyclists and pedestrians; identify land
use patterns that promote walking and cycling, improve access to transit; maximize funding
opportunities for trails; and provide educational and incentive programs. The Non -Motorized
Transportation Plan identified a need to accommodate on -street bicyclists through designation of bike
lanes on arterials, wide curb lanes, loop detectors at signals, direct commuter routes, and protected
intersection crossing locations. In addition, connections between residential areas and bikeways are
needed to facilitate increased bicycle use for both recreational and commuting purposes. The
Inpact Sciences, Inc. 4.10-14 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Non -Motorized Transportation Plan identified the various needs for pedestrians, including sufficient
crossing time at signalized intersection, visibility at crossings, continuity of walkways, adequate walkway
width, removing obstructions in the walkway, and providing buffer or separation from travel lanes. The
Plan also included a Safe Routes to Schools Program for three elementary schools.
County
Congestion Management Program
The CMP was enacted by the California Legislature in 1989 to improve traffic congestion in urban areas.
The program became effective with the passage of Proposition 111 in 1990, which also increased the State
gas tax. Funds generated by Proposition 111 are available to cities and counties for regional road
improvements, provided these agencies are in compliance with CMP requirements. The intent of the
legislation was to link transportation, land use, and air quality decisions by addressing the impact of local
growth on the regional transportation system. State statute requires that a congestion management
program be developed, adopted, and updated biennially for every county that includes an urbanized
area, which shall include every city and county government within that county. Therefore, the City of
Santa Clarita and County of Los Angeles must comply with CMP requirements in developing a
circulation plan for the Santa Clarita Valley.
Under this legislation, regional agencies are designated within each county to prepare and administer the
CMP for agencies within that county. Each local planning agency included in the CMP has the following
responsibilities:
• Assisting in monitoring the roadways designated within the CMP system
• Adopting and implementing a trip reduction and travel demand ordinance
• Analyzing the impacts of local land use decisions on the regional transportation system
• Preparing annual deficiency plans for portions of the CMP system where LOS standards are not
maintained
Los Angeles County Metropolitan Transportation Authority (Metro) is the CMP agency for Los Angeles
County. Metro has the responsibility to review compliance with the CMP by agencies under its
jurisdiction. For any agency out of compliance, after receiving notice and after a correction period, a
portion of state gas tax funds may be withheld if compliance is not achieved. In addition, compliance
with the CMP is necessary to preserve eligibility for state and federal funding of transportation projects.
Inpact Sciences, Inc. 4.10-15 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Metro adopted the County's first CMP in 1992, and completed its most recent update in 2004. The statute
requires that all state highways and principal arterials be included within the CMP roadway system.
Within the Santa Clarita Valley, the following roadways are designated as CMP roadways:
0 1-5 Freeway
0 SR -14 Freeway
0 Sierra Highway from Newhall Avenue (formerly San Fernando Road) to SR -14 at Red Rover Mine
Road
0 Magic Mountain Parkway from 1-5 to Railroad Avenue (formerly San Fernando Road)
0 Railroad Avenue/Newhall Avenue (formerly San Fernando Road) from Magic Mountain Parkway to
SR -14
0 SR -126 west of the 1-5 freeway
The 2004 CMP noted that both the 1-5 and SR -14 freeways within the Santa Clarita Valley demonstrate
traditional commute patterns, with congestion flowing into Los Angeles and the San Fernando Valley in
the morning and a reverse flow in the afternoon. Various strategies are available to local jurisdictions to
mitigate CMP traffic impacts, including constructing new roadway improvements, managing traffic flow
through signal improvements and trip reduction measures, and land use strategies such as locating
higher density uses in proximity to public transit.
Metro Bicycle Transportation Strategic Plan
The Metro Board adopted the Metro Bicycle Transportation Strategic Plan in 2006 to promote bicycle use
throughout Los Angeles County. The Plan's vision is to make cycling a viable travel choice by promoting
links between bicycle facilities and the transit network. The plan identifies four "bike -transit" hubs within
the Santa Clarita Valley: the three Metrolink commuter rail stations, and the McBean Transfer Station.
The Metro Bicycle Transportation Strategic Plan evaluated gaps in the inter -jurisdictional bikeway
network connecting cities and unincorporated areas to destinations and transit stops. Within the Santa
Clarita Valley, four gaps in the inter -jurisdictional bikeway network were identified with the Old Road,
SR -126, Castaic/San Francisquito Creek, and Sierra Highway corridors.
Proposed Project Improvements
As shown in Figure 4.10-5, Existing and Future Roadway Improvements, the proposed extension would
expand Via Princessa to six lanes with a raised median except in the vicinity of Rainbow Glen Drive,
where the existing right-of-way limits the roadway to four lanes with a painted median.
Inpact Sciences, Inc. 4.10-16 VzaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-5
NExisting and Future Roadway Improvements
112-028-06/11
Fr
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X
Laines (Twol - Interim Year
(y)
TAtimate Lanes (Two-way) - General Plan
—
— —
Proposed Project Roadway Extension
NOT TO SCALE
----
Future GP Roadway
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-5
NExisting and Future Roadway Improvements
112-028-06/11
4.10 transportation and Circulation
The project is about 1.2 miles in length and the proposed roadway is designated as a Major Arterial
Highway per the City of Santa Clarita's Master Highway Plan. The new roadway construction between
Golden Valley Road and the existing roadway terminus near Sheldon Avenue would be a six -lane facility
with a raised landscaped median, a parkway/sidewalk on each side and a two-way bike path (Class 1)
along the south side. The vehicle lanes adjacent to the median would be 12 feet in width, the middle lanes
11 feet in width, and the lanes adjacent to the curb would be 12 feet in width. The typical right-of-way
width for this section is 116 feet.
A portion of the existing segment of Via Princessa between Sheldon Avenue and Rainbow Glenn Drive
that is currently constructed as a half section would be completed by constructing the south side of the
roadway. In this section, the roadway would be constructed to a typical right-of-way width of 104 feet,
consistent with the original design for this roadway section.
PROJECT IMPACTS
Significance Threshold Criteria
In order to assist in determining whether a project will have a significant effect on the environment, the
State CEQA Guidelines, Appendix G, identifies criteria for conditions that may be deemed to constitute a
significant or potentially significant impact relative to transportation/traffic.
The City's Environmental Guidelines as essentially the same criteria as Appendix G, however; where
different, City text is noted in [brackets]. According to Appendix G, potentially significant impacts on
transportation and circulation would occur if the proposed project would:
conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the
performance of the circulation system, taking into account all modes of transportation, including
mass transit and non -motorized travel and relevant components of the circulation system, including,
but not limited to, intersections, streets, highways and freeways, pedestrian and bicycle paths, and
mass transit;
conflict with an applicable congestion management program, including, but not limited to, level of
service standards and travel demand measures, or other standards established by the County
congestion management agency for designated roads or highways;
result in a change in air traffic patterns, including either an increase in traffic levels or a change in
location that results in substantial safety risks;
substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections)
or incompatible uses (e.g., farm equipment);
0 result in inadequate emergency access;
Inpact Sciences, Inc. 4.10-18 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 transportation and Circulation
result in inadequate parking capacity (generate a parking demand that exceeds municipal code—
required parking capacity); or
conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian
facilities, or otherwise decrease the performance or safety of such facilities (cause a hazard or barrier
for pedestrians or bicyclists).
Recent revisions to the State CEQA Guidelines, Appendix G, have removed from the above criteria the
inquiry as to whether a project would result in inadequate parking capacity. Notwithstanding, the
analysis presented herein considers the proposed projects impacts relative to construction parking
capacity.
Additionally, based on policies contained in the City of Santa Clarita Local CEQA Guidelines (2005), the
following thresholds should be used for determining the significance of impacts related to traffic and
access:
Roadway System2
Impacts to the roadway system are considered significant if the proposed project would:
a. Worsen an intersection maintained by the City of Santa Clarita from LOS D or better to LOS E or F.
b. Cause the following increase in delay at an intersection maintained by the City of Santa Clarita that
operates (with the project) at LOS D or worse:
0 LOS D with the project: more than 4 -second increase in delay is significant.
0 LOS E or F with the project: more than 2 -second increase in delay is significant.
c. Cause the following increase in volume -to -capacity (v/c) ratio under cumulative conditions on a
roadway in the City of Santa Clarita:
0 LOS D with the project: more than 0.02 increase in v/c ratio is significant.
0 LOS E or F with the project: more than 0.01 increase in v/c ratio is significant.
d. Cause a facility maintained by Caltrans to worsen from LOSE or better to LOS F.
e. Exacerbate LOS F operations on a facility maintained by Caltrans, causing the traffic demand to
increase by 2 percent of capacity or more.3
2 Delay thresholds for impacts under LOS D or worse conditions calculated by converting the City's v/c ratio
threshold into a corresponding delay threshold based on HCM delay range for given LOS category.
3 Based on the Congestion Management Program threshold of increased traffic demand by two percent of
capacity.
Inpact Sciences, Inc. 4.10-19 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
I. Cause an intersection or two-lane roadway maintained by Los Angeles County to be significantly
impacted in accordance with analysis procedures and thresholds set forth by the County.
Transit System
Impacts to the transit system are considered significant if the proposed project would:
a. Interfere with existing or planned transit system service or facilities.
b. Cause an inconsistency with a policy related to transit in the City's Transportation Development Plan
(adopted in 2006).
BicyclelPedestrian System
Impacts to the bicycle and pedestrian system are considered significant if the proposed project would:
a. Eliminate or adversely affect an existing bikeway or pedestrian facility in a way that would
discourage its use.
b. Cause an inconsistency with a relevant policy in the City's Non -Motorized Transportation Plan
(adopted in 2008).
Congestion Management Program
Impacts to CMP facilities are considered significant if the proposed project would increase the traffic
demand by 2 percent of capacity at a CMP intersection or freeway facility, thereby resulting in or
exacerbating LOS F conditions.
Impact Methodology
Level of service (LOS) analysis was carried out for intersections using the intersection capacity utilization
(ICU) procedure in accordance with the City of Santa Clarita traffic study guidelines. An intersection
operational analysis was also conducted for the Via Princessa corridor using the delay -based
methodology of the Highway Capacity Manual and the Synchro micro -simulation analysis model. In
addition, roadway link analysis is provided based on volume to capacity (v/c) ratios consistent with the
OVOV traffic analysis.
The performance criteria used for evaluating volumes and capacities in the study area is based on
average daily traffic (ADT) and peak hour intersection volumes. ADT is a useful measure to show general
levels of traffic on a facility. In addition, using peak hour intersection turn movement volumes and the
intersection lane geometry, ICU values are calculated for each of the AM and PM peak hours for
Inpact Sciences, Inc. 4.10-20 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Impact Analysis
Impact Threshold 4.10-1 Conflict with an applicable plan, ordinance or policy establishing
measures of effectiveness for the performance of the circulation system,
taking into account all modes of transportation, including mass transit and
non -motorized travel and relevant components of the circulation system,
including, but not limited to, intersections, streets, highways and
freeways, pedestrian and bicycle paths, and mass transit
constrwction
Traffic conditions in the project area during construction activities would be disrupted on a short-term
basis, primarily due to the hauling of equipment and materials on and off site. It is estimated that the
construction period for the extension of Via Princessa would be three years. Heavy construction
equipment such as bulldozers and large loaders would be moved on site prior to ground -moving
activities and remain on site or nearby the site until after completion. The movement of construction
vehicles and equipment onto and off of the site would need to be scheduled in order to avoid the peak
hour traffic periods on the adjacent street network. In addition, construction employees would be
traveling to and from the site on a daily basis during the construction period. Potential conflicts could
arise between construction equipment and workers to the project site.
In order to minimize potential conflicts between construction activity and through traffic, implementation
of Mitigation Measure MM 4.10-1 would require development of a construction traffic control plan for
use during construction activity. The plan would identify all traffic control measures, signs, and
delineators to be implemented by the construction contractor during the duration of demolition and
construction activity and shall comply with the provisions in accordance with the California Manual on
Uniform Traffic Control Devices.4
With the implementation of a construction traffic control plan, potential construction impacts would be
reduced to less than significant.
4 California Department of Transportation, California Manual on Unifom Traffic Control Devices, 2006.
Inpact Sciences, Inc. 4.10-23 ViaPrincessaEast Extension Project Drno EIR
0112.028 Agret 2012
4.10 Transportation and Circulation
Operation
The following impact analysis is discussed under the two scenarios identified below:
Interim Year Without Project conditions, which would occur 10 to 15 years from the year 2010, when
compared to Existing Conditions
0 Interim Year With Project conditions when compared to Interim Year Without Project conditions
Each scenario analyzed is divided into three performance standards:
a. ADT V/c and LOS
b. ICU and LOS
c. Intersection Delay and LOS
Interim Year without Project
As shown on Figure 4.10-6, Interim Year ADT Volumes (000s) — Without Project, ADT volumes would
remain unchanged or would increase from 21000 to 31,000 ADTs above existing conditions. Figure 4.10-7,
Interim Year Intersection Lanes & Peak Hour Volumes — Without Project, shows the corresponding
peak hour volumes for the Interim Year.
Average Daily Traffic VIC and LOS Analysis
As identified in Table 4.10-8, Average Daily Traffic V/C and LOS - Interim Year without Project, three
roadway segments would exceed acceptable performance standards of LOS E under Interim Year
conditions. As described above in the Existing Conditions discussion, no roadway segments analyzed
currently exceeds the acceptable performance standard of LOS E. Therefore, future traffic volumes of
three roadway segments would continue to operate at an unacceptable LOS at interim year conditions.
Inpact Sciences, Inc. 4.10-24 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -Vay 2011
FIGUIRE4.10-6
NInterim Year AIDT Volumes (000s) —Without Project
112-028-06/11
26
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Legend:
NOT TO SCALE XX Average Daily Traffic
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -Vay 2011
FIGUIRE4.10-6
NInterim Year AIDT Volumes (000s) —Without Project
112-028-06/11
44
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension TrafficAnalysis - May 2011
112-028-06/11
VIA PRINCESSA
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension TrafficAnalysis - May 2011
112-028-06/11
VIA PRINCESSA
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Free Right Tant
FIGUIRE4.10-7
Interim Year I ntersecti on Lanes and Peak Hour Vol umes— Without Proj
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-8
NInterim Year ADTVolumes(000s)— With Project
112-028-06/11
26
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Average Daily Traffic
NOT TO SCALE
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGURE4.10-8
NInterim Year ADTVolumes(000s)— With Project
112-028-06/11
112-028-06/11
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGUIRE4.10-9
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112-028-06/11
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGUIRE4.10-9
NInterim Year Peak Hour Volumes —With Project
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FIGUIRE4.10-9
NInterim Year Peak Hour Volumes —With Project
4.10 Transportation and Circulation
During the AM peak hour, traffic volumes on Rainbow Glen Drive (north of Via Princessa) would
increase by approximately 20 vehicles per hour (vph). Traffic volumes on Via Princessa (east of Rainbow
Glen Drive) would increase by approximately 240 vph. During the PM peak hour, traffic volumes on
Rainbow Glen Drive would decrease by a total of 16 vph. Traffic volumes on Via Princessa would
increase by approximately 183 vph.
The extension of Via Princessa would reduce the southbound left -turn volume while increasing the
southbound right -turn volume at the Via Princessa/Isabella Parkway intersection. In addition, the
number of westbound right -turns would decrease, while the eastbound left -turns would increase.
The estimated net change to peak hour traffic volumes on Isabella Parkway would increase
approximately 12 vph during the AM peak hour, with an estimated increase of 3 vph during the PM peak
hour. As with Rainbow Glen Drive, the change to traffic volumes that are forecast during peak hour
conditions would not translate to a discernible net change to ADT volumes.5
ICU and LOS Analysis
The peak hour intersection levels of service were calculated for both the Interim Year No Project and
With Project scenarios for the key intersections along Via Princessa (shown in Figure 4.10-4). The ICU
values are shown in Table 4.10-12, Intersection ICU and LOS Summary — Interim Year With Project
Conditions. As can be seen, each of the intersections affected by the proposed project would operate at
acceptable levels of service. In addition, the intersection of Rainbow Glen Drive and Via Princessa and at
the future intersection of Via Princessa and Golden Valley Road would meet the criteria for a signal
warrant. Therefore, Mitigation Measures MM 4.10-3 and MM 4.10-4 shall be implemented, which would
require the installation of traffic signals at the Via Princessa/Rainbow Glen Drive and Via
Princessa/Golden Valley Road intersections.
Intersection Delay and LOSAnalysis
Level of service is based on average vehicle delay (sec/veh) values calculated using the delay based
methodology outlined in the Highway Capacity Manual.
Table 4.10-13, Intersection Delay and LOS Summary — Interim Year With Project Conditions,
summarizes the average vehicle delay and the corresponding LOS for existing intersections along Via
Princessa in the vicinity of the project. As shown, each intersection would forecast to operate at LOS C or
better for conditions with the project, with the exception of Gregory Lane. Gregory Lane street delay
would increase from LOS D conditions without the project to LOS E conditions with the project. The
5 Rounded to the nearest 1,000 by standard practice.
Inpact Sciences, Inc. 4.10-33 ViaPrincessaEast Extension Project Drnf? EIR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Additional through traffic on Via Princessa, as a result of the proposed project, would forecast to increase
side street delay for Gregory Lane from LOS D conditions to LOS E conditions during the AM peak hour.
While the City does not have an established threshold of significance related to side street delay, LOS E
levels of delay would generally be considered a significant impact.
The traffic study (found in Appendix 4.10) analyzed intersection delay for Gregory Lane, which indicated
a LOS E for side street delay as a result of vehicles attempting a left -turn from Gregory Lane to eastbound
Via Princessa. When left -turning vehicles execute a right -turn movement onto Via Princessa, followed by
a U-turn to eastbound Via Princessa, would be facilitated by the traffic signal at the Rainbow Glen/Via
Princessa intersection, side street delay at Gregory Way decreases to LOS B conditions. The combined
delay of the right -turn movement and the subsequent U-turn movement would be 32.8 seconds
(12.3 seconds plus 20.5 seconds), which would be equivalent to a LOS C (based on signal control). As
such, the implementation of Mitigation Measure MM 4.10-3 would require the installation of a traffic
signal at the Rainbow Glen/Via Princessa intersection thus mitigating the potential side street delay
impact for Gregory Lane. Furthermore, another option to the Gregory Lane left -turn movement would be
to utilize Gilbert Drive to access Rainbow Glen Drive to Via Princessa.6
As noted in Mitigation Measure MM 4.10-3, a traffic signal would be installed at the Rainbow Glen/Via
Princessa intersection based on the peak hour volumes for project conditions. The installation of a traffic
signal at this location would also have the secondary effect of mitigating the project's impact at Gregory
Lane.
Modified Side Street Access
The Via Princessa intersections with Sheldon Avenue and Isabella Parkway are being considered for
access modification to prohibit side -street vehicles from making left -turns onto Via Princessa. To
compensate for the elimination of the left -turn movement, mid -block U-turn locations would be placed
just west of each of these intersections. As such, the standard left -turn movement from the side street
would instead be accomplished by a right -turn from the side street, followed by a mid -block U-turn at a
median break just west of the intersection.
As identified below under Cumulative Impacts; the two intersections are forecast to experience
significant levels of delay for side -street vehicles when left -turns are allowed. Table 4.10-14, Intersection
Delay and LOS Summary — Interim Year Modified Access Scenario, compares side street vehicle delay
between scenarios based on full -access and limited access for Interim Year conditions. As shown in
Table 4.10-14, modified access under the Interim Year scenario reduces delay for the side street, but does
6 This option would be convenient for residents located in the northerly Portion of the neighborhood.
Inpact Sciences, Inc. 4.10-35 ViaPrincessaEast Extension Project Drnf? EIR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Mifigafion Measures
The following mitigation measures shall be implemented:
Construction
MM 4.10-1 The City shall develop and implement a construction traffic control plan (CTCP) prior to
the start of construction. The CTCP shall be completed by the City Engineer. Specific
measures described in the CTCP shall conform to the Caltrans Manual on Uniform
Traffic Control Devices (MUTCD) manual. Specific measures described in the MUTCD
that are typically used in the CTCP are summarized below:
All traffic control measures, construction signs, delineators, etc., and their use during
the construction phase of this project shall conform to the provisions set forth in the
State of California, Department of Transportation, Manual of Traffic Controls,
January 1992.
Prior to approval of final site design plans, the applicant shall coordinate with Metro
to obtain input of a final CTCP.
In areas where traffic control necessitates, the contractor shall provide, post, and
maintain "No Parking" and "No Stopping" signs, as directed by the Director of
Public Works.
The location of all signs shall be determined in the field by the City Engineer in
conjunction with the contractor.
0 No travel lane shall be less than 10 feet wide.
0 Delineators shall be spaced at 50 feet maximum, or as noted on the final CTCP.
Construction personnel shall have a designated place for parking, as identified in the
final CTCP.
0 All traffic signal facilities shall be protected during construction or relocation
• "Construction Ahead" and appurtenant signs are to be placed 1,000 feet in advance
of all approaches to the project area, for the duration of construction.
• Private driveway closures shall be limited to the times of the day that construction is
in progress.
• Cross street closures shall be limited to the times of the day that construction is in
process.
Inpact Sciences, Inc. 4.10-37 ViaPrincessaEast Extension Project Drnf? EIR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Operation
MM 4.10-2 The City of Santa Clarita shall improve segments of Golden Valley Road (between
Soleclad Canyon Road and Sierra Highway) and Via Princessa (between Whites Canyon
Road and Sierra Highway) to their planned ultimate six -lane configuration within the
Interim Year horizon period, as funding becomes available.
MM 4.10-3 Prior to the completion of construction of the proposed project, the City of Santa Clarita
shall install a traffic signal at the Rainbow Glen Drive/Via Princessa intersection.
MM 4.10-4 Prior to the completion of construction of the proposed project, the City of Santa Clarita
shall install a traffic signal at the Via Princessa and Golden Valley Road intersection.
MM 4.10-5 One year after completion of the Via Princessa Roadway extension, the City's traffic
engineer shall evaluate future traffic patterns around Rainbow Glen Drive and Isabella
Parkway through standard City practices, including but not limited to plan checks and
the collection of future traffic data to determine if traffic calming measures would be
needed.
Residual Impacts
Construction
These controls are expected to adequately reduce any potentially significant impacts resulting from
disruptions of traffic and access during the construction period to a level below significant.
Operation
With the planned improvement of Golden Valley Road and Via Princessa, the proposed project would
operate at acceptable levels of service and would therefore have less than significant impacts.
Impact Threshold 4.10-2 Exceed, either individually or cumulatively, a level of service standard
established by the County Congestion Management Agency for
designated roads or highways
The proposed project is located within the City of Santa Clarita and would therefore be under the
jurisdiction of Metro. Metro is the Los Angeles County regulatory agency that implements the CMP. The
nearest CMP roadway segment to the project site is Sierra Highway north/south of Golden Valley Road.
The CMP methodology states that a significant impact would occur at CMP intersections where the
proposed project would add 50 or more trips during either the AM or PM weekday peak hours and when
Inpact Sciences, Inc. 4.10-38 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
As shown in the Table 4.10-15, above, upgrading each roadway segment to its planned six -lane
configuration, as identified in the City's General Plan Circulation Element, would mitigate potential
impacts to Golden Valley Road and Sierra Highway as a result of the proposed project.
Mitigation Measures
No mitigation measures are required.
Residual Impacts
Potential impacts to CMP roadways would be less than significant.
Impact Threshold 4.10-3 Result in a change in air traffic patterns, including either an increase in
traffic levels or a change in location that results in substantial safety risks
The nearest public or private airport to the project site would be Whiteman Airport located
approximately 10.5 miles to the south. Therefore, the project site is not located in the vicinity of an airport
and would not have any effect on air traffic patterns.
Mitigation Measures
No mitigation is required.
Residual Impacts
No impact would occur.
Impact Threshold 4.10-4 Substantially increase hazards due to a design feature (e.g., sharp curves or
dangerous intersections) or incompatible uses (e.g., I arm equipment)
No measurable change in ADT volumes, as a result of the proposed project, would occur along Via
Princessa east of Rainbow Glen Drive, and along Rainbow Glen Drive and Isabella Parkway north of Via
Princessa. The peak hour volumes shown in Figures 4.10-7 and 4.10-9 indicate a change in traffic patterns
which result in minor net changes in traffic volumes to the previously mentioned roadway segments.
The extension of Via Princessa would reduce the southbound left -turn volume while increasing the
southbound right -turn volume at the Via Princessa/Rainbow Glen Drive intersection. Likewise, a
decrease would occur for the westbound right -turn volume while an increase would occur to the
westbound through volume. In general, the amount of new traffic added to these Via Princessa, Rainbow
Inpact Sciences, Inc. 4.10-40 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Glen Drive, and Isabella Parkway would be offset by a similar reduction in traffic as a result of the
proposed project.
The traffic analysis determined that changes in traffic patterns due to the proposed project would result
in minor net changes in traffic volumes to these three existing roadway segments. Increases to one
direction of travel, or to one intersection turning movement, are largely offset by decreases in the
opposing direction.
The effect of the Via Princessa extension on the roadways noted above was determined using the City's
traffic demand model, which due to the level of detail provided by the zone structure and network
coding, has certain limitations that affect the level of change that can be discerned on the roadway
network. As such, a quantification of the change in traffic volumes at the local street level is beyond the
capabilities of the model. What the results of the traffic analysis do indicate, is that the potential impact of
the project on the three existing roadway segments discussed above is not anticipated to be significant
enough to cause the need for traffic calming measures for those streets and would not increase design
features or hazards.
However, with the roadway extension in place and after the resulting new traffic patterns have been
established, these three existing roadway segments should be reevaluated and traffic calming measures
investigated, as discussed below under Cumulative Impacts.
Mitigation Measures
No mitigation measures are required.
Residual Impacts
Impacts would be less than significant.
Impact Threshold 4.10-5 Result in inadequate emergency access
The proposed project is considered an infrastructure improvement project. It would extend Via Princessa
from Sheldon Avenue to Golden Valley Road. The proposed project would provide an additional
roadway access for the residential neighborhoods near Rainbow Glen Drive and Via Princessa, which
would improve emergency roadway access. Regional access to the project area is provided by SR -14 and
Sierra Highway to the south of the site. As a result, the proposed project would redistribute traffic
volumes throughout the project study area and would provide for additional east -west emergency
evacuation route for the local community.
Inpact Sciences, Inc. 4.10-41 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Mitigation Measures
No mitigation measures are required.
Residual Impacts
Impacts would be less than significant.
Impact Threshold 4.10-6 Result in inadequate parking capacity
Discussion
As described in Section 2.0, Project Description, the proposed project would extend Via Princessa from
Sheldon Avenue to Golden Valley Road upon completion and operation of the six -lane roadway.
Construction of the proposed project would generate temporary demand for parking for construction
employees. As identified in the construction traffic control plan in mitigation measure MM 4.10-1,
temporary construction personnel parking would be designated upon final approval by the City
Engineer, to minimize parking impacts on the surrounding commercial and residential land uses.
The operation of the proposed project would not generate new demand for parking as it is a roadway
improvement project.
Mitigation Measures
Mitigation Measure MM 4.10-1 shall be implemented.
Residual Impacts
Impacts would be less than significant.
Inpact Sciences, Inc. 4.10-42 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Impact Threshold 4.10-7 Conflict with adopted policies, plans, or programs regarding public
transit, bicycle, or pedestrian facilities, or otherwise decrease the
performance or safety of such I acilifies?
Public Transit
The proposed project would extend Via Princessa west from Sheldon Avenue to Golden Valley Road. As
identified under the Existing Conditions discussion, the nearest bus stop is located over 0.25 mile to the
north at the Aquatics Center. The proposed project would not impact any bus transit operations or bus
stops. The extension of Via Princessa would provide an opportunity for additional east/west bus transit
routes within the City. As a result, impacts would be beneficial to future public transit routes.
Bicycles
The project area is depicted in the City of Santa Clarita Non -Motorized Transportation Plan to include a
Class I bike path along the south side of the proposed project roadway. The Class I bike path would
provide a link to the existing Class I bike path along the west side of Golden Valley Road. The Class I bike
path would also link to the planned future Class I bike path along the future extension of Via Princessa
west of Golden Valley Road. The project's Class I bike path would improve access to the City's existing
and planned bicycle network for the residents in the project vicinity and provides a new travel option for
east -west bicycle trips.
Pedes trians
The proposed project would provide sidewalks along both the north and south sides of the roadway and
would connect to the existing sidewalks at the current terminus Via Princessa. The proposed project also
closes an existing gap of sidewalk on the south side of Via Princessa between Sheldon Avenue and
Rainbow Glen Drive, which results in a continuous section of sidewalk between Rainbow Glenn Drive
and Golden Valley Road. At the point where the project intersects with Golden Valley Road, there
currently are not sidewalks on the east or west side of Golden Valley Road and, as such, pedestrian
connectivity to the north and south would initially be limited. However, sidewalks are planned as part of
a future widening of Golden Valley Road as well as the future extension of Via Princessa west of Golden
Valley Road, resulting in complete pedestrian connectivity in all four directions.
Mitigation Measures
No mitigation measures are required.
Inpact Sciences, Inc. 4.10-43 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Residual Impacts
Impacts would be beneficial because of the provision of sidewalks and bike lanes and the opportunity of
transit to access the project area.
CUMULATIVE IMPACTS
The General Plan buildout scenario, which included cumulative development within the City through the
horizon year of 2030, was used to analyze cumulative impacts. The section of Via Princessa between
Golden Valley Road and May Way has been evaluated as a six -lane major highway. Figure 4.10-10, Long
Range Buildout ADT Volumes (000s) — With Project, shows the Long�Range Buildout ADT volumes,
and Figure 4.10-11, Long Range Buildout Peak Hour Volumes — With Project, shows the corresponding
peak hour volumes. Figure 4.10-10 shows that the extension of Via Princessa is anticipated to carry
approximately 27,000 ADT for buildout conditions. Table 4.10-16, Average Daily Traffic V/C and LOS —
Long Range Buildout Conditions, summarizes the v/c and LOS for each roadway within the study area
that is measurably affected by the extension. The summary shows that the proposed project is forecast to
operate at LOS A for Long -Range Buildout conditions based on the roadway's General Plan designation
as a six -lane major highway. In the event that Via Princessa is operated as a four -lane roadway the level
of service would be LOS C. The future segment of Via Princessa west of Golden Valley Road is shown to
exceed the capacity of a six lane major highway due to forecast volumes of 66,000 ADT, as identified in
the General Plan, and is not due to the proposed project. This would result in an unacceptable level of
service and a potentially significant cumulative impact. However, as this is a future roadway, the
deficiency could be eliminated by constructing Via Princessa west of Golden Valley Road with additional
capacity, such as with additional through lanes or augmented capacity.
The peak hour intersection levels of service were calculated for Long�Range Buildout conditions for the
key intersections along Via Princessa (shown on Figure 4.10-4). The ICU values calculated are shown in
Table 4.10-17, ICU and LOS Summary — Long Range Buildout Conditions. As can be seen, each of the
signalized intersections affected by the roadway extension shows acceptable LOS. ICU ratios for the Via
Princessa intersections at Rainbow Glen and at May Way have been calculated based on intersection
lanes that are consistent with a four -lane configuration of Via Princessa, demonstrating that Via Princessa
can remain as a four -lane roadway at those locations while still providing LOS C.
Inpact Sciences, Inc. 4.10-44 ViaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -Vay 2011
FIGURE4.10-10
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112-028-06/11
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -Vay 2011
FIGURE4.10-10
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SOURCE Austin -Foust Associates Inc Via Pnncessa Extension Traffic Analysis -May 2011
FINGURIE4.10-11
NLong Range Buildout Peak Hour Volumes — With Project
112-028-06/11
4.10 Transportation and Circulation
As discussed above under Project Impacts, the intersection delay for Gregory Lane is significant for
vehicles attempting a left -turn from Gregory Lane to eastbound Via Princessa. This delay would be
avoided by substituting a right -turn onto Via Princessa, followed by a U-turn at the traffic signal
recommended to be installed at the Rainbow Glen/Via Princessa intersection. The cumulative delay of the
right -turn movement and the subsequent U-turn movement would be 26.2 seconds (10.8 seconds plus
15.4 seconds), which would be equivalent to a LOS C (based on signal control). As such, the
implementation of Mitigation Measure MM 4.10-3 would require the installation of a traffic signal at the
Rainbow Glen/Via Princessa intersection thus mitigating the potential side street delay impact for
Gregory Lane. Furthermore, another option to the Gregory Lane left -turn movement would be to utilize
Gilbert Drive to access Rainbow Glen Drive to Via Princessa.8
As shown above in Table 4.10-18, with full access, left -turns from the side streets would experience delay
that would result in LOS F conditions (i.e., 476.4 seconds for Isabella Street) on average. Therefore, the
analysis of the two intersections is based on prohibiting left -turns from the side street to eastbound Via
Princessa. In conjunction with the left -turn prohibition, mid -block U-turn pockets would be provided just
west of the intersections to allow access to eastbound Via Princessa. By providing the modified access,
right turns would be delayed by a maximum of 19.6 seconds on average, and the combination of
right turns/U turns would be delayed by a maximum of 28.4 seconds, on average. Thus, the intersections
for Isabella Parkway/Via Princessa and Sheldon Avenue/Via Princessa would result in an acceptable LOS
for both AM and PM Peak Hours.
Modified Side Street Access
Table 4.10-19, Intersection Delay and LOS Summary — Long Range Buildout Modified Access
Scenario, compares side street vehicle delay between scenarios based on full -access and limited access for
Long -Range Buildout conditions. However, each of the intersections west of Rainbow Glen Drive (i.e.,
Sheldon Avenue and Isabella Parkway), as well as the Gregory Lane intersection east of Rainbow Glen
Drive, are shown to experience significant side street delay due to the increase in through traffic on Via
Princessa. Side street delays for those two intersections are shown to range from an average of
47.4 sec/veh (LOS E) to a high of 476.4 sec/veh (LOS F). While the City does not have an established
threshold of significance related to side street delay, LOS E or F levels of delay would generally be
considered a significant impact.
The indicated delay for the Sheldon/Via Princessa and the Isabella/Via Princessa intersections are based
on full access to the side street. As a result, potential cumulative impacts at these intersections are
8 This option would be convenient for residents located in the northerly portion of the neighborhood.
Inpact Sciences, Inc. 4.10-49 ViaPrincessaEast Extension Project Drnf? EIR
0112.028 Ag.t 2012
4.10 Transportation and Circulation
Cumulative Mitigation
Implementation of the modified access scenario presented above would result in less than significant
cumulative impacts.
UNAVOIDABLE SIGNIFICANT IMPACTS
No unavoidable significant transportation and circulation impacts would result with implementation of
the proposed project along all other roadway segments and at project area intersections.
Inpact Sciences, Inc. 4.10-51 VzaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.11 VISUAL RESOURCES
INTRODUCTION
This section describes the existing visual character of the Via Princessa project site and surroundings, and
evaluates the potential changes in the visual character as a result of implementation of the proposed
project. The project site presently is predominantly vacant, and is surrounded by mostly residential uses
to the northeast, vacant land to the north, Golden Valley Road to the west, and Golden Valley High
School to the south.
The proposed project would not significantly alter the visual characteristics of the scenic vistas visible
from various vantage points surrounding the project site. While the proposed project is located between
existing residential and commercial developments and is not removing or replacing prominent visual
features, the image of the roadway, landscaping, and other human activity would be a significant change
from the existing site characteristics, which could be viewed as a substantial adverse visual impact
Drought -tolerant, native, and non-native landscaping would be incorporated throughout the project site.
Project development would also introduce sources of outdoor illumination that do not presently exist.
Outdoor lighting, such as streetlights and traffic signals, are essential safety features in roadway projects,
and such lighting cannot be eliminated if the proposed project is implemented. Despite the recommended
mitigation measures, which would reduce the impacts to a certain extent, the identified significant visual
impacts would still result from the change in the visual character of the site from open space to urban.
There is no feasible mitigation beyond that already identified for the proposed project to reduce the
identified impacts to a level below significant. Consequently, such significant visual impacts would
remain significant and unavoidable.
The proposed project and other development in the City of Santa Clarita would transform the character
of the area by adding urban uses in currently undeveloped areas, including hillside areas. Consequently,
the project's contributions to cumulative visual character and quality and to light and glare impacts are
considered to be significant and unavoidable.
Aesthetics
Aesthetic impact analysis generally involves the study of contrast, or the degree to which elements of the
physical environment differ visually. The environment of a given project site can range in character from
urban center to rural and wildland. Adverse visual project impacts may include the loss of natural
features or open space, the removal of urban features with aesthetic value, or the introduction of
contrasting urban features to existing natural areas or urban settings. Natural features may include open
Impact Sciences, Inc. 4.11-1 VzaPrincessaEast Extension Project Drnf? ETR
0112.028 Ag.t 2012
4.11 Visual Resources
space, native or ornamental vegetation and landscaping, topographic or geologic landforms, and natural
water bodies. Urban features may include buildings or structures of architectural or historical
importance, streetscapes and associated amenities, open space (such as plazas or parks), landscaping, or
other design elements (such as height, setbacks, massing, lighting, and signage). The loss of such features
or the introduction of contrasting features may have a local impact or contribute to a cumulative change
in visual character.
This section characterizes and illustrates the existing visual character of the project site and surrounding
area, and evaluates the project's potential to alter the existing visual character through the introduction of
contrasts in development of a roadway, the removal or introduction of open space and vegetation, and
other changes.
Obstruction of Views
The term "views" generally refers to visual access to, or the visibility of, a particular sight from a given
vantage point or corridor. Focal views are those targeting a particular object, scene, setting, or feature of
visual interest. Panoramic views or vistas, on the other hand, provide visual access to an expansive
geographic area, for which the field of view is often wide and extends into the distance. Examples of focal
views include distinct natural landforms, public art, landmarks, and individual buildings. Examples of
panoramic views might include an urban skyline, valley, mountain range, the ocean, and other bodies of
water.
The City of Santa Clarita recognizes three primary types of viewsheds
• Significant Regional Viewshed—A viewshed where a significant number of prominent visual
features, unique to the Santa Clarita Valley, can be identified.
• Significant Local Viewshed—A viewshed where a significant number of prominent visual features,
unique to the Santa Clarita Valley or the City of Santa Clarita, can be identified, but are secondary in
quantity or nature to a Significant Regional Viewshed.
• Dark Sky Viewshed—A location away from artificial or urban light sources, which preserves the
nighttime view of stars, planets, constellations, and other celestial bodies.
Viewsheds can be adversely affected by the urbanization of natural areas, including prominent slopes or
woodlands. Viewsheds are also sensitive to adverse changes in air quality since smog obscures
long�range visibility. Potentially significant view impacts associated with the proposed project were
evaluated based on visual simulations prepared by Impact Sciences, Inc.
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Nighttime Illumination and Daytime Glare
For purposes of this analysis, "light" refers to light emissions, or the degree of brightness, generated by a
given source. Artificial lighting may be generated from point sources (i.e., focused points of origin
representing unshielded light sources) or from indirectly illuminated sources of reflected light. Light may
be directed downward to illuminate an area or surface, cast upward into the sky and refracted by
atmospheric conditions (skyglow), or cast sideways and outwards onto off-site properties (overspill).
Skyglow and light overspill are considered forms of light pollution.
The effects of nighttime lighting are contextual and depend upon the light source's intensity, its
proximity to light-sensitive land uses (i.e., sensitive receptors such as residential units), and the existing
lighting environment in the vicinity of a project site. The primary sources of nighttime illumination
include street lighting, security and other types of outdoor lighting on commercial and residential
properties, surface -parking illumination, and illuminated commercial signage. Adverse lighting impacts
may occur when project -related lighting is visually prominent and decreases available views, alters the
nature of community or neighborhood character, or illuminates a sensitive land use. Nighttime
illumination of sensitive receptors also may adversely affect certain land use functions, such as those of a
residential or institutional nature, since such uses are typically occupied during evening hours and can be
disturbed by bright lights.
"Glare," or "unwanted source luminance," is defined as focused, intense light directly emanated by a
source or indirectly reflected by a surface from a source. Daytime glare typically is caused by the
reflection of sunlight from highly reflective surfaces at or above eye level. Reflective surfaces generally
are associated with buildings clad with broad expanses of highly polished surfaces or with broad, light-
colored areas of paving. Daytime glare generally is most pronounced during early morning and late
afternoon hours when the sun is at a low angle and the potential exists for intense reflected light to
interfere with vision and driving conditions. Daytime glare also may hinder outdoor activities conducted
in surrounding land uses, such as sports.
Nighttime light impacts associated with the project were evaluated by characterizing the existing
nighttime light levels on the project site and in the surrounding area, and evaluating the potential for
project features to change those conditions. Daytime glare impacts were evaluated by assessing the glare
potential of the project's roadway and parkway materials.
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EXISTING CONDITIONS
Regional Setting
The project site is located in the City of Santa Clarita in Los Angeles County, California. The Santa Clarita
Valley is characterized by flat areas and gently rolling hills that range in elevation from approximately
1,200 to 1,600 feet. The Valley is bounded on the south by the Santa Susana and San Gabriel Mountains
and on the north by the Sierra Pelona Mountains. Whitaker Peak to the north of the project site has an
elevation of 4,148 feet, Oat Mountain to the south is 3,747 feet high, and Mt. Gleason to the east has an
elevation of 6,502 feet. The Santa Clara River crosses the Valley floor from east to west. Other prominent
topographic features of the Valley include the various canyons descending from the foothills; one such
canyon, Placenta Canyon, is located south of the project site.
Local Setting
The proposed roadway would be approximately 1.2 miles in length and the project site encompasses
16 parcels in the City of Santa Clarita approximately 2 miles north of State Route 14 (SR -14). The project
site consists of portions of Via Princessa between Golden Valley Road in the west and Sheldon Avenue in
the east. As depicted in Figure 3.0-2, Project Site, the project site is currently undeveloped rural land
consisting of hilly terrain with extensive native vegetation (including a minimum of 12 oak trees as
described in Section 4.2 Biological Resources). Currently, there are two City of Los Angeles Department
of Water and Power right-of-way crossing on the site, an aqueduct on the west side of the property, and
an overhead power line corridor along the eastern side of the property. The Santa Clara River is located
approximately 1 mile to the northeast.
Land uses surrounding the proposed project site include:
• Golden Valley High School, south of the project site
• Single-family residential development north of the existing portion of Via Princessa, northeast of the
project site
• Vacant land located north of the project site
• Storage and testing facilities for National Technical Systems, Inc., and Golden Valley Road to the west
of the project site
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Existing Views
Scenic vistas are available along the Valley's major highways, particularly SR -14, Interstate 5 (1-5), and
State Route 126 (SR -126). These highways provide mobile views of a wide variety of landforms,
undisturbed mountains, ridgelines and national forests (Angeles National Forest and Los Padres National
Forest), and extensive, uninterrupted views of wide expanses of land, in addition to views of the
developed Valley areas. Vistas from these highways are often the only aesthetic experience for visitors or
passersby of the Valley. Both 1-5 and SR -14, which run through the pass between the Los Angeles Basin
and the Valley, also serve as natural gateways to the Valley, providing the first views of the Valley, its
topography, and vegetation. Due to intervening topography, the project site is not visible from either the
1-5 or SR -14 which passes to the south of the project site.
In addition to the major highways, scenic views and vistas can be found along roads through various
canyons, including Soleclad Canyon Road, Bouquet Canyon Road, Sand Canyon Road, Placenta Canyon
Road, Sierra Highway, and Golden Valley Road. Many of these scenic drives traverse oak- and
sycamore -studded canyons along winding intermittent streambeds. The project site is visible from the
segment of Soleclad Canyon Road that passes to the north of the project site. Due to distance and
intervening topography, the project site is not visible from any canyon roads, except for the developed
portion of Golden Valley Road that is adjacent and to the west.
Scenic, panoramic vistas of the Valley floor are also available from the various mountains surrounding
the Valley, including the Santa Susana, San Gabriel, and Sierra Pelona Mountains. Like most of the area,
the project site is likely visible within one or more of the long�range vistas offered from these mountains.
However, due to the distance from these vista points and intervening topography throughout the Valley
floor, the project site does not represent a distinctive or otherwise appreciable component of any such
field of view.
Although the project site is visible from many locations, the most significant views occur in close
proximity to the site. The nearest identified Ridgeline is located south of the project site. Six viewing
locations, which are identified in Figure 4.11-1, Viewpoint Locations, were selected to represent views of
the project site from areas with a sizable existing or future viewing audience, such as residents of adjacent
neighborhoods and users of recreational trails. These existing views are characterized below.
Viewpoint 1
Viewpoint 1, illustrated on Figure 4.11-2, is on the intersection of Via Princessa and Sheldon Avenue in
the Rainbow Glen residential community, adjacent to the project site. The view shown is oriented to the
southwest, and represents views available to several residences in the Rainbow Glen residential
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community and from the future Class I bike route.1 The foreground view consists of Via Princessa, which
directs traffic northbound onto Sheldon Avenue. The middleground view consists of Via Princessa,
vegetation, and a masonry wall which separates single-family residences from the roadway. The
background view consists of a previously graded hillside, the terminus of Via Princessa, and power lines.
Viewpoint 2
Viewpoint 2, illustrated on Figure 4.11-3, is on the intersection of Via Princessa and Rainbow Glen Drive
in the Rainbow Glen residential community, east of the project site and Viewpoint 1. The view shown is
oriented to the southwest, and represents views available to several residences in the Rainbow Glen
community. The foreground view consists of Via Princessa, Rainbow Glen Drive, sidewalks, and
streetscape vegetation. The middleground view consists of a residence, Via Princessa, streetlights,
streetscape vegetation, and sidewalks. The background view consists of a hillside, Via Princessa, and
streetscape vegetation.
Viewpoint 3
Viewpoint 3, illustrated on Figure 4.11-4, is adjacent to the private cul-de-sac of Piazz ch Sapro on Sierra
Highway and represents views available from pedestrians walking along Sierra Highway, residents of
the Valle Di Oro townhomes and from the future Class III bike route. The foreground view consists of
Piazz ch Sapro, curbs, and ornamental vegetation. The middleground view includes townhomes,
ornamental vegetation, a water tank and open space. The background view includes several multi -family
residences adjacent to the east of Golden Valley High School south of the project site and, in the distance,
undeveloped hills and mountains. The project is not visible from this location.
Viewpoint 4
Viewpoint 4, illustrated on Figure 4.11-5, is west of Golden Valley Road, at the western terminus of the
project site. The view shown is oriented to the east, and represents views of pedestrians and the mobile
public viewing audiences traveling along the Class I bike route and Golden Valley Road, respectively.
Vacant land scattered with vegetation and Golden Valley Road occupy the foreground view. The
middleground view consists of power lines and a transmission towers, several hills and the expanse of
undeveloped land on the project site. The background view includes a view of the Sierra Pelona
Mountains in the distance.
City of Santa Clarita, Parks, Recreation, and Community Services Department, Trails and Parks Map, posted
July 2010.
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Viewpoint 5
Viewpoint 5, illustrated on Figure 4.11-6, is on the intersection of Golden Valley Road and Centre Point
Parkway. This view represents the views from the existing Class 11 bike route, pedestrians and mobile
viewing audiences north of, and lower in elevation then, the project site. The view is oriented slightly to
the southeast. The foreground view consists of Golden Valley Road, Centre Point Parkway, and the
signalized intersection. The middleground view includes portions of the City of Santa Clarita Aquatics
Center, transmission towers power lines, trees, commercial building, and sparse vacant land. The
background view consists of open space and a ridgeline.
Viewpoint 6
Viewpoint 6, illustrated on Figure 4.11-7, is located south of Newhall Ranch Road, east of the River
Village residential development. The view represents the view from pedestrians and the existing Class I
bike route, the future Multi -Purpose Use trail2 and the future mobile audiences traveling along Newhall
Ranch Road. The view shown is oriented to the southeast. The foreground view includes a vegetated
embankment and the Los Angeles Aqueduct. The middleground view includes the Santa Clara River and
adjacent undeveloped land. The background view includes commercial buildings in the Centre Pointe
Business Park, hills that have been partially developed, the project site, and the San Gabriel Mountains.
Existing Light and Glare
As is typical in urbanized environments with nighttime activity, the developed portion of the Santa
Clarita Valley, such as the SR -14 corridor, is generally brightly illuminated at night, with the greatest
concentration of light sources (e.g., commercial land uses and street lighting) found along major
roadways and at intersections. Nighttime light levels are lower in the hillsides, which are generally less
densely developed and contain fewer roadways.
The project site currently contains no source of daytime or nighttime light, except the single-family
residential homes located on the intersection of Via Princessa and Sheldon Avenue. However, a variety of
urban and rural land uses that generate light occur in the vicinity of the project site. Additionally, the
project site and the vicinity do not contain any highly reflective or light-colored surfaces that generate
substantial glare.
2 City of Santa Clarita, Parks, Recreation, and Community Services Department, Trails and Parks Map, posted
July 2010.
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REGULATORY SETTING
City of Santa Clarita
General Plan
The Conservation and Open Space Element of the General Plan, establishes a framework for the
designation and long-term preservation of open space with the planning area, and addresses the wide
range of community benefits derived from open space, In addition to providing for park and recreational
facilities, open spaces provide the benefits of wildlife habitat preservation, scenic views, water recharge
and watershed protection, protection of cultural and historical resources, moderation of microclimates,
and enhanced property values. In addition, preservation of scenic and accessible open spaces around the
urbanized portions of the Valley, and between neighborhoods and districts, contributes to community
character and the distinctive sense of place enjoyed by Santa Clarita Valley residents.
Hillside Development Ordinance
The provisions of the City's Hillside Development Ordinance (Chapter 17.80 of the Municipal Code) are
intended to regulate the development and alteration of hillside areas, to minimize the adverse effects of
hillside development and to provide for the safety and welfare of the citizens of the City of Santa Clarita
while allowing for the reasonable development of hillside areas through the following methods:
Provide hillside development standards to maximize the positive impacts of site design, grading,
landscape architecture and building architecture, and provide development consistent with the goals
and policies of the City of Santa Clarita's General Plan.
Maintain the essential natural characteristics of the area such as major landforms, vegetation and
wildlife communities, hydrologic features, scenic qualities and open space that contribute to a sense
of place.
Retain the integrity of predominant of f -site and on-site views in hillside areas in order to maintain the
identity, image, and environmental quality of the City.
The provisions of the Hillside Development Ordinance apply to parcels of land with average slopes of
10 percent or more. The provisions apply to all projects requiring grading permits, building permits,
parcel maps, tentative tract maps, conditional use permits, and plans for development review. Such
projects may be subject to specific development standards related to grading design, density, setbacks,
building height, architectural treatments, landscaping, and retaining walls. The proposed project
traverses areas with average slopes of 10 percent or more and, as a result, subject to the Hillside
Development Ordinance.
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Open Space and Acilitisition Plan
The City of Santa Clarita's Open Space Acquisition Plan (OSAP) was adopted in 2002 to create a
systematic and objective mechanism for evaluating and acquiring open space. This plan was intended to
assist in the creation of a "greenbelt" surrounding the City of Santa Clarita to improve and expand
wildlife habitat and corridors, and to provide a framework for the City to evaluate, acquire, and maintain
the most beneficial parcels within and surrounding the City for preservation as open space. The OSAP
also identified a goal of acquiring open space to augment the Rim of the Valley open space and trail
system. Since its incorporation in 1987, the City of Santa Clarita has acquired more than 3,000 acres of
land for the purpose of preservation of natural habitat and open space. The City Council has focused on
preserving a greenbelt of open space around the City's incorporated boundaries, and about 50 percent of
that greenbelt was completed as of 2007.3
Beaittification Master Plan
In 2001, the City adopted the Santa Clarita Beautification Master Plan, which contains Citywide design
guidelines as well as specific guidelines tailored to maintain community character within Canyon
Country, Newhall, Saugus, and Valencia. According to the document, "the Beautification Master Plan
addresses concepts for streetscape design, landscape enhancement, gateways, and monumentation and
signage, on both a regional and a community scale. The Master Plan strives to maintain the identity of
individual communities while unifying the entire City through design."
In its Beautification Plan, the City has identified a goal of providing landscaped medians within major
arterial roadways in order to provide aesthetic appeal, control vehicle circulation, calm traffic, and
provide area for directional and traffic signs. Specifically, the following arterials are identified for
landscape median enhancement:
• Via Princessa
• Santa Clarita Parkway
• Soleclad Canyon Road
• Railroad Avenue
• Newhall Ranch Road
• Lyons Avenue
3 City of Santa Clarita, "City of Santa Clarita Open Space FAQs," http://�.smtaclaritaopenspace.com/faq.asp.
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0 Sierra Highway
Standardized, drought -tolerant plant palettes along with decorative concrete are desired in the medians,
which will help to enhance and unify the community.
Another area in which the City and County can coordinate beautification efforts is the provision of
unified signs, especially for regional trails, trailheads, open space, and preserve areas. In addition,
consistent street furniture such as bus shelters, benches, and trashcans can be used to unify streetscapes
throughout the Valley.4
PROJECT IMPACTS
Significance Threshold Criteria
The following thresholds for determining the significance of impacts related to visual resources are
contained in the City of Santa Clarita Environmental Guidelines and the environmental checklist form
contained in Appendix G of the State CEQA Guidelines. Impacts related to visual resources are considered
significant if the proposed project would:
0 have a substantial adverse effect on a scenic vista;
• substantially damage scenic resources, including, but not limited to, identified ridgelines, trees, rock
outcroppings, and historic buildings within a state scenic highway;
• substantially degrade the existing visual character or quality of the site and its surroundings;
• create a new source of substantial light or glare that would adversely affect day or nighttime views in
the area; or,
0 result in changes to the topography of any identified Ridgeline.5
No identified ridgelines are located on the project site.6 The project site does contain five small hills and
elevations across the project site range from approximately 1,390 feet to 1,830 feet above mean sea level,
an elevation differential of 440 feet. Since there will be no identified Ridgelines affected by grading of the
proposed project, no further discussion is required.
4 Draft Land Use Element (July 2008).
5 Subsequent to the adoption of Resolution 05-38, the City modified its hillside guidelines to consider any change
to primary ridgelines as significant.
6 City of Santa Clarita, "Significant Ridgelines Map," 2006, City of Santa Clarita, Draft General Plan Conservation
and Open Space Element (October 2008), Exhibit CO -1. "Hillsides and Ridgelines."
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Impact Analysis
Impact Threshold 4.11-1 Would the project have a substantial adverse effect on a scenic vista?
The proposed project would be visible from many locations, including Newhall Ranch Road, Golden
Valley Road, commercial uses, and adjacent residential uses. While the proposed project would likely be
visible within several distant scenic vistas offered from the mountains, the project itself would not
represent a distinct or otherwise appreciable component of any such field of view, given the extent of
surrounding development and intervening topography on the Valley floor. However, short-range views
of the project site would be affected. In order to evaluate the impact to existing views, visual simulations
of the project were prepared from the six viewpoints previously described under Existing Conditions.
Graded hillsides are shown as hydroseed, colored green, within each figure.
Viewpoint 1 (Looking westfrom the corner of Via Princessa and Sheldon Avenue)
As shown in Figure 4.11-2 views from Viewpoint 1, which is within the Rainbow Glen community east of
the project site, would be substantially altered. Foreground views of Via Princessa and Sheldon Avenue
would remain. Middleground views would be substantially altered, as the proposed project would grade
the existing graded hillside, further to the south. The roadway would be expanded to include six lanes, a
pathway, and landscaped median with the proposed project improvements. Background views of the
mountains would remain. The removal of a portion of the hillside within the project site constitutes a
physical, adverse change in this viewpoint.
Viewpoint2 (Looking westfrom the corner of Via Princessa and Rainbow Glen Drive)
As shown in Figure 4.11-3, views from Viewpoint 2 would not be substantially altered. The foreground
and middleground views would be retained with the addition of streetscape landscape and lighting
along the southern side of Via Princessa. Background views would be changed to include the widening of
the southern side of Via Princessa, the extension of the southern sidewalk further to the west, and a
landscaped median. The background views of the hillside would be unaltered.
Viewpoint 3 (Looking northfrom Sierra Highway and Piazz di Sapro)
As shown in Figure 4.11-4, the project site is not visible from this location. All views looking towards the
project site would remain unaltered with implementation of the proposed project.
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Viewpoint 4 (Looking eastfrom Golden Valley Road and Via Princessa extension)
As shown in Figure 4.11-5, views from Viewpoint 4 would be substantially altered. Foreground views
would include intersection improvements such as signalized lights and crosswalks. Middleground views
would illustrate the ultimate buildout of the six -lane roadway with a landscaped median, sidewalk,
bikeway, and streetscape landscaping along both sides of Via Princessa. Changes in the middleground
view would include the grading and elimination of a hillside. Middleground views of the transmission
power lines would remain. Background views of the Sierra Pelona Mountains would remain. The
removal of the local hillside would constitute a physical, adverse change in this viewpoint.
Viewpoint5 (Looking southfirom Golden ValleyRoad and Centre Pointe Parkway)
Viewpoint 5, as shown on Figure 4.11-6, would be slightly altered. Foreground and middleground views
would remain unchanged. Background views would be altered. Hillsides would be landform graded for
the alignment of the proposed project. The graded areas are shown as hydroseed (green on the figure).
Views of landscaping along the proposed project would be barely visible.
Viewpoint 6 (Looking southftom Newhall Ranch R oad and Pipeline overpass)
As shown in Figure 4.11-7, portions of the graded hillsides within the project site are barely perceptible
from this viewpoint. The hillsides would contain native vegetation at buildout. The landform -graded
hillsides are shown as hydroseed along the alignment of the extension of Via Princessa. The Via Princessa
roadway, landscaping, and lighting will also be visible. The San Gabriel Mountains in the background
would remain unchanged. Middleground views of Centre Pointe Business Park would remain
unchanged and views of the Santa Clara River and Los Angeles Aqueduct would remain unchanged.
Summary
The proposed project would contain six travel lanes and is designated in the City's Circulation Element of
the General Plan as a Major Arterial Highway. The proposed project would not obstruct long-range
public views of scenic resources within, and surrounding the Santa Clarita Valley. Those resources would
include the San Gabriel Mountains to the south of the site, Sierra Pelona Mountains, the Santa Clara
River, and the Los Angeles Aqueduct to the north. As described above, no primary Ridgelines would be
altered as a result of the proposed project.
As shown in the above simulations, the alignment of the proposed project would result in landform
grading of the existing hillsides which would result in altered short-range views. In particular,
Viewpoints 1 and 4 would substantially alter the existing contours of the hillsides along the proposed
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alignment west of Sheldon Avenue. The proposed extension would be designed in a fashion consistent
with applicable development codes and developed consistent with landform contour grading to the
extent feasible. The alteration of the hillsides would be considered an adverse physical change to views of
the project site west of Sheldon Avenue and east of Golden Valley Road.
Mitigation Measures
The alteration of the local hillsides would be minimized by the use of landform grading. Natural
topographic features will be preserved to the extent feasible to blend manufactured slopes with
natural topography.
Residual Impacts
Long-range scenic vistas would be unaffected with implementation of the proposed project and would
result in less than significant impacts. Short-range views would be altered, adversely impacting the local
hillsides. Therefore, the proposed project would result in significant viewshed impacts.
Impact Threshold 4.11-2 Would the project substantially damage scenic resources, including, but
not limited to, identified ridgelines, trees, rock outcroppings, and historic
buildings within a state scenic highway?
There are no designated state scenic highways in the Santa Clarita Valley. SR -126 is designated as an
eligible state scenic highway, but has not officially received scenic highway status. Furthermore, Los
Angeles County designates SR -126 as a "First Priority Scenic Route" that is proposed for further study,
but has no regulatory restrictions placed on it; however, the project site is not visible from SR -126. The
project site is not visible from SR -14, which is not a designated scenic highway. Impacts to views from
other roadways are discussed under Impact Threshold 4.11-1, above. Impacts to scenic resources on the
project site are discussed in Impact Threshold 4.11-3, below. Since the proposed project would not
damage any scenic resources within a designated scenic highway, no impacts would result.
Mitigation Measures
No mitigation measures are necessary.
Residual Impacts
There would be no impacts to scenic resources within a state scenic highway.
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Impact Threshold 4.11-3 Would the project substantially degrade the existing visual character or
quality of the site and its surroundings?
Construction
During the construction of the proposed project, the proposed alignment would be cleared and landform
graded west of Sheldon Avenue to Golden Valley Road. The proposed project would balance
approximately 551,590 cubic yards (cy) of cut and 210,530 cy of fill on site. The southern side of Via
Princessa (eastbound) would be widened from Sheldon Avenue east of Isabella Parkway to include the
proposed three travel lanes the proposed Class I bike path. Via Princessa would then be paved and
landscaped. Such construction activity would change the existing visual character of the project site and
its surroundings. However, construction activity would be temporary, and the permanent visual
character of the project site would not be realized until completion of construction. For this reason,
impacts during construction would be temporary and less than significant.
Operation
The existing project area contains residential uses adjacent and to the northeast, a significant Ridgeline to
the south, Golden Valley High School to the south, and commercial uses to the northwest of the project
site. The area along Via Princessa between Rainbow Glen Drive and Sheldon Avenue is a four -lane
roadway with streetscape landscaping and residential uses along the northern portion of the roadway.
The project site west of Sheldon Avenue is currently vacant open space. Maintenance access roads for the
transmission towers and aqueduct occur throughout this area. As described in Section 4.2, Biological
Resources, a minimum of 12 protected oak trees are located on the lower portions of north facing slopes
and within drainages in the central -western portion of the project site.
The proposed project would introduce a paved roadway and landscaped surfaces and would connect Via
Princessa at Sheldon Avenue west to Golden Valley Road. The right-of-way of the extension would be
116 feet consisting of a 14 -foot raised landscaped median, a 10 -foot parkway including 5 -foot sidewalk on
each side, and a 10 -foot bike path with a 2 -foot parkway along the south side and 35 feet of paved travel
lanes. The remaining right-of-way would be vegetated with native vegetation types. Improvements along
the south side of Via Princessa from Rainbow Glen Drive to Sheldon Avenue would include widening of
the south side of the roadway, a 10 -foot bike path with a 2 -foot parkway along the south side and
streetscape landscaping.
Buildout of the proposed project would change the visual character of the approximately 92.8 -acre site,
which currently is predominantly vacant. The project site is surrounded by existing development,
including the Rainbow Glen residential community to the east, Golden Valley High School to the south,
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and Golden Valley Road to the west. The proposed extension is designated in the City's Circulation
Element of the General Plan as a Major Arterial Highway providing alternate east/west travel through the
City. The project would be consistent with the surrounding area. Future travelers along the Via Princessa
extension would be able to view the Sierra Pelona Mountains to the north as they are not currently
available.
Development of the proposed project would result in the loss of open area. The open area contains
habitat for various biological species including, but not limited to, California annual grasslands,
California sagebrush scrub, chemise chaparral, and riparian areas all of which contribute to the existing
views of the project site. As described in Section 4.2, Biological Resources, the habitat is suitable for
various special status plant and wildlife species. Special status plant species would include Peirson's
morning glory, Moran's nosegay and protected oak trees. Special status wildlife species would include
Vernal pool fairy shrimp, Rosy boa, and Coast horned lizard.
Oak trees contribute to the visual qualities of travelers along roadways. (It should be noted that none of
the oak trees were visible in the viewpoints chosen for visual simulations.) Any replacement oak trees, as
a result of the project, would be planted in the number necessary to comply with the requirements
stipulated in the Oak Tree Permit issued by the City. Compliance with the permit conditions and
implementation of Mitigation Measure MM 4.2-10 (oaks not removed shall be enclosed during
construction) would reduce impacts to oak trees to below a level of significance. Therefore, visual impacts
pertaining to oak trees would be mitigated to less than significant impacts.
In areas where riparian habitat must be disturbed, the project would require such areas to be mitigated
through restoration and enhancement activities (MM 4.2-1 through MM 4.2-6). The character and
vegetation composition of the restored/enhanced vegetation communities is intended to be consistent
with the character and vegetation composition of the existing riparian scrub. Therefore, visual impacts
pertaining to riparian habitat would be mitigated to less than significant impacts.
The project site's primary scenic resource, the southern ridgeline, would be retained and enhanced with
native vegetation. The proposed extension would be designed in a fashion consistent with applicable
development codes and developed consistent with landform contour grading to the extent feasible.
Additionally, natural topographic features will be preserved to the extent feasible to blend manufactured
slopes with natural topography.
Additionally, the proposed landscaping and improvements to the surrounding hillside would enhance,
as opposed to degrade, the existing visual quality of the project site. However, the proposed project
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would still grade the on-site hillsides, thus creating adverse visual impacts from Golden Valley Road and
Via Princessa. For these reasons, the proposed project's visual impacts are considered to be significant.
Mitigation Measures
The roadway could be redesigned and/or reduced in footprint to avoid some of the visual impacts;
however, a reduced or redesigned footprint is not feasible as it would not meet project objectives as
outlined in Section 3.0, Project Description. Therefore, no mitigation measures are feasible.
Residual Impacts
Landform grading and revegetation would limit visual impacts to the project site. However, it would not
lessen the adverse impacts identified above on views from Viewpoints 1 and 4. As a result, impacts
would be significant and unavoidable.
Impact Threshold 4.11-4 Would the project create a new source of substantial light or glare that
would adversely affect day or nighttime views in the area?
Construction
During construction of the proposed project, nighttime lighting would be maintained on the project site
for security purposes. Such lighting on or near the site boundary could generate light spillover onto
adjacent residential properties, which are considered light sensitive. The Rainbow Glen Community to
the east of Sheldon Avenue is the nearest light-sensitive uses to the project site. Therefore, the residences
near or along Via Princessa east of Sheldon Avenue are susceptible to light spillover from the project site
during construction. Implementation of Mitigation Measures MM 4.11-1 and MM 4.11-2 would limit the
use of construction security lighting to those planning areas requiring illumination, and require all
security lights to be properly shielded and projected downwards. Furthermore, construction lighting
would be temporary and removed upon completion of construction activities.
Construction activities are not anticipated to create sources of glare that could affect visibility in the area
since construction is not expected to involve bright light sources that would be visible from off site or
other materials that could directly or indirectly generate glare.
Accordingly, with implementation of mitigation, impacts due to light and glare generation during
construction is considered less than significant.
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4.11 Visual Resources
Operation
The construction of the Via Princessa extension would generate additional paved surfaces. Vehicles
traveling along the proposed roadway would temporarily generate light and glare. Light and glare
impacts of the proposed project are expected to be similar to other road projects. Roadway and sign
lighting for night visibility are necessary features in design of the proposed project. The development of a
road through the western portion of the project site would increase the number of light and glare sources
on the site over current levels, which are currently low to nonexistent.
The presence of intervening landscaping would inhibit new sources of potential daytime glare from
affecting on-site uses or activities. Furthermore, the creation of nighttime glare would be minimized with
implementation of Mitigation Measure MM 4.11-3. Therefore, project -related glare impacts would be
less than significant.
The City Municipal Code provides guidance and regulation for street lighting and illuminated signs as to
size, extent, and direction of lighting. Type and placement of directional signs for the travelers should be
sensitive to the direction of natural light and the sun's glare particularly at critical hours in order to
provide readable information. Light-sensitive receptors near the project would include the residences
located adjacent to the northeast corner of the project site. Street lighting occurs along Via Princessa from
Rainbow Glen Drive west to Sheldon Avenue. Street lighting would follow the City's standards.
Proposed lighting would be used to create a safe, adequately illuminated nighttime environment on the
project site by illuminating the street and trail. Lighting along Via Princessa is expected to generate the
highest light levels on the project site. As described in Section 4.2, implementation of Mitigation
Measure MM 4.2-18, in conjunction with Mitigation Measures MM 4.11-1 through MM 4.11-3 and the
City's Municipal Code for street lighting (Section 16.21.130), would reduce potential nighttime lighting
impacts to less than significant.
Mitigation Measures
MM 4.11-1 The City, or designee, shall require that the use of nighttime lighting during project
construction be limited to only those features on the construction site requiring
illumination.
MM 4.11-2 The City, or designee, shall require that all security lights be properly shielded and
projected downwards during construction, such that light is directed only onto the work
site.
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4.11 Visual Resources
MM 4.11-3 The City, or designee, shall require that all lighting along the project site boundary
consist of low -intensity clownlights, or be equipped with louvers, shields, hoods, or other
screening devices, in accordance with the City's Municipal Code.
Residual Impacts
Impacts would be less than significant with mitigation.
CUMULATIVE IMPACTS
Many of the aesthetic impacts created by individual development projects have been avoided or
minimized due to the project's site design, avoidance of significant visual features, and appropriate
building, lighting, and landscape standards.
The proposed project is located in an area largely surrounded by existing and planned development in
the City of Santa Clarita. The proposed project is an implementation of the City of Santa Clarita OVOV
General Plan policies and circulation plan. The circulation system represents the cumulative projects that,
when combined with the effects of the proposed project, would cumulatively impact visual resources.
Major impacts would include the change of character to a suburban landscape from undeveloped open
space; disturbance to ridgelines and landforms by the grading necessary for the planned communities,
businesses, and public facilities; and the introduction of lighting and glare into natural areas changing
their character. The encroachment of development into hillside areas and the placement of high-density
development in close proximity to visually prominent areas would contribute to the change in the
character of the Valley.
Similarly, development in close proximity to roadways that currently provide views for motorists of
undeveloped land and hillsides could interrupt the natural, sweeping views provided, particularly if
such development is high-density or involves tall structures that obscure long�range views. Development
throughout the Valley would continue to introduce additional sources of nighttime light leading to
increases in skyglow and light overspill. Therefore, continued development in the Valley would result in
significant cumulative impacts. Furthermore, the project would not obstruct views of the San Gabriel
Mountains, Sierra Pelona Mountains, and the Angeles National Forest from Sierra Highway, Golden
Valley Road and Newhall Ranch Road, which roadways offer the most prominent views of those
features. Nevertheless, due to the overall change in visual character associated with the proposed project
together with the related existing and proposed development in the vicinity of the project site, the
project's contributions to cumulative visual character and quality and to light and glare impacts are
considered to be significant and unavoidable.
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CUMULATIVE MITIGATION MEASURES
No mitigation measures are feasible because the cumulative projects are reviewed on a case-by-case basis
for visual resources impacts.
UNAVOIDABLE SIGNIFICANT IMPACTS
Project development would significantly alter the visual characteristics of the project site through the
introduction of a roadway on land that is primarily undeveloped. These impacts are considered
significant and unavoidable.
Cumulative development would significantly alter the overall change in visual character in the vicinity of
the project site and within the Santa Clarita Valley. These cumulative impacts are considered to be
significant and unavoidable.
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4.1 AIR QUALITY
SUMMARY
This air quality assessment for the proposed Via Princessa East Extension project ("project" or "proposed
project"), located in the City of Santa Clarita, California, was prepared in accordance with the South
Coast Air Quality Management District's (SCAQMD) California Environmental Quality Act (CEQA) Air
Quality Handbookl and other guidance provided by the SCAQMD. The proposed project consists of the
extension of the Via Princessa roadway to make it one of the primary east -west arterials through the City
of Santa Clarita. The project is about 1.2 miles in length and will be a six -lane facility with sidewalks on
each side of the roadway and would include a two-lane bike path along the south side of the project.
The impacts associated with construction of the proposed project were compared to the thresholds of
significance established by the SCAQMD. Thresholds of significance are used to assess the impacts from
projected mass daily emissions of volatile organic compounds (VOCs), oxides of nitrogen (NOx), carbon
monoxide (CO), sulfur dioxide (SOA, respirable particulate matter less than 10 microns in diameter
(PM10), and fine particulate matter less than 2.5 microns in diameter (PM2.5) during project construction.
The proposed project would not result in direct operational emissions other than periodic maintenance of
the roadway; therefore, operational emissions would be qualitatively analyzed. In addition, the
SCAQMD has promulgated localized significance thresholds (LSTs) in the SCAQMD Final Localized
Significance Threshold Methoclology2 (LST Methodology) that identify local ambient air impacts during
project construction for nitrogen dioxide (NO2), CO, PM10, and PM2.5. In addition, the SCAQMD
requires an evaluation of the project's impact on local CO concentrations near impacted intersections and
roadways as well as an evaluation of impacts from odors and toxic air contaminants at sensitive
receptors.
Based on the results of the air quality assessment, construction and operational emissions of the proposed
project would not exceed the SCAQMD thresholds of significance. The proposed project's emissions
during project construction would temporarily exceed the localized ambient concentration thresholds for
PM10 and PM2.5 at nearby sensitive receptors. The proposed project would not lead to the formation of
CO hotspots due to project -related vehicular traffic. Furthermore, the proposed project would not result
in an odor nuisance and would not emit substantial toxic air contaminants that would exceed health -
based standards. Mitigation measures described later in this section would reduce the construction
1 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993.
2 South Coast Air Quality Management District, Final Localized Significance Threshold Methodology, 2008.
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emissions of the proposed project, but localized construction emissions would be significant and
unavoidable.
INTRODUCTION
This section describes the ambient air quality of the local and regional area and provides a comparison of
existing air quality to applicable federal, state, and local air pollutant standards. In addition, sources of air
emissions near the proposed project site are identified and discussed. This section also identifies the plans
and policies developed in efforts to improve air quality. Finally, this section evaluates potential air
quality impacts associated with the project and identifies mitigation measures to reduce potential
impacts. Sources utilized in this discussion include the SCAQMD CEQA Air Quality Handbook (CEQA
Handbook), Air Quality Analysis Guidance Handbook (Guidance Handbook), and air quality data from the
SCAQMD, the California Air Resources Board (CARB), and the United States Environmental Protection
Agency (US EPA).
Emission calculations were obtained from the Roadway Construction Emissions Model, Version 6.3.2,
which was developed by the Sacramento Metropolitan Air Quality Management District (SMAQMD).3
The Roadway Construction Emissions Model is used to assess the emissions from linear construction
projects, such as roadways. The model incorporated factors from California Air Resource Board's
(CARB's) EMFAC2007 on -road vehicle emissions model and CARB's OFFROAD2007 off-road vehicle
emissions model. Both EMFAC2007 and OFFROAD2007 contain the most up-to-date emission factors for
on -road and off-road vehicles. The Roadway Construction Emissions Model is approved for use by the
SCAQMD for estimating air pollutant emissions for environmental analyses pursuant to CEQA.4 The
URBEMIS2007 Environmental Management Software was also used to estimate fugitive dust emissions
from grading/excavation activities as well as operational of maintenance trucks and street sweepers.
Emission calculations and air quality modeling conducted for the project are provided in Appendix 4.1.
3 Sacramento Metropolitan Air Quality Management District, Roadway Constmction Emissions Model Version 6.3.2,
2009. The model may be downloaded from the following website: http://�.airquality.org/ceqa/index.shtml.
4 Spoken communication with Daniel Garcia, air quality specialist at SCAQMD. The Sacramento Metropolitan Air
Quality Management's Roadway Construction Emissions Model can be used as long as emission factors are
current and accurate.
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REGULATORY SETTING
Federal
The US EPA is responsible for enforcing the federal Clean Air Act (CAA), adopted in 1970 with major
amendments occurring in 1977 and 1990,5 and the National Ambient Air Quality Standards (NAAQS).
The US EPA regulates emission sources that are under the exclusive authority of the federal government,
such as aircraft, ships, and certain locomotives. The US EPA also maintains jurisdiction over emissions
sources outside state waters (outer continental shelf), and establishes various emissions standards for
vehicles sold in states other than California. The NAAQS identify acceptable air quality levels for seven
criteria pollutants: ozone (03), nitrogen dioxide (NO2), CO, S02, respirable particulate matter (PM10), fine
particulate matter (PM2.5), and lead. The NAAQS are considered to be the maximum concentrations of
ambient (background) air pollutants determined to be safe to protect the public health and welfare with
an adequate margin of safety.
As part of its enforcement responsibilities, the US EPA requires each state with areas that do not meet the
federal standards to prepare and submit a State Implementation Plan (SIP) that demonstrates the means
to attain the federal standards. The SIP must integrate federal, state, and local planning components and
regulations to identify specific measures to reduce pollution within the time frame identified in the SIP,
using a combination of performance standards and market-based programs. The SCAQMD 2007 Air
Quality Management Plan is the regulatory mechanism for bringing the South Coast Air Basin (SoCAB)
into conformity with the NAAQS.
The 1990 Clean Air Act Amendments6 were enacted to better protect the public's health and create more
efficient methods for lowering pollutant emissions. The major areas of improvement addressed in the
amendments involved air basin designations with respect to the NAAQS, automobile/heavy-duty engine
emissions, and hazardous air pollutants. The US EPA designates air basins as being in attainment or
nonattainment for each of the seven criteria pollutants. Nonattainment air basins for ozone are further
ranked (marginal, moderate, serious, severe, or extreme) according to the degree of nonattainment. CARB
is required to describe in its SIP how the state will achieve the federal standards by specified dates for
each air basin that has failed to attain a NAAQS for any criteria pollutant. The status of the Los Angeles
County portion of the SoCAB with respect to attainment of the NAAQS is summarized in Table 4.1-1,
National Ambient Air Quality Standard Designations — South Coast Air Basin (Los Angeles County)
below.
5 42 U.S.C. Sections 7401 et seq.
6 42 U.S.C. Sections 7401 et seq.
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4.1 Air Quality
project (the build scenario) to the air quality concentrations without the project (the No -Build scenario).
A builckno-build analysis is necessary for each analysis year(s) chosen. It is always necessary to complete
emissions and air quality modeling on the build scenario and compare these results to the relevant
particulate matter NAAQS.
Interim Guidance on Air Toxic Analysis in NEPA Documents
With the passage of the Clean Air Act Amendments of 1990, whereby Congress mandated that the
USEPA regulate 188 air toxics — also known as hazardous pollutants, controlling air toxic emissions
became a national priority. The US Department of Transportation Federal Highway Administration
(FHWA) adopted the Interim Guidance on Air Toxic Analysis in NEPA Documents to establish methodology
on how to analyze mobile source air toxics (MSAT) in the National Environmental Policy Act (NEPA)
process for highways. The FHWA developed a tiered approach for analyzing MSAT in NEPA documents,
depending on specific project circumstances. Under this tiered approach, projects with no potential for
meaningful MSAT effects would not need to undergo qualitative or quantitative analysis, projects with
low potential MSAT effects would need to undergo a qualitative analysis, and projects with higher
potential MSAT effects would need to undergo qualitative analysis and identify alternatives.
State
CARB oversees air quality planning and control throughout California. It is primarily responsible for
ensuring the implementation of the California Clean Air Act'7 responding to the federal CAA planning
requirements applicable to the state, and regulating emissions from motor vehicles and consumer
products within the state. In addition, CARB also sets health based air quality standards and control
measures for toxic air contaminants (TACs). Much of CARB's research focuses on automobile emissions,
as they are the primary contributors to air pollution in California. Under the federal Clean Air Act, CARB
has the authority to establish more stringent standards for vehicles sold in California and for various
types of equipment available commercially. It also sets fuel specifications to further reduce vehicular
emissions.
The California Clean Air Act mandates that air basins achieve the California Ambient Air Quality
Standards (CAAQS) by the earliest practical date. These standards apply to the same seven criteria
pollutants as the federal Clean Air Act but also include sulfates, visibility -reducing particles, hydrogen
sulfide, and vinyl chloride. The state standards are more stringent than the federal standards, and in the
case of PM10, far more stringent. The most relevant health effects of each of these pollutants are described
later in this section.
7 Chapter 1568 of the Statutes of 1988.
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4.1 Air Quality
Local
South Coast Air Quality Management District
The management of air quality in the SoCAB is the responsibility of the SCAQMD. This responsibility
was given to SCAQMD by the state legislature's adoption of the 1977 Lewis -Presley Air Quality
Management Act, which merged four county air pollution control bodies into one regional district. Under
the Lewis -Presley Air Quality Act, the SCAQMD is responsible for bringing air quality in the areas under
its jurisdiction into conformity with federal and state air quality standards. Specifically, the SCAQMD is
responsible for monitoring ambient air pollutant levels throughout the basin and for developing and
implementing attainment strategies to ensure that future emissions will be within federal and state
standards.
The SCAQMD primarily regulates emissions from stationary sources such as manufacturing and power
generation. Mobile sources such as buses, automotive vehicles, trains, and airplanes are largely out of the
SCAQMD's jurisdiction and within the regulatory jurisdiction of CARB and the US EPA. In order to
achieve air quality standards, the SCAQMD adopts an Air Quality Management Plan that serves as a
guideline for bringing pollutant concentrations into attainment with federal and state standards. The
SCAQMD determines if certain rules and control measures are appropriate for its specific region
according to technical feasibility, cost effectiveness, and the severity of nonattainment. Once the
SCAQMD has adopted the proper rules, control measures, and permit programs, it is responsible for
implementing and enforcing compliance with those rules, control measures, and programs.
SCAQMD Air Quality Analysis Guidance Handbook
In 1993, the SCAQMD prepared its CEQA Handbook to assist local government agencies and consultants
in preparing environmental documents for projects subject to CEQA.9 The SCAQMD is in the process of
developing its Guidance Handbook to replace the CEQA Handbook. The CEQA Handbook and the
Guidance Handbook describe the criteria that SCAQMD uses when reviewing and commenting on the
adequacy of environmental documents. The Guidance Handbook provides the most up-to-date
recommended thresholds of significance in order to determine if a project will have a significant adverse
environmental impact. Other important subjects covered in the CEQA Handbook and the Guidance
Handbook include methodologies for estimating project emissions and mitigation measures that can be
implemented to avoid or reduce air quality impacts. Although the Governing Board of the SCAQMD has
9 South Coast Air Quality Management District, "Air Quality Analysis Guidance Handbook,"
http://�.aqmd.gov/CEQA/hdbk.html. 2010.
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adopted the CEQA Handbook, and is in the process of developing the Guidance Handbook, the
SCAQMD does not, nor it intend to, supersede a local jurisdiction's CEQA procedures.10
While the Guidance Handbook is being developed, supplemental information has been adopted by the
SCAQMD. These include revisions to the air quality significance thresholds and a relatively new
procedure referred to as "localized significance thresholds," which has been added as a significance
threshold under the Final Localized Significance Threshold Methodology (LST Methodology).11 In addition,
the SCAQMD has recommended that lead agencies not use the screening tables in the CEQA Handbook's
Chapter 6 because the tables were derived using an obsolete version of CARB's mobile source emission
factor inventory and are also based on outdated trip generation rates from a prior edition of the Institute
of Transportation Engineer's Trip Generation handbook.12 The SCAQMD has also recommended that lead
agencies not use the on -road mobile source emission factors in Table A9 -5-H through A9 -5-L as they are
obsolete, and instead recommends using on -road mobile source emission factors approved by CARB.13
Consequently, the outdated and obsolete information were not used in this analysis. The applicable
portions of the CEQA Handbook, the Guidance Handbook, and other revised methodologies were used
in preparing the air quality analysis in this section, as discussed and referenced later in this section.
SCAQMD Air Quality Management Plan
The SCAQMD is required to produce Air Quality Management Plans (AQMPs) directing how the
SoCAB's air quality will be brought into attainment with federal and state standards. The California
Clean Air Act requires that these plans be updated triennially in order to incorporate the most recent
available technical information. In addition, the US EPA requires that transportation conformity budgets
be established based on the most recent planning assumptions (i.e., within the last five years). Plan
updates are necessary to ensure continued progress toward attainment of the NAAQS and to avoid a
transportation conformity lapse and associated federal funding losses. Amulti-level partnership of
governmental agencies at the federal, state, regional, and local levels implement the programs contained
in these plans. Agencies involved include the US EPA, CARB, local governments, Southern California
Association of Governments (SCAG), and the SCAQMD.
10 South Coast Air Quality Management District, "Frequently Asked CEQA Questions,"
http://�.aqmd.gov/ceqa/faq.html. 2010.
11 South Coast Air Quality Management District, Final Localized Significance Threshold Methodology, (2008).
12 South Coast Air Quality Management District, "CEQA Air Quality Handbook," http://�.aqmd.gov/
ceqa/oldhdbk.html. 2010.
13 South Coast Air Quality Management District, "EMFAC 2007 (v2.3) Emission Factors (On-Roadt"
http://�.aqmd.gov/CEQA/hmdbook/onroad/onroad.html. 2010.
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Since 1979, the SCAQMD has prepared a number of AQMPs. The SCAQMD adopted the currently
applicable 2007 AQMP on June 1, 2007. CARB approved the 2007 AQMP as the comprehensive SIP
component for the SoCAB on September 27, 2007. The 2007 AQMP for the SoCAB (and those portions of
the Salton Sea Air Basin under the SCAQMD's jurisdiction) sets forth a comprehensive program that will
lead these areas into compliance with federal and state air quality planning requirements for ozone,
PM10, and PM2.5. In addition, as part of the 2007 AQMP, the SCAQMD requested US EPA's approval of
a "bump -up" to the "extreme" nonattainment classification of ozone for the SoCAB. The US EPA
approved the extreme nonattainment request on April 15, 2010. The extreme nonattainment classification
extends the ozone attainment date from 2021 to 2024 and allows for the attainment demonstration to rely
on emission reductions from measures that anticipate the development of new technologies or
improvement of existing control technologies.
The 2007 AQMP focuses on attainment strategies for the ozone and PM2.5 standards through stricter
control of sulfur oxides and directly emitted PM2.5, NOx, and VOCs. Although PM2.5 plans for
nonattainment areas were due in April 2008, the SCAQMD has integrated PM2.5 and ozone reduction
control measures and strategies in the 2007 AQMP. The need to commence PM2.5 control strategies
before April 2008 was due to the attainment date for PM2.5 (2015) being much earlier than that for ozone
(2024 for the extreme designation). Control measures and strategies for PM2.5 will also help control
ozone generation in the region because PM2.5 and ozone share similar precursors (e.g., NOx). In addition,
the 2007 AQMP focuses on reducing VOC emissions, which have not been reduced at the same rate as
NOx emissions in the past. Hence, the SoCAB has not achieved the reductions in ozone as were expected
in previous plans.
SCAQMD Rules and Regulations
The SCAQMD is responsible for limiting the amount of emissions that can be generated throughout the
SoCAB by various stationary, area, and mobile sources. Specific rules and regulations have been adopted
by the SCAQMD Governing Board, which limit the emissions that can be generated by various
uses/activities and that identify specific pollution reduction measures that must be implemented in
association with various uses and activities. These rules not only regulate the emissions of the federal and
state criteria pollutants, but also toxic air contaminants and acutely hazardous materials. The rules are
also subject to ongoing refinement by SCAQMD.
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Among the SCAQMD rules applicable to the proposed project are Rule 403 (Fugitive Dust) and Rule 1186
(PM10 Emissions from Paved and Unpaved Roads, and Livestock Operations). Rule 403 requires the use
of stringent best available control measures to minimize PM10 emissions during grading and
construction activities. Rule 1186 required the cleanup of materials to minimize PM10 emissions during
construction activities. Additional details regarding these rules are presented below.
Rule 403 (Fugifive Dust) - This rule requires fugitive dust sources to implement Best Available
Control Measures for all sources, and all forms of visible particulate matter are prohibited from
crossing any property line. SCAQMD Rule 403 is intended to reduce PM10 emissions from any
transportation, handling, construction, or storage activity that has the potential to generate fugitive
dust (see also Rule 1186).14
Rule 1186 (PM10 Emissions from Paved and Unpaved Roads, and Livestock Operations) - This rule
applies to owners and operators of paved and unpaved roads and livestock operations. The rule is
intended to reduce PM10 emissions by requiring the cleanup of material deposited onto paved roads,
use of certified street sweeping equipment, and treatment of high -use unpaved roads (see also Rule
403).15
Sonthern California Association of Governments
SCAG is a council of governments for the Counties of Imperial, Los Angeles, Orange, Riverside, San
Bernardino, and Ventura. As a regional planning agency, SCAG serves as a forum for regional issues
relating to transportation, the economy, community development, and the environment. SCAG also
serves as the regional clearinghouse for projects requiring environmental documentation under federal
and state law. In this role, SCAG reviews projects to analyze their impacts on SCAG's regional planning
efforts.
Although SCAG is not an air quality management agency, it is responsible for several air quality
planning issues. Specifically, as the designated Metropolitan Planning Organization for the Southern
California region, it is responsible, pursuant to Section 176(c) of the 1990 amendments to the Clean Air
Act, for providing current population, employment, travel, and congestion projections for regional air
quality planning efforts. With respect to air quality, SCAG prepared the 2004 Regional Transportation
Plan16 (2004 RTP) and the 2006 Regional Transportation Improvement Program17 (2006 RTIP) for the SCAG
14 South Coast Air Quality Management District, "Rule 403 - Fugitive Dust," http://�.aqmd.gov/rules/
reg/reg04/r403Pdf. 2010.
15 South Coast Air Quality Management District, "Rule 1186 — PMIO Emissions from Paved and Unpaved Road,
and Livestock Operations," http://�.aqmd.gov/rules/reg/regll/rII86.pdf. 2010.
16 Southern California Association of Governments, "Regional Transportation Plan," http://�.scag.ca.gov/
rtp2004/2004/FmaIPIan.htm. 2004.
17 Southern California Association of Governments, "Regional Transportation Improvement Program,"
http://�.scag.ca.gov/RTIP/rtip2OO6/adopted.htm. 2006.
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4.1 Air Quality
region, which formed the basis for the transportation components of SCAQMUs 2007 AQMP and were
utilized in the preparation of air quality forecasts and the consistency analysis that are included in the
2007 AQMP. While SCAG's 2008 RTP has been prepared, it has not yet been used for an adopted AQMP.
Future AQMPs developed by the SCAQMD would take into account updated growth projections from
more recent RTPs and RTIPs.
Local Governments
Local governments, such as the City of Santa Clarita, share the responsibility to implement or facilitate
some of the control measures of the AQMP. These governments have the authority to reduce air pollution
through local policies and land use decision-making authority. Specifically, local governments are
responsible for the mitigation of emissions resulting from land use decisions and for the implementation
of transportation control measures as outlined in the AQMP.18 The AQMP assigns local governments
certain responsibilities to assist the SoCAB in meeting air quality goals and policies. In general, the first
step towards fulfilling a local government's assigned responsibility is the identification of air quality
goals, policies, and implementation measures in the local government's general plan. The City of Santa
Clarita has adopted air quality goals, policies, and implementation measures in its General Plan.
Through capital improvement programs, local governments can fund infrastructure that contributes to
improved air quality by requiring such improvements as bus turnouts, energy-efficient streetlights and
synchronized traffic signals.19 In accordance with the CEQA requirements and the CEQA review process,
local governments assess air quality impacts, require mitigation of potential air quality impacts by
conditioning discretionary permits, and monitor and enforce implementation of such mitigation.20
EXISTING CONDITIONS
Regional Climate
The project is located in the northwestern portion of the SoCAB, which is shown in Figure 4.1-1, South
Coast Air Basin. SoCAB consists of Orange County, Los Angeles County (excluding the Antelope
Valley), and the western, non -desert portions of San Bernardino and Riverside Counties.
18 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993.2-2.
19 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993.2-2.
20 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993. 2-2.
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Air quality is affected by both the rate and location of pollutant emissions. Meteorological conditions
such as wind speed, wind direction, solar radiation, atmospheric stability, along with local topography,
heavily influence air quality by affecting the movement and dispersal of pollutants. Predominant
meteorological conditions in the SoCAB include light winds and shallow vertical mixing due to
low -altitude temperature inversion. These conditions, when coupled with the surrounding mountain
ranges, hinder the regional dispersion of air pollutants. The strength and location of a semi-permanent,
high-pressure cell over the northern Pacific Ocean is the primary climatological influence on the SoCAB,
as is the ocean, which moderates the local climate by acting like a large heat reservoir. As a result of these
influences, warm summers, mild winters, infrequent rainfall, and moderate humidity typify climatic
conditions through most of the basin. These meteorological conditions, in combination with regional
topography, are conducive to the formation and retention of ozone (03) and urban smog.
Annual average temperatures throughout the SoCAB vary from the low to middle 60s degrees Fahrenheit
ff). However, due to decreased marine influence, the eastern portion of the basin shows greater
variability in average annual minimum and maximum temperatures. January is the coldest month
throughout the SoCAB, and annual average minimum temperatures are 56' F in downtown Los Angeles,
49' F in San Bernardino, and 55' F in Long Beach. July and August are the warmest months in the SoCAB,
and annual average maximum temperatures are 83' F in downtown Los Angeles, 95' F in San
Bernardino, and 85' F in Long Beach. All portions of the SoCAB have recorded maximum temperatures
above 100' F.
Although the climate of the SoCAB can be characterized as semi -arid, the air near the land surface is quite
moist on most days because of the presence of a marine layer. The SCAQMD operates stations in SoCAB
that monitor meteorological conditions and pollutant concentrations. Wind speeds and directions for the
area are taken from the monitoring station located nearest to the project site, which is located at
22224 Placenta Canyon Road in the City of Santa Clarita (Station No. 090), approximately 1.8 miles
southwest of the project site, and are shown in Figure 4.1-2, Wind Rose for Source Receptor Area 13. As
shown, predominant winds are from the south and southeast up to 25 miles per hour (11 meters per
second). The average maximum temperature in the City of Santa Clarita area is 92' F and the average
minimum is 40' F.21 The average annual rainfall is 18.2 inches.22
21 Western Regional Climate Center, "Newhall, California (Station 046165)," http://�.wrcc.dri.edu/cgi-
bm/cliMAIN.pPca6I65.
22 Western Regional Climate Center, http://�.wrcc.dri.edu/cgi-bin/cliMAIN.pl?ca6l65.
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Regional Air Quality
Air pollutants of concern in SoCAB are primarily generated by two categories of sources: stationary and
mobile. Stationary sources include "point sources," which have one or more emission sources at a single
facility, and "area sources," which are widely distributed emissions. Point sources are usually associated
with manufacturing and industrial uses and include sources such as refineries, boilers, and combustion
equipment that produce electricity or process heat. Examples of area sources include residential water
heaters, painting operations, lawn mowers, agricultural fields, landfills, and consumer products, such as
lighter fluid or hair spray. Mobile sources refer to operational and evaporative emissions from motor
vehicles. Mobile sources account for approximately 59 percent of the VOC emissions, 90 percent of the
NOx emissions, 95 percent of the CO emissions, 55 percent of the SOx emissions, 15 percent of the PM10
emissions, and 34 percent of the PM2.5 emissions found within the SoCAB.23 Point, area, and stationary
sources emit both criteria pollutants and TACs.
Criteria Pollutants
The US EPA is the federal agency responsible for setting the NAAQS. A region's air quality is considered
to be in attainment of the NAAQS if the measured ambient air pollutant levels meet the criteria shown in
Table 4.1-3, Ambient Air Quality Standards and Health Effects. The NAAQS for 03, NO2, S02, PM10,
and PM2.5 are based on statistical calculations over one- to three-year periods, depending on the
pollutant. CARB is the state agency responsible for setting the CAAQS. Regional air quality is considered
to be in attainment of the CAAQS if the measured ambient air pollutant levels for 03, CO, NO2, S02,
PM10, PM2.5, and lead are not exceeded, and all other standards are not equaled or exceeded at any time
in any consecutive three-year period. The NAAQS and CAAQS for each of the monitored pollutants and
their effects on health are summarized in Table 4.1-3. The Los Angeles County portion of the SoCAB is
designated as nonattainment for the federal 03, PM10, and PM2.5 standards and nonattainment for the
state 03, NO2, PM10, PM2.5, and lead standards.
23 California Air Resources Board, "2008 Estimated Annual Average Emissions — South Coast Air Basin,"
http://�.arb.ca.gov/ei/maps/basins/abs=ap.htm. 2009.
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are also referred to as reactive organic compounds (ROCs) or reactive organic gases (ROGs). VOCs
themselves are not "criteria" pollutants; however, they contribute to formation of 03.25
Nitrogen Dioxide (NO2). NO2 is a reddish -brown, highly reactive gas that is formed in the ambient
air through the oxidation of nitric oxide (NO). NO2 is also a byproduct of fuel combustion. The
principle form of NO2 produced by combustion is NO, but NO reacts quickly to form NO2, creating
the mixture of NO and NO2 referred to as NOx. NO2 acts as an acute irritant and, in equal
concentrations, is more injurious than NO. At atmospheric concentrations, however, NOX is only
potentially irritating. NO2 absorbs blue light, the result of which is a brownish -red cast to the
atmosphere and reduced visibility.26
Carbon Monoxide (CO). CO is a colorless, odorless gas produced by the incomplete combustion of
fuels. CO concentrations tend to be the highest during the winter morning, with little to no wind,
when surface -based inversions trap the pollutant at ground levels. Because CO is emitted directly
from internal combustion engines, unlike ozone, and motor vehicles operating at slow speeds are the
primary source of CO in the basin, the highest ambient CO concentrations are generally found near
congested transportation corridors and intersections.27
Sulfur dioxide (S02). S02 is a colorless, extremely irritating gas or liquid. It enters the atmosphere as
a pollutant mainly as a result of burning high -sulfur -content fuel oils and coal and from chemical
processes occurring at chemical plants and refineries. When sulfur dioxide oxidizes in the
atmosphere, it forms sulfates (SO4). In June 2006, the sulfur content of vehicle diesel fuel sold or used
in California was reduced from 500 parts per million (ppm) to 15 ppm (by weight).28 According to
the Office of Environmental Health Hazard Assessment, "[t]he removal of additional sulfur to
produce low -sulfur diesel will result in a decrease in sulfur -containing combustion products. These
include oxides of sulfur, sulfuric acid, sulfate, and sulfite."29
Respirable Particulate Matter (PM10). PM10 consists of extremely small, suspended particles or
droplets 10 microns or smaller in diameter. Some sources of PM10, like pollen and windstorms, are
naturally occurring. However, in populated areas, most atmospheric PM10 is caused by road dust,
diesel soot, combustion products, abrasion of tires and brakes, and construction activities.30
Fine Particulate Matter (PM2.5). PM2.5 refers to particulate matter that is 2.5 micrometers or smaller
in size. The sources of PM2.5 include fuel combustion from automobiles, power plants, wood
burning, industrial processes, and diesel -powered vehicles such as buses and trucks. These fine
25 California Air Resources Board, "Glossary of Air Pollution Terms," http://�.arb.ca.gov/html/gloss.htm. 2010.
26 California Air Resources Board, "Glossary of Air Pollution Terms," http://�.arb.ca.gov/html/gloss.htm. 2010.
27 California Air Resources Board, "Glossary of Air Pollution Terms," http://�.arb.ca.gov/html/gloss.htm. 2010.
28 Amendments to 13 C.C.R. § 2281.
29 Office of Environmental Health Hazard Assessment, Mentoranctum — Health InTacts of Low -Sulfur Diesel Production
and Use, (2004) 2.
30 California Air Resources Board, "Air Pollution — Particulate Matter Brochure," http://�.arb.ca.gov/html/
brochure/pmlO.htm. 2010.
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particles are also formed in the atmosphere when gases such as sulfur dioxide, NOX, and VOCs are
transformed in the air by chemical reactions.31
Lead (Pb). Ph occurs in the atmosphere as particulate matter. The combustion of leaded gasoline was
the primary source of airborne lead in the SoCAB. Because it was emitted from vehicles when leaded
gasoline was used, Ph is present in many soils (especially urban soils) and can become re-suspencled
in the air. The use of leaded gasoline is no longer permitted for on -road motor vehicles, so
combustion emissions are associated with off -road vehicles such as racecars that may still use leaded
gasoline. Other sources of Ph include the manufacturing and recycling of batteries, paint, ink,
ceramics, amrnunition, and secondary lead smelters.32
The state standards for sulfates, visibility reducing particles, hydrogen sulfide, and vinyl chloride do not
have corresponding federal standards. Generally, sources of hydrogen sulfide emissions include
decomposition of human and animal wastes and industrial activities, such as food processing, coke
ovens, kraft paper mills, tanneries, and petroleum refineries. There are no such uses or sources associated
with the proposed project. Similarly, the sources for vinyl chloride emissions include manufacturing of
plastic products, hazardous waste sites, and landfills, which are also not associated with the proposed
project. As a result, there is no need for any further evaluation of hydrogen sulfide or vinyl chloride
emissions with respect to the proposed project. According to the SCAQMD's 2007 AQMR33 the sulfate
and visibility -reducing particle standards have not been exceeded anywhere in the SoCAB. In addition, as
the proposed project would not located sources of substantial sulfate emissions to the region and as
sulfate is a byproduct of sulfur emissions, there is no need for any further evaluation of the sulfate
emissions with respect to the proposed project (sulfur emissions are included in the analysis as SOx).
Furthermore, while the proposed project would result in particulate emissions, the emissions would not
be of sufficient magnitude to result in a violation of the visibility -reducing particle standard and no
further evaluation is required.
CARB has determined that the CAAQS for lead was exceeded in Central Los Angeles County (Source
Receptor Area [SRA] 1) based on monitoring data for 2006 through 2008.34 The exceeclance was primarily
the result of lead emissions from an industrial lead -acid battery recycling facility in the City of
Commerce. The SCAQMD currently maintains a network of three source -oriented lead monitors around
the facility. Based on violations of the lead standard, the SCAQMD issued violation notices to the facility
31 California Air Resources Board, "Particulate Matter Pollutant Monitoring," http://�.arb.ca.gov/
aaqm/partic.htm. 2010.
32 U.S. Environmental Protection Agency, "Lead in Paint, Dust, and Soil," http://�.epa.gov/lead/
pubs/leadinfo.htm. 2010.
33 South Coast Air Quality Management District, 2007Air Quality Managentent Plan, 2007.
34 California Air Resources Board, Proposed 2010 Antenchnents to the State Area Designations, Criteria, and Maps, 2010
23.
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for exceeding the limit of 1.5 micrograms per cubic meter over a 30 -day averaging period during five
consecutive months (December 2007 through April 2008).35 Concentrations during this period also
exceeded the federal lead standard. Since this time, the SCAQMD monitors show concentrations that are
much lower, although they still exceed the revised federal lead standard of 0.15 pg/m3 calculated as a
rolling three-month average. No other monitors in the SoCAB indicate lead exceeclances.36 The proposed
project is not located in the vicinity of the lead exceeclance in the City of Commerce. The project does not
include any uses that would emit lead. Motor vehicles and paints used to be a source of lead; however,
unleaded fuel and unleaded paints have virtually eliminated lead emissions from residential and
commercial land use projects. As a result, there is no need for any further evaluation of lead emissions
with respect to the proposed project.
Toxic Air Contaminants
In addition to criteria pollutants, the SCAQMD periodically assesses levels of TACs in the SoCAB. A toxic
air contaminant HAC) is defined by California Health and Safety Code Section 39655:
'Toxic air contaminant" means an air pollutant which may cause or contribute to an increase in
mortality or in serious illness, or which may pose a present or potential hazard to human health. A
substance that is listed as a hazardous air pollutant pursuant to subsection (b) of Section 112 of
thefederal act (42 U.S.C. Sec. 7412(b)) is a toxic air contaminant.
Between April 2004 and March 2006, the SCAQMD conducted the Multiple Air Toxics Exposure Study III
(MATES 111), which is a follow-up to previous MATES I and 11 air toxics studies conducted in the SoCAB.
The MATES III Final Report was issued in September 2008. The MATES III study, based on actual
monitored data throughout the SoCAB, consisted of several elements. These included a monitoring
program, an updated emissions inventory of TACs, and a modeling effort to characterize carcinogenic
risk across the SoCAB from exposure to TACs. The MATES III study applied a 2 -kilometer (1.24 -mile)
grid over the SoCAB and reported carcinogenic risk within each grid space (covering an area of 4 square
kilometers or 1.54 square miles). The study concluded that the average of the modeled air toxics
concentrations measured at each of the monitoring stations in the SoCAB equates to a background cancer
risk of approximately 1,200 in 1,000,000 primarily due to diesel exhaust. The MATES III study also found
lower ambient concentrations of most of the measured air toxics compared to the levels measured in the
previous MATES 11 study conducted during 1998 and 1999. Specifically, benzene and 1,3 -butadiene,
35 South Coast Air Quality Management District, "Facility Information Detail (FINDi-
http://�.aqmd.gov/webappl/fim/prog/novnc.aspx?fac id -124838. 2010.
36 California Air Resources Board, Proposed 2010 Amendments to the State Area Designations, Criteria, and Maps, 2010.
23.
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pollutants generated mainly from vehicles, were down 50 percent and 73 percent, respectively.37 The
reductions were attributed to air quality control regulations and improved emission control technologies.
Local Air Quality
Ambient Pollutant Concentrations
As mentioned above, the SCAQMD has divided the SoCAB into Source Receptor Areas in which air
quality monitoring stations are operated. The project site is located in the Santa Clarita Valley (SRA 13).
The monitoring station for this area is located at 22224 Placenta Canyon Road in the City of Santa Clarita
(Station No. 090), approximately 1.8 miles southwest of the project site. This station monitors emission
levels of 03, NO2, CO, and RM10. The nearest station that monitors PM2.5 emission levels is located in the
West San Fernando Valley (SRA 6), at 18330 Gault Street in Reseda, California (Station No. 074),
approximately 15 miles south of the project site. The nearest station that monitors S02 emission levels is
located in the East San Fernando Valley (SRA 7), at 228 W Palm Avenue in the City of Burbank (Station
No. 069), approximately 20 miles southeast of the project site.
Table 4.1-4, Summary of Ambient Air Pollutant Concentrations in Source Receptor Area 13, lists the
ambient pollutant concentrations registered and the exceeclances of state and federal standards that have
occurred at the abovementioned monitoring station from 2007 through 2009, the most recent years in
which data is available from the SCAQMD. As shown, the monitoring station has registered values above
state and federal standards for 03, the state standard for RM10, and the federal standard for PM2.5. As
previously discussed, values for lead and sulfate are not presented in the table below since ambient
concentrations are well below the state standards in the area. Hydrogen sulfide, vinyl chloride, and
visibility reducing particles were not monitored by CARB or the SCAQMD in Los Angeles County during
the period of 2006 to 2008.
37 South Coast Air Quality Management District, Multiple Air Toxics Exposure Study in the South Coast Air B�in
(MATES 111) —Draft Report, 2008. ES -2.
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Santa Clarita Sithregional Analysis
In November 2004, the SCAQMD prepared a subregional analysis for the Santa Clarita Valley, which
includes areas within the City of Santa Clarita and areas within unincorporated Los Angeles County. A
copy of the subregional analysis is provided in Appendix 4.1. The purpose of a subregional analysis is to
identify disproportionate air quality impacts in a specific geographic area, and if found, to address and
mitigate these impacts. With regard to future development in the Santa Clarita Valley, the analysis
concluded that:
• When simultaneous 25 -year buildout of all recorded, pending and approved land parcels in the City
and County portions of the valley is assumed, the simulated annual PM10 impact is projected to
increase up to 5 micrograms per cubic meter (pg/m3).
• The maximum regional annual average PM10 impact is projected to occur near Newhall Ranch.
• Future development would not cause violations of the federal annual average PM10 standard, but
could cause possible violations of the state standard.
• The Santa Clarita Valley's air quality is more greatly influenced by pollutant emissions transported
into the valley from areas to the south than by pollutant emissions generated in the valley itself. The
overwhelming contribution of pollution transport to the Santa Clarita Valley comes from the San
Fernando Valley and metropolitan Los Angeles. The major daytime wind vectors are from the south
and upwind emission source areas. Additionally, field studies have confirmed the prevalent
transport route through the Newhall Pass by tracing the northward movement of inert tracer gases
released in the Metropolitan Los Angeles areas. As an example, the City of Santa Clarita is a relatively
small contributor to the total emissions of the key pollutants in both Los Angeles County and the
SoCAB as a whole. The report indicates that across the board, the emissions are typically less than 3
percent of the County total and 2 percent of the SoCAB total.
The study recommended mitigation measures to reduce fugitive dust and diesel exhaust beyond those
measures already required by the SCAQMD's Rule 403:
0 Potential Mitigation Measures for PM10 Fugitive Dust:
Installation of monitoring devices around perimeter of site to collect samples during the
construction and operation of the project to ensure that the PM10 levels do not exceed 50 pg/m3
pursuant to requirements under Rule 403.
Signs posted with a phone number for the public to report dust problems.
Apply water three times daily, or non-toxic soil stabilizers according to manufacturers'
specifications, to all unpaved parking or staging areas or unpaved road surfaces (compared to
watering twice daily as the minimum required by Rule 403).
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Pave construction roads that have a traffic volume of more than 50 daily trips by construction
equipment, 150 total daily trips for all vehicles (compared to watering twice daily as the
minimum required by Rule 403).
Pave all construction access roads at least 100 feet onto the site from the main road (for sites
5 acres or 100 cubic yards daily import/export of bulk material).
Pave construction roads that have a daily traffic volume of more than 50 vehicular trips
(compared to watering twice daily as the minimum required by Rule 403).
0 Potential Mitigation from Diesel Mobile Sources:
Use of after treatment control technologies such as diesel oxidation catalysts.
Use of alternative diesel fuels such as emulsified diesel fuel.
Provide a minimum buffer zone of 300 meters between truck traffic and/or and sensitive
receptors.
Re-route truck traffic by adding direct off -ramps for the truck traffic or by restricting truck traffic
on certain sensitive routes.
Improve traffic flow by signal synchronization.
Enforce truck parking restrictions.
Develop park-and-ride programs.
Restrict truck engine idling.
Restrict operation to "clean" trucks.
Provide electrical hook-ups for trucks that need to cool their load.
Electrify auxiliary power units.
Provide on-site services to minimize truck traffic in or near residential areas, including, but not
limited to, the following services: meal or cafeteria service, automated teller machines, etc.
Require or provide incentives to use low -sulfur diesel fuel with particulate traps.
Conduct air quality monitoring at sensitive receptors.
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PROJECT IMPACTS
Significance Threshold Criteria
New and modified projects will often affect regional air quality, both directly and indirectly. When
determining the extent of a project's environmental impact and the significance of such impact, the
project should be compared with established thresholds of significance. The following discusses the
thresholds set forth by the SCAQMD for both construction and operational emissions that would be
generated by the project. In accordance with Appendix G of the State CEQA Guidelines, the project would
have a significant impact on air quality if it would:
0 conflict with or obstruct implementation of the applicable air quality plan;
violate any air quality standard or contribute substantially to an existing or projected air quality
violation;
result in a cumulatively considerable net increase of any criteria pollutant for which the project
region is non -attainment under an applicable federal or state ambient air quality standard (including
releasing emissions which exceed quantitative thresholds for ozone precursors);
0 expose sensitive receptors to substantial pollutant concentrations; or
0 create objectionable odors affecting a substantial number of people.
The State CEQA Guidelines (Section 15064.7) provide that, when available, the significance criteria
established by the applicable air quality management district or air pollution control district may be
relied upon to make determinations of significance. The potential air quality impacts of the proposed
project are, therefore, evaluated according to thresholds developed by the SCAQMD in their CEQA Air
Quality Handbook, Air Quality Analysis Guidance Handbook, and subsequent guidance, which are listed
below. While the SCAQMD has established significance thresholds for lead, construction and operation
of the proposed project will not exceed the established thresholds as previously discussed above.
Therefore, lead emissions from the project will not cause an air quality violation and will not be analyzed
further.
Construction Emissions Thresholds
Impacts related to construction emissions associated with the proposed project would be considered
significant when the project exceeds the limits specified in Table 4.1-5, SCAQMD Daily Construction
Emission Thresholds.
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Because the thresholds are converted from a Clean Air Act threshold, the SCAQMD has determined that
these thresholds are based on scientific and factual data.40 Therefore, the SCAQMD recommends that the
following thresholds be used by lead agencies in making a determination of operation -related project
significance.
Secondary Thresholds
Project impacts would be considered significant if operation of the project meets any of the SCAQMD
secondary thresholds listed below.
• The project could interfere with the attainment of the federal or state ambient air quality standards by
either violating or contributing to an existing or projected air quality violation.
• The project could result in population increases within an area, which would be in excess of that
projected by SCAG in the AQMP, or increase the population in an area where SCAG has not
projected that growth for the project's buildout year.
• The project could generate vehicle trips that cause a CO hotspot or project could be occupied by
sensitive receptors that are exposed to a CO hotspot.
• The project will have the potential to create, or be subjected to, an objectionable odor that could
impact sensitive receptors.
• The project will have hazardous materials on site and could result in an accidental release of toxic air
emissions or acutely hazardous materials posing a threat to public health and safety.
• The project could emit a toxic air contaminant regulated by SCAQMD rules or that is on a federal or
state air toxic list.
• The project could be occupied by sensitive receptors and be located within 0.25 mile of an existing
facility that emits air toxics identified in SCAQMD Rule 1401.
• The project could emit carcinogenic or toxic air contaminants that individually or cumulatively
exceed the maximum individual cancer risk of 10 in 1 million.
Localized Significance Thresholds
In addition to the above listed emission -based thresholds, the SCAQMD also recommends the evaluation
of localized air quality impacts to sensitive receptors in the immediate vicinity of the project site as a
result of construction activities. This evaluation requires that anticipated ambient air concentrations,
determined using a computer-based air quality dispersion model, be compared to localized significance
40 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993. 6-1.
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Otmitlative Thresholds
In large part, the SCAQMD 2007 AQMP was prepared to accommodate growth, to meet state and federal
air quality standards, and to minimize the fiscal impact that pollution control measures have on the local
economy. According to the SCAQMD CEQA Air Quality Handbook, projects that are within the emission
thresholds identified above should be considered less than significant on a cumulative basis unless there
is other pertinent information to the contrary.43
If a project is not within the emission thresholds above, the SCAQMD CEQA Air Quality Handbook
identifies three possible methods to determine the cumulative significance of land use projects.44 The
SCAQMUs methods are based on performance standards and emission reduction targets necessary to
attain the federal and state air quality standards identified in the 2007 AQMR However, one method is
no longer recommended and supported by the SCAQMD, and another method is not applicable as the
SCAQMD repealed the underlying regulation (Regulation XV) after the CEQA Air Quality Handbook was
published.45 Therefore, the only viable SCAQMD method for determining cumulative impacts is based
on whether the rate of growth in average daily trips exceeds the rate of growth in population and
whether the project is consistent with the AQMR The proposed project is a roadway extension project
and would not increase average daily trips or population within the City; therefore, cumulative impacts
would be identified based on whether the project's emissions are within the SCAQMD thresholds
identified above.
Methodology
Air quality impacts resulting from the implementation of the proposed project would result in short-term
impacts due to construction activities. Construction activities would affect air quality due to fugitive dust
emissions and exhaust emissions associated with construction activities. The proposed project would not
result in operational activities other than periodic maintenance of the roadway; therefore, operational
impacts are qualitatively analyzed.
43 South Coast Air Quality Management District, CEQA Air Quality Handbook, (1993) 9-12.
44 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993. 9-12., Personal communication
with Dr. Steve Smith, South Coast Air Quality Management District, November 20, 2003.
45 The two methods that are no longer recommended and supported by the SCAQMD are: (1) demonstrating a
I percent per year reduction in project emissions of VOC, NOx, CO, SOx, and PMIO and (2) demonstrating a
1.5 average vehicle ridership, or average vehicle occupancy for a transportation project.
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The Roadway Construction Emissions Model, Version 6.3.2 established by the SMAQMD was used to
quantify construction emissions that would result from the development of the proposed project.46 The
Roadway Construction Emissions Model is used to assess the emissions of linear construction projects. It
uses CARB's EMFAC2007 model for on -road vehicle emissions and CARB's OFFROAD2007 model for
off-road vehicle emissions. The model is approved for use by the SCAQMD for estimating air pollutant
emissions for environmental analyses pursuant to CEQA.47 The URBEMIS2007 Environmental
Management Software was also used to estimate fugitive dust emissions from grading/excavation
activities as well as operational of maintenance trucks and street sweepers.
Design Measures Already Incorporated Into the Project
DM 4.1-1 The proposed project consists of the extension of the Via Princessa roadway to make it
one of the primary east -west arterials through the City of Santa Clarita, which would
improve traffic flow within the City.
DM 4.1-2 The proposed project includes a two-lane bike path along the south side of the project.
DM 4.1-3 The proposed project includes sidewalks for pedestrians on each side of the roadway.
Impact Analysis
Impact Threshold 4.1-1 The proposed project would conflict with or obstruct the implementation
of the applicable air quality plan.
The 2007 AQMR discussed previously, was prepared to accommodate growth, to reduce the high levels
of pollutants within the area under the jurisdiction of SCAQMD, to return clean air to the region, and to
minimize the impact on the economy. Projects that are considered consistent with the AQMP would not
interfere with attainment because this growth is included in the projections utilized in the formulation of
the AQMP. Therefore, projects, uses, and activities that are consistent with the applicable assumptions
used in the development of the AQMP would not jeopardize attainment of the air quality levels identified
in the AQMR even if they exceed the SCAQMD's recommended daily emissions thresholds.
The proposed project would develop a roadway extension to improve traffic flow within the City of Santa
Clarita. It would not develop land uses that would result in population growth within the area.
46 Sacramento Metropolitan Air Quality Management District, Roadway Constmction Emissions Model Version 6.3.2,
2009.
47 Spoken communication with Daniel Garcia, air quality specialist at SCAQMD. The Sacramento Metropolitan Air
Quality Management's Roadway Construction Emissions Model can be used as long as emission factors are
current and accurate.
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Moreover, as discussed in Section 8.0, Growth Inducement, the proposed project would not result in
growth inducement within the City. Therefore, the proposed project would be consistent with
SCAQMD's 2007 AQMP and would have a less than significant impact with respect to this criterion.
Impact Threshold 4.1-2 The proposed project would violate air quality standard or contribute
substantially to an existing or projected air quality violation as a result of
construction and operational activity.
Constrnction Emissions
Development of the proposed project would involve clearing, grading, excavation, trenching, and asphalt
paving. Construction would require cut and fill of debris and soil associated with grading and
excavation. During periods of construction activity, on-site stationary sources, heavy-duty construction
vehicles, construction worker vehicles, and energy use would generate emissions. In addition, fugitive
dust would be generated by grading, excavation, and other construction activities. However, construction
impacts would be short-term in nature and limited only to the period when construction activity is taking
place on the project site.
The project site is 25.2 acres in size and consists of natural land area. A maximum of approximately 1 acre
would be disturbed daily during the development of the proposed project. Clearing and Grubbing of the
area is expected to begin in May 2013 and last through August 2013. Site grading and excavation would
require on-site cut and fill of 762,120 cubic yards, as estimated by the project Applicant. Grading and
excavation is expected to begin in September 2013 and last through January 2015. Trenching for drainage
and utilities is expected to begin in February 2015 and last through December 2015. Asphalt paving
would follow in January 2016 and last through June 2016.
The emission calculations assume the use of standard construction practices, such as compliance with
SCAQMD Rule 403 (Fugitive Dust), to minimize the generation of fugitive dust. Compliance with Rule
403 is mandatory for all construction projects. In the Road Construction Emissions Model, Version 6.3.2,
the emission calculations take into account compliance with Rule 403 by incorporating watering of the
site during construction. In the URBEMIS2007 model, the emission calculations take into account
compliance with Rule 403 by incorporating the following measures: watering of exposed surfaces and
unpaved roads three times daily, which is estimated to reduce fugitive dust emissions from this source
(PM10 and PM2.5) by 61 percent, per guidance from the SCAQMD; use of soil stabilization measures
during equipment loading and unloading, which is estimated to reduce fugitive dust emissions from this
source (PM10 and PM2.5) by 69 percent, per guidance from the SCAQMD; and managing haul road dust
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The US EPA requires PM hot -spot analyses for projects of local air quality concern, which include certain
highway and transit projects that involve significant levels of diesel vehicle traffic or any other project
identified in the PM2.5 or PM10 SIP as localized air quality concern. The conformity rule requires that the
emissions from the proposed project, when considered with background concentrations, will not produce
a new violation of the NAAQS, increase the frequency or severity of existing violations, or delay timely
attainment of the NAAQS or any required interim reductions or milestones. PM hot -spot analyses
include only directly emitted PM2.5 and PM10 emissions, and emissions from construction -related
activities are not required to be included in PM hot -spot analyses if such emissions are considered
temporary as defined in 40 CFR 93.123(c)(5) (i.e., emissions that occur only during the construction phase
and last five years or less at any individual site). Operation -related activities are not required to be
included in PM hot -spot analysis if the project would improve traffic flow and vehicle speeds and would
not involve any increases in idling. Thus, the project would be expected to have a neutral or positive
influence on PM emissions. The proposed project would be constructed in 38 months and operation of the
project would result in improvement of traffic flow to nearby roadways in the region. Therefore, the
proposed project would have a positive influence on PM emissions and would not require a PM hot -spot
analysis. The proposed project would have a less than significant impact with respect to this criterion.
Mitigation Measures
No mitigation is required
Residual Impacts
No impact would occur.
Impact Threshold 4.1-3 The proposed project would expose sensitive receptors to substantial
pollutant concentrations.
Constrnction Emissions
The SCAQMD recommends the evaluation of localized NOx, CO, PM10, and PM2.5 impacts as a result of
on-site construction activities to sensitive receptors in the imrnechate vicinity of the project site. This
analysis determines the ambient air quality impacts due to construction activities on the day with the
highest estimated daily mass emission rates as presented in Table 4.1-8. The project -specific localized
significance thresholds for SEA 13 (Santa Clarita Valley) are shown in Table 4.1-9, Localized Significance
Thresholds Analysis, and are compared with the maximum daily on-site construction emissions.
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transportation projects. Certain projects are exempt from all emissions analyses according to the CO
Protocol, including those projects that enhance transportation activities. Since the proposed project would
result in the improvement of traffic flow, which is considered a transportation enhancement activity, it
would be exempt from all emissions analyses under the CO Protocol.
Nevertheless, the project was evaluated to determine if it would cause a CO hotspot utilizing a simplified
CALINE4 screening model developed by the Bay Area Air Quality Management District (BAAQMD).
The simplified model is intended as a screening analysis that identifies a potential CO hotspot. If a
hotspot is identified, the complete CALINE4 model is then utilized to determine precisely the CO
concentrations predicted at the intersections in question. This methodology assumes worst-case
conditions (i.e., wind direction is parallel to the primary roadway and 90 degrees to the secondary road,
wind speed of less than 1 meter per second and extreme atmospheric stability) and provides a screening
of maximum, worst-case, CO concentrations. The simplified approach is acceptable to the SCAQMD as
long as it is used consistently with the BAAQMD guidelines. This model is utilized to predict existing
and future CO concentrations 0 feet from the intersections in the study area based on projected traffic
volumes from these intersections contained in the project traffic study. Interim year no -project, interim
year with -project, and long-range with -project conditions CO concentrations were calculated for peak
hour traffic volumes for those intersections that are anticipated to operate at LOS D or worse, based on
the traffic analysis for the project.48 Background (existing) ambient CO concentrations were included in
the analysis. The results of these CO concentration calculations are presented in Table 4.1-10, Maximum
Carbon Monoxide Concentrations, for representative receptors located 0 feet from the intersection.
As shown, the CALINE4 screening procedure predicts that, under worst-case conditions, future CO
concentrations at each intersection would not exceed the state 1 -hour and 8 -hour standards with or
without the development of the project. No significant CO hotspot impacts would occur to sensitive
receptors in the vicinity of these intersections. As a result, no significant project -related impacts would
occur relative to future carbon monoxide concentrations. Therefore, the proposed project would have a
less than significant impact with respect to this criterion.
48 Austin -Foust Associates, Via Princessa Extension, Traffic Analysis, (2011).
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4.1 Air Quality
as defined by CARB regulations. A copy of each unit's certified tier specification,
BACT determination, and CARB or SCAQMD operating permit shall be provided at
the time of mobilization of each applicable unit of equipment.
Use electric welders to avoid emissions from gas or diesel welders, to the extent
feasible. Equipment that is commercially available shall be considered to be feasible.
Equipment that is in the development, testing, or demonstration stage shall be
considered not feasible.
Use electricity or alternate fuels for on-site mobile equipment instead of diesel
equipment, to the extent feasible. Equipment that is commercially available shall be
considered to be feasible. Equipment that is in the development, testing, or
demonstration stage shall be considered not feasible.
Use on-site electricity or alternative fuels rather than diesel -powered or
gasoline -powered generators, to the extent feasible. Equipment that is commercially
available shall be considered to be feasible. Equipment that is in the development,
testing, or demonstration stage shall be considered not feasible.
Maintain construction equipment by conducting regular tune-ups according to the
manufacturers' recommendations.
Minimize idling time either by shutting equipment when not in use or reducing the
time of idling to 5 minutes as a maximum.
Minimize the hours of operation of heavy-duty equipment and/or the amount of
equipment in use at any one time.
Apply water three times daily, or non-toxic soil stabilizers according to
manufacturers' specifications, to all unpaved parking or staging areas, unpaved road
surfaces, and active construction areas.
Apply non-toxic soil stabilizers according to manufacturers' specifications to all
inactive construction areas (previously graded areas inactive for four days or more).
Install wheel washers or shaker plates to minimize dirt track out and dust generation
where vehicles enter and exit the construction site onto paved roads or wash off
trucks and any equipment leaving the site each trip.
0 Traffic speeds on all unpaved roads to be reduced to 15 mph or less.
0 All trucks hauling dirt, sand, soil, or other loose materials are to be covered.
Sweep streets at the end of the day if visible soil is carried onto adjacent public paved
roads (recommend water sweepers with reclaimed water).
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Residual Impacts
Mitigation Measure MM 4.1-1 would reduce the on-site project construction emissions; however, on-site
construction emissions of PM10 and PM2.5 would continue to have a significant impact with respect to
this criterion.
Impact Threshold 4.1-4 The proposed project would create objectionable odors affecting a
substantial number of people.
Constrnction Emissions
The proposed project could have the potential to create objectionable odors that could impact sensitive
receptors. During construction, certain pieces of construction equipment could emit odors associated with
exhaust. However, odors emitted from certain pieces of construction equipment would dissipate quickly
and be short term in duration. Compliance with SCAQMD rules and permit requirements would ensure
that no objectionable odors are created during construction. Therefore, construction activities would have
a less than significant impact with respect to this criterion.
Operational Emissions
The SCAQMD lists land uses primarily associated with odor complaints as waste transfer and recycling
stations, wastewater treatment plants, landfills, composting operations, petroleum operations, food and
byproduct processes, factories, and agricultural activities, such as livestock operations. The proposed
project does not consist of these types of land uses and operation of the project would not be expected to
create objectionable odors.
In addition, any unforeseen odors generated by the project will be controlled in accordance with
SCAQMD Rule 402 (Nuisance). Rule 402 prohibits the discharge of air contaminants that cause "injury,
detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which
endanger the comfort, repose, health or safety of any such persons or the public, or which cause or have a
natural tendency to cause injury or damage to business or property." Failure to comply with Rule 402
could subject the offending facility to possible fines and/or operational limitations in an approved odor
control or odor abatement plan. Adherence to Rule 402 would mitigate unforeseen odors to a less than
significant impact.
Mitigation Measures
No mitigation is required.
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Residual Impacts
No impact would occur.
Impact Threshold 4.1-5 The proposed project would result in the release of toxic air emissions or
acutely hazardous materials posing a threat to public health and saf ety.
Constrnction Emissions
On August 27, 1998, the CARB designated diesel particulate matter (DPM) emissions from diesel -fueled
engines as a toxic air contaminant. A toxic air contaminant is defined by California Health and Safety
Code Section 39655:
'Toxic air contaminant" means an air pollutant which may cause or contribute to an increase in
mortality or in serious illness, or which may pose a present or potential hazard to human health. A
substance that is listed as a hazardous air pollutant pursuant to subsection (b) of Section 112 of
the federal act (42 U.S. C. Sec. 7412(b)) is a toxic air contaminant.
OEHHA and CARB have developed methodologies to evaluate the potential health impacts from toxic air
contaminants. OEHHA establishes cancer potency factors for toxic air contaminants that are found
through scientific research to have carcinogenic properties. Cancer potency factors vary depending on the
exposure pathway — typically through contact, ingestion, or inhalation. The cancer potency factor for
DPM considers exposure via the inhalation pathway only. The potential exposure through other
pathways (e.g., ingestion) requires substance and site-specific data, and the specific parameters for diesel
exhaust are not known for these other pathways.49 Cancer risk is assessed for long-term emissions and
assumes a 70 -year exposure. The OEHHA Guidance recommends that shorter -term exposures (i.e., less
than a maximum theoretical exposure duration of 70 years) be adjusted by no less than 9 years:50
[Als the exposure duration decreases the uncertainties introduced by applying cancer potency
factors derived ftom very long-term studies increases. Short-term high exposures are not
necessarily equivalent to longer-term lower exposures even when the total dose is the same.
OEHHA there/bre does not support the use of current cancer potencyfactor to evaluate cancer risk
for exposures of less than 9 years. If such risk must be evaluated, we recommend assuming that
average daily dose for short-term exposure is assumed to last for a minimum of 9 years.
49 California Air Resources Board, Report to the Air Resources Board on the Proposed identification of Diesel Exhaust as a
Toxic Air Contaminant, Part A Exposure Assessment, 1998.
California Air Resources Board, Report to the Air Resources Board on the Proposed identification of Diesel Exhaust as a
Toxic Air Contaminant, Part A Exposure Assessment, 1998. 8-4.
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In addition to the potential cancer risk, DPM has chronic (i.e., long-term) non -cancer health impacts.51
The OEHHA Guidance has recommended an ambient concentration of 5 micrograms per cubic meter
(pg/m3) as the chronic inhalation Reference Exposure Level for DPM. The Reference Exposure Level is the
concentration at or below which no adverse non -cancer health effects are anticipated. Chronic non -cancer
health impacts are evaluated for target organs or target systems (i.e., toxicological endpoint), such as the
respiratory system and the central/peripheral nervous system. The ratio of the annual concentration of
the toxic air contaminant to the Reference Exposure Level is called the Hazard Quotient. The Hazard
Index is the sum of the Hazard Quotients for substances that affect the same toxicological endpoint.
OEHHA has not established an inhalation Reference Exposure Level for acute (i.e., short-term) effects for
DPM.
Construction of the proposed project would result in emissions of DPM from heavy-duty construction
equipment and haul trucks. Based on the emissions estimated from URBEMIS2007 and the Road
Construction Emissions Model, on-site construction equipment would emit 3.1 pounds per day of DPM
during clearing, 3.99 pounds per day of DPM during grading and excavation, 1.1 pounds per day of DPM
during trenching for drainage and utilities, and 1.0 pounds per day of DPM during asphalt paving.
The proposed project would result in short-term and temporary emissions of DPM. Construction is
scheduled to last 38 months, which is much less than the minimum exposure period of nine years for
assessing health impacts as recommended by OEHHA. Because of the short-term nature of the proposed
project and the minor level of DPM emissions, the project would not result in a lifetime probability of
contracting cancer that is greater than 10 in 1 million at nearby sensitive receptors. Furthermore, the
minor level of diesel particulate matter emissions would not result in a Health Hazard Index of 1 or
greater when evaluating for chronic non -carcinogenic impacts. Therefore, the proposed project would
have a less than significant impact with respect to this criterion.
Operational Emissions
The CARB Air Quality and Land Use Handbook recommends that lead agencies, where possible, avoid
sitting new sensitive land uses within 500 feet of a freeway, urban roadways with 100,000 vehicles per
day, or rural roads with 50,000 vehicles per day. Air pollution studies indicate that living close to high
traffic and the associated emissions may lead to adverse health effects beyond those associated with
regional air pollution in urban areas. Although the proposed project does not consist of the development
of sensitive land uses, such as residential units, next to high traffic roadways, the proposed project
includes the roadway extension of Via Princessa, which will be one of the primary east -west arterials
0EHHA has not identified an acute (i.e., short-term) non -cancer inhalation Reference Exposure Level for diesel
particulate matter.
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4.1 Air Quality
through the City of Santa Clarita, and would locate a new roadway adjacent to existing residential areas.
The traffic analysis for the proposed project did not identify any urban roads with 100,000 vehicles or
more per day. Via Princessa, under long�range buildout conditions, is expected to have between 27,000
and 52,000 vehicles per day. Therefore, the proposed project would not expose sensitive land uses to
higher than normal health impacts concerning this criterion.
In 2006, the US Department of Transportation Federal Highway Administration adopted the Interim
Guidance on Air Toxic Analysis in NEPA Documents to establish methodology on how to analyze V[SAT in
the NEPA process for highways, which was updated in 2009. The FHWA developed a tiered approach for
analyzing V[SAT in NEPA documents, depending on specific project circumstances. Under this tiered
approach, projects with no potential for meaningful V[SAT effects would not need to undergo qualitative
or quantitative analysis, projects with low potential V[SAT effects would need to undergo a qualitative
analysis, and projects with higher potential V[SAT effects would need to undergo qualitative analysis and
identify alternatives.
The proposed project would have low potential V[SAT effects. The type of projects that are considered to
have low potential V[SAT effects include those projects that serve to improve operations of highway,
transit or freight without adding substantial new capacity or without creating a facility that is likely to
meaningfully increase V[SAT emissions. In addition, projects that result in increased travel speeds will
reduce V[SAT emissions per vehicle miles traveled basis. The proposed project would have an overall
decreasing effect on traffic by 6,000 daily vehicles traveling nearby residential land uses in the vicinity of
the proposed project. Furthermore, the proposed project would improve the level of service of nearby
roadway intersections, resulting in less idling time and increased travel speeds, which would reduce
V[SAT emissions. Therefore, the proposed project would not expose sensitive land uses to higher than
normal health impacts concerning this criterion. The proposed project would have a less than significant
impact with respect to this criterion.
Mitigation Measures
No mitigation is required.
Residual Impacts
No impact would occur.
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Impact Threshold 4.1-6 The proposed project would result in a cumulatively considerable net
increase of any criteria pollutant for which the project region is
nonattainment under an applicable federal or state ambient air quality
standard (including releasing emission, which exceed quantitative
thresholds for ozone precursors).
According to the SCAQMD CEQA Air Quality Handbook, projects that are within the mass -based emission
thresholds identified above should be considered less than significant on a cumulative basis unless there
is other pertinent information to the contrary.52 As shown in Table 4.1-8, construction emissions of the
proposed project would not exceed the SCAQMD thresholds of significance. As discussed above,
operational emissions would not exceed the SCAQMD thresholds of significance. Therefore, it is
anticipated that the proposed project would not result in a cumulatively considerable contribution to air
quality in the SoCAB. The proposed project would have a less than significant impact with respect to this
criterion.
While the proposed project would result in on-site construction emissions that would exceed the
SCAQMD LSTs for PM10 and PM2.5, these impacts are localized to the areas immediately adjacent to the
project site. According to the SCAQMD, LSTs are applicable to a project -level analysis and are generally
not applicable for assessing cumulative impacts. An exceeclance of the LSTs does not necessarily indicate
that a project would have a cumulatively considerable contribution to air quality impacts in the SoCAB.
With respect to the proposed project, construction would result in localized significance impacts for
PM10 and PM2.5, but because the project would not exceed the mass -based emission thresholds, it would
not result in a cumulatively considerable contribution to regional air quality impacts in the SoCAB.
Mitigation Measures
No mitigation is required
Residual Impacts
No impact would occur.
CUMULATIVE IMPACTS
As discussed above, according to the SCAQMD CEQA Air Quality Handbook, projects that are within the
project -level emission thresholds identified above should be considered less than significant on a
52 South Coast Air Quality Management District, CEQA Air Quality Handbook. 9 12.
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4.1 Air Quality
cumulative basis unless there is other pertinent information to the contrary.53 As shown in Table 4.1-8
the project's construction emissions would not exceed the SCAQMD project -level thresholds for VOC,
NOx, CO, SOx, PM10, and PM2.5. Therefore, construction of the project would not contribute
substantially to an existing or projected air quality violation with respect to ozone, NO2, CO, SOx, PM10,
and PM2.5 (NOx is an ozone precursor emission and also converts to NO2 in the atmosphere). The
project's construction mass criteria pollutant emissions would not be cumulatively considerable and
would result in a less than significant cumulative impact.
As discussed above, the project's operational emissions would not exceed the SCAQMD project -level
thresholds for VOC, NOx, CO, SOx, PM10, and PM2.5. Therefore, operation of the project would not
contribute substantially to an existing or projected air quality violation with respect to ozone, NO2, CO,
SOx, PM10, and PM2.5. The project's operational mass criteria pollutant emissions would not be
cumulatively considerable and would result in a less than significant cumulative impact.
UNAVOIDABLE SIGNIFICANT IMPACTS
The proposed project would have an unavoidable significant localized impact due to on-site construction
emissions of PM10 and PM2.5.
53 South Coast Air Quality Management District, CEQA Air Quality Handbook, 1992. 9-12.
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4.2 BIOLOGICAL RESOURCES
INTRODUCTION
The proposed project would result in the permanent conversion of, or temporary disturbance to,
13.Oacres of California annual grasslands, 0.7 acre of foothill needlegrass grassland, 10.4 acres of
California sagebrush scrub, 10.2 acres of California buckwheat scrub, 33.1 acres of chemise chaparral,
23.9 acres of hoaryleaf ceanothus chaparral, 1.9 acres of riparian communities, 0.19 acre of vernal pool
habitat, 0.05 acre of hillside seep habitat, and 7.3 acres of disturbed areas.
Significant impacts would result with respect to the loss of foothill needlegrass grassland, riparian
communities, vernal pool habitat, and hillside seep habitat; the loss of habitat for common and special -
status wildlife species, including riparian -dependent and vernal -pool dependent species; potential
construction -related loss of nests of common and special -status bird species; the loss of California Native
Plant Society (CNPS) List 113, and federally Threatened special status plant species; the loss of protected
oak trees; the potential loss of federally Threatened and Endangered fairy shrimp species, and additional
non -listed special -status animal species; the loss of 0.51 acre of California Department of Fish and Game
(CDFG) and 0.85 acre of US Army Corps of Engineers (USACE) jurisdictional areas; and indirect impacts
including increased lighting and glare, increased landscaping irrigation and stormwater runoff, an
increase in non-native plant and wildlife species, increased human activity and domestic animal
presence, and increased erosion and dust resulting from construction and grading activities.
Implementation of mitigation measures required by this EIR would mitigate some, but not all, of the
identified project -specific impacts to less than significant levels. Significant unavoidable impacts would
occur due to the loss of vernal pool habitat and vernal pool -dependent species. The project would also
contribute to a significant unavoidable cumulative impact related to the ongoing loss of biological
resources in the project region.
PROJECT DESCRIPTION
The proposed project involves the construction of a new roadway segment between Golden Valley Road
and the existing western roadway terminus near Sheldon Avenue. The Via Princessa East Extension
would be one of the primary east -west arterials through the City of Santa Clarita. The proposed roadway
would be approximately 1.2 miles in length and would be designated as a Major Arterial Highway per
the City of Santa Clarita's Master Plan of Arterial Highways. The proposed roadway would consist of a
six -lane facility with a 14 -foot raised landscaped median, a 10 -foot sidewalk on each side, and a 16 -foot
two-lane bike path along the south side. The vehicle lanes adjacent to the median would be 12 feet wide,
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4.2 Biological Resources
the middle lanes would be 11 feet wide, and the right lanes would be 12 feet wide. The typical
right -of -way width would be 116 feet.
The portion of Via Princessa between Sheldon Avenue and Rainbow Glen Drive that is currently
constructed as a half section would be completed by constructing the south side of the roadway. In this
section, the roadway would be constructed to a typical right -of -way width of 104 feet, consistent with the
original design for this section. The total project area, including remedial grading acreage is 25.2 acres
GENERAL PROJECT SITE CHARACTERISTICS
The Via Princessa Road Extension (project) site is situated on the Mint Canyon 7.5 -minute US Geological
Survey (USGS) quadrangle map, and is located in the City of Santa Clarita in northwestern Los Angeles
County, approximately 28 miles northwest of downtown Los Angeles (Figures 3.0-1 and 3.0-2). The
project site is largely undeveloped except for unpaved access roads and a Southern California Edison
(SCE) power line easement. Slopes range from relatively level on mesa tops to very steep along canyon
sides and drainages. The site drains generally northwest towards the Santa Clara River, which lies
approximately 1.5 miles to the north. The central portion of the site is dominated by a mesa that supports
a vernal pool. Elevations on the site range from approximately 1,430 feet above sea level in the northwest,
where drainages exit the site, to 1,690 feet in the northeast.
105 1 IN 0 1 to] Mi
Literature/Database Review
To evaluate the natural resources found or potentially occurring on the project site, the current versions
of the California Natural Diversity Data Base (CNDDB) and the California Native Plant Society (CNPS)
Inventory of Rare and Endangered Plants were reviewed for the USGS 7.5 -minute quadrangle on which
the project site is located (Mint Canyon) and the eight surrounding quadrangles (Green Valley, Sleepy
Valley, Newhall, Oat Mountain, Warm Springs Mountain, Agua Dulce, San Fernando, and Sunland). A
list of potentially occurring special -status species was generated (Tables 4.2-2 and 4.2-3) for use in field
surveys and impact assessment.
Field Surveys
All field surveys were conducted by biologists qualified or permitted to conduct such surveys. All
surveys were conducted in accordance with established resource agency survey protocols, as applicable,
or consistent with accepted survey methodologies for particular species if published protocols did not
exist. A summary of surveys dates, surveyors, and methodologies is provided in Table 4.2-1, Biological
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4.2 Biological Resources
are in this document mapped collectively as "annual grassland" in Figure 4.2-1. Annual grasslands occur
on open, relatively level to slightly sloping and accessible locations throughout the site, such as on ridges
and plateaus. Annual grassland communities are principally dominated by non-native annual species
including oat and brome grasses (Avena and Bromus species), tocolote (Centaurea melitensis), summer
mustard (Hirschftldia incana), and red -stem filaree (Erodium cicutarium), with localized high -densities of
ruderal native annuals such as fascicled tarplant (Deinandrafasciculata) and rancher's fireweed (Amsinckia
menziesii var. intermedia).
Stands of perennial grasses are largely confined to openings within communities more properly mapped
as coastal scrub or chaparral formations. However, in a few instances, these stands are large enough to be
mapped as distinct vegetation types. These stands occur on open slopes, usually with a northern aspect,
and are dominated by native perennial grasses, including needlegrasses (Nassella species), one-sided
bluegrass (Poa secunda ssp. secunda), and Coast Range melic (Melica imperftcta). These stands are mapped
as foothill needlegrass grassland (41.110.00) in Figure 4.2-1.
Within both annual and perennial grasslands, subdominant and emergent herbaceous species may
include common lomatium (Lomatium utriculatum), annual bur -sage (Ambrosia acanthicarpa), California
thistle (Cirsium occidentale var. calijbrnicum), California aster (Corethrogyne filaginitblia), coast goldfields
(Lasthenia calijbrnica), California cottonrose (Lo&fla filaginoides), Douglas's silverpuffs (Microseris douglasii
ssp. douglasii), common sow thistle (Sonchus oleraceus), everlasting nest -straw (Stylocline gnaphaloides),
silverpuffs (Uropappus lindleyi), slender combseed (Pectocarya linearis ssp. ferocula), valley popcorn -flower
(Plagiobothrys canescens), Peirson's morning�glory (Calystegia peirsonii), turkey mullein (Croton setigerus),
coastal bird's -foot trefoil (Lotus salsuginosus), deerweed (Lotus scoparius var. scoparius), miniature lupine
(Lupinus bicolor), burclover (Medicago polymorpha), yellow sweet -clover (Melilotus indicus), winecup clarkia
(Clarkia purpurea ssp. quadrivulnera), purple owl's -clover (Castilleja exserta ssp. exserta), wavy -leaf soap
plant (Chlorogalum pomeridianum var. pomeridianum), blue -eyed -grass (Sisyrinchium bellum), slender
mariposa lily (Calochortus clavatus var. gracilis), splendid mariposa lily (C. splendens), butterfly mariposa
lily (C. venustus), common goldenstar (Bloomeria crocea), and bluedicks (Dichelostemma capitatum).
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4.2 Biological Resources
Scrubformations
Scrub communities are found primarily on drier, south -facing slopes and ridgetops. These are mostly
dominated by California sagebrush (Artemisia calijbmica), or California buckwheat (Eriogonum
fasciculatum), depending on underlying soil type, water availability, and disturbance history. These
formations may be relatively open, allowing for a diverse complement of emergent, and understory
species, such as blue elderberry, scapellote (Acourtia microcephala), annual bur -sage, big sagebrush
(Artemisia tridentata ssp. tridentata), California thistle, California aster, pine -leaf goldenbush (Ericameria
pinjtblia), golden yarrow (Eriophyllum conftrtiflorum var. conftrtiflorum), slender sunflower (Helianthus
gracilentus), spineless horsebrush (Tetradymia canescens), thick -leaved yerba santa (Eriodictyon crassijblium),
beavertail cactus (Opuntia basilaris var. basilaris), deerweed, bishop's lotus (Lotus strigosus), chia sage
(Salvia columbariae var. columbariae), purple sage (Salvia leucophylla), black sage (Salvia melliftra), California
wishbone bush (Mirabilis laevis var. crassijblia), California suncups (Camissonia calijbmica), Turkish rugging
(Chorizanthe staticoides), wavy -leaf soap plant, Whipple's yucca (Yucca whipplei), giant wildrye (Leymus
condensatus), Coast Range melic, foothill needlegrass (Nassella lepida), purple needlegrass (Nassella
pulchra), one-sided bluegrass, common goldenstar, and bluedicks.
Scrub communities on site are mapped on Figure 4.2-1 as California sagebrush scrub (32.010.00) and
California buckwheat scrub (32.040.00)
Chaparral formations
Chaparral communities are the typical shrubland formations on north facing slopes, and are dominated
primarily by hoaryleaf ceanothus (Ceanothus crassijblius), buckbrush (C. cuneatus), and chemise
(Adenostomafasciculatum). Additional species in the shrub canopy of chaparral communities include blue
elderberry (Sambucus nigra ssp. caerulea), chaparral currant (Ribes malvaceum), pink -flowered bushmallow
(Malacothamnus marrubioides), redberry (Rhamnus crocea), mountain mahogany (Cercocarpus betuloides var.
betuloides), toyon (Heteromeles arbutijblia), and hollyleaf cherry (Prunus ilicitblia ssp. ilicijblia).
Chaparrals on site are mapped on Figure 4.2-1 as chemise chaparral (37.101.00) and hoaryleaf ceanothus
chaparral (37.208.00).
Riparian communities
Along drainages and swales, where higher soil moisture allows the growth of plant species not
commonly seen elsewhere on site, distinct vegetation types have been delineated. These are not extensive
and are not supported by relatively permanent sources of surface water. Nevertheless, they represent
vegetation types that are characteristic of headwater channels and coast live oak (Quercus agrifolia var.
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agrijblia), Fremont cottonwood (Populus ftemontii ssp. ftemontii), and arroyo willow (Salix lasiolepis) may
achieve localized dominance along these features, especially in lower portions of the site. Elsewhere,
vegetation type within drainages and swales areas is differentiated from that of upland areas by a greater
cover of an assortment of species requiring higher moisture availability, including blue elderberry, skunk
bush (Rhus aromatica), poison -oak (Toxicodendron diversilobum), mulefat (Baccharis salicijblia), golden
currant (Ribes aureum), and giant wildrye (Leymus condensatus).
Because of the diversity and patchy distribution of dominant species within these comrnunities, they have
not been assigned an alliance name corresponding to the List of California Vegetation Alliances, but are
instead mapped as "riparian" on Figure 4.2-1.
Vernal pool
A southern vernal pool (44.300.00) is present on site within a landslide depression surrounded by
undulating terrain. Vegetation within the pool and along its banks is markedly distinct from the
surrounding vegetation type and includes clustered tarplant, western marsh cudweed (Gnaphalium
palustre), dwarf wooly -heads (Psilocarphus brevissimus var. brevissimus), vernal pool boiscluvalia (Epilobium
pygmaeum), Moran's nosegay (Navarretia fossalis), longstem spikerush (Eleocharis macrostachya), western
toad rush (funcus bujbnius var. occidentalis), and annual hairgrass (Deschampsia danthonioides).
Hillside seep
A small area (approximately 0.05 acre) in the southwestern portion of the site supports hydrophytic
vegetation surrounding a seep (45.000.00). Vegetation here is dominated by Mexican wire rush Yuncus
mexicanus).
Disturbed areas
Disturbed areas are primarily associated with dirt roads and trails. These support native and non-native
annual and short-lived perennial species, including annual bur -sage, tocolote, California aster, telegraph
weed (Heterotheca grandiflora), summer mustard, eastern rocket (Sisymbrium orientale), rattlesnake weed
(Chamaesyce albomarginata), castor -bean (Ricinus communis), Santa Barbara milkvetch (Astragalus
trichopodus), deerweed, bishop's lotus, stinging lupine (Lupinus hirsutissimus), blunt -leaved lupine
(L. truncatus), burclover, yellow sweet -clover, red -stem filaree, chia sage, California buckwheat, tree
tobacco (Nicotiana glauca), slender oat (Avena barbata), ripgut brome (Bromus diandrus), soft chess
(B. hordeaceus), red brome (B. madritensis ssp. rubens), Arabian splitgrass (Schismus arabicus), and mouse -
tail fescue (Vulpia myuros).
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Ronson's morning�glory, Moran's nosegay, and slender mariposa lily are special -status plant species;
these and other potentially occurring special -status plant species are discussed in greater detail in
Sensitive Biological Resources, below.
Wildlife
This section discusses common wildlife species observed or potentially occurring on the Via Princessa
Road Alignment project site. Special -status wildlife species observed or potentially occurring on the
project site are discussed in greater detail in Sensitive Biological Resources, below.
Amphibians
On-site drainages and the vernal pool provide habitat for amphibians. Pacific chorus frog (Pseudacris
regilla) was heard in drainages, and tadpoles and metamorphs of western spadefoot (Spea hammondii)
were observed in association with the vernal pool.
Reptiles
Reptile species observed on the project site include San Diego alligator lizard (Elgaria multicarinata webbii),
Great Basin fence lizard (Sceloporus occidentalis longipes), California side -blotched lizard (Uta stansburiana
elegans), coastal whiptail (Aspidoscelis tigris stejnegeri), San Diego gopher snake (Pituophis cateniftr
annectens), and southern Pacific rattlesnake (Crotalus helleri). Common reptile species are expected to be
abundant throughout the project site.
Birds
Species observed during most of the nine gnatcatcher survey visits and that may be presumed to utilize
the site and adjacent off-site areas as resident, breeding, or over -wintering species include California
quail (Callipepla calijbmica), Cooper's hawk (Accipiter cooperii), red-tailed hawk (Buteo jamaicensis),
mourning dove (Zenaida macroura), Anna's hummingbird (Calypte anna), Costa's hummingbird (Calypte
costae), black phoebe (Sayornis nigricans), Say's phoebe (Sayornis saya), Cassin's kingbird (Tyrannus
vociftrans), western scrub -jay (Aphelocoma califtnica), common raven (Corvus corax), Bewick's wren
(Thryomanes bewickii), wrentit (Chamaea fasciata), California thrasher (Toxostoma redivivum), California
towhee (Pipilo crissalis), house finch (Carpodacus mexicanus), and lesser goldfinch (Carduelis psaltria).
Although observed only twice during surveys, greater roadrunner (Geococcyx califtnianus) is also
presumed to be resident on the site, as it is a non -migratory species.
Additional species observed a small number of times and presumed to utilize the site rarely or during
migration include turkey vulture (Cathartes aura), osprey (Pandion haliaetus), sharp -shinned hawk
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(Accipiter striatus), merlin (Falco columbarius), peregrine falcon (Falco peregrinus), rock pigeon (Columba
livia), Vaux's swift (Chaetura vauxi), Allen's hummingbird (Selasphorus sasin), Nuttall's woodpecker
(Picoides nuttallii), northern flicker (Colaptes auratus), ash -throated flycatcher (Myiarchus cinerascens),
western kingbird (Tyrannus verticalis), loggerhead shrike (Lanius ludovicianus), cliff swallow (Petrochelidon
pyrrhonota), bushtit (Psaltriparus minimus), house wren (Troglodytes aeclon), ruby -crowned kinglet (Regulus
calendula), blue -gray gnatcatcher (Polioptila caerulea), western bluebird (Sialia mexicana), American robin
(Turdus migratorms), northern mockingbird (Mimus polyglottos), European starling (Stumus vulgaris),
American pipit (Anthus rubescens), yellow-rumped warbler (Dendroica coronata), spotted towhee (Pipilo
maculatus), chipping sparrow (Spizella passerina), vesper sparrow (Pooecetes gramineus), savannah sparrow
(Passerculus sandwichensis), fox sparrow (Passerella iliaca), Lincoln's sparrow (Melospiza lincolnii),
white -crowned sparrow (Zonotrichia leucophrys), golden -crowned sparrow (Zonotrichia atricapilla),
dark -eyed junco Yunco hyemalis), black -headed grosbeak (Pheucticus melanocephalus), western meadowlark
(Sturnella neglecta), Lawrence's goldfinch (Carcluelis lawrencei), and American goldfinch (Carduelis tristis).
Of the bird species observed on site, Cooper's hawk, Vaux's swift, and loggerhead shrike are included on
the CDFG List of Special Animals. An additional three species have recently been identified as Los
Angeles County Bird Species of Special Concern2 due to declining and vulnerable populations in the
County: greater roadrunner, vesper sparrow, and western meadowlark. These are discussed in greater
detail in Sensitive Biological Resources, below.
Mammals
Mammal species observed on the project site, either directly or through sign such as scat, tracks, or
burrows include mule deer (Odocoileus hemionus), coyote (Canis latrans), bobcat (Lynx rufus), desert
cottontail (Sylvilagus audubonii), Botta's pocket gopher (Thomomys bottae), dusky -footed woodrat (Neotoma
Juscipes), and California ground squirrel (Spermophilus beecheyi). Several common burrowing rodent
species are also expected based on the presence of suitable habitat and burrows. These include California
pocket mouse (Chaetodipus calijbrnicus), agile kangaroo rat (Dipodomys agilis), California vole (Microtus
calijbrnicus), California mouse (Peromyscus calijbrnicus), and cleermouse (Peromyscus maniculatus).
2 Allen, LR et al. 2009. Los Angeles County's Sensitive Bird Species. Westeno Tanago, 75(3). January/February 2009.
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Wildlife Habitat Linkages
Wildlife corridors are described as pathways or habitat linkages that connect discrete areas of natural
open space that are otherwise separated or fragmented by topography, changes in vegetation type, and
other natural or human induced factors such as urbanization. The fragmentation of natural habitat creates
isolated "islands" of vegetation type that may not provide sufficient area or resources to accommodate
sustainable populations for a number of species. These corridors
• allow animals to move between remaining habitats to replenish depleted populations and increase
the available gene pool;
• provide escape routes from fire, predators and human disturbances, thus reducing the risk that
catastrophic events (such as fire or disease) will result in population or species extinction; and
• serve as travel paths for individual animals moving throughout their home range in search of food,
water, mates, and other needs, or for dispersing juveniles in search of new home ranges.
South Coast Missing Linkages is an inter -agency effort to identify and conserve the highest priority
linkages in the South Coast Ecoregion. Partners in the effort include South Coast Wildlands, National
Park Service, US Forest Service, California State Parks, The Wildlands Conservancy, The Resources
Agency, California State Parks Foundation, The Nature Conservancy, Santa Monica Mountains
Conservancy, Resources Legacy Foundation, Conservation Biology Institute, San Diego State University
Field Stations Program, Environment Now, Mountain Lion Foundation, and the Zoological Society of San
Diego's Conservation and Research for Endangered Species, among others. The South Coast Missing
Linkages project has developed a comprehensive plan for a regional network that would maintain and
restore critical habitat linkages between existing open space reserves. The project site does not lie within
any of the regionally designated linkages identified by South Coast Missing Linkages, the nearest of
which is the San Gabriel — Castaic Connection, which lies approximately 5 miles to the east of the project
site.
Although not identified within the San Gabriel — Castaic Linkage, a local corridor is present adjacent to
the project site, connecting Placenta Canyon to the Santa Clara River through relatively undeveloped,
albeit disturbed, habitat areas west of Golden Valley Road. Disturbances within the corridor are the
results of previous oil extraction and aerospace research activities within Quigley Canyon and the
Whitaker-Bermite property, respectively. This "Quigley-Whitaker-Bermite corridor" provides habitat for
most of the common animal species to be found within the Santa Clarita Valley. Medium to large -bodied
animal species, such as mule deer, coyote, and bobcat are likely to cross Golden Valley Road in order
move into and out of the project site from areas within the Quigley-Whitaker-Bermite corridor from time
to time. However, because of its "cul-de-sac" configuration with respect to the Quigley-Whitaker-Bermite
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corridor, the project site itself does not provide through -movement opportunity, and is not expected to
comprise an important part of any regional movement corridor.
SENSITIVE BIOLOGICAL RESOURCES
The following discussion focuses on those species and plant communities considered by state or federal
resource agencies, and by recognized conservation organizations, to be of special -status, that are known
to occur, or could potentially occur on the project site. A list of all plant and wildlife species, both
common and special -status, observed on the project site is found in Appendix 4.2.
Special -Status Plants
Special -status plants include those species that are state or federally listed as Rare, Threatened, or
Endangered; federal Candidates for listing; proposed for state or federal listing; or included on Lists 1, 2,
3, or 4 of the CNPS Inventory of Rare and Endangered Plants of California (CNPS Inventory). Plants
included on the CNPS Inventory are classified as follows:
• List LA: plants presumed extinct in California
• List 113: plants Rare, Threatened, or Endangered in California and elsewhere
• List 2: plants Rare, Threatened, or Endangered in California, but more common elsewhere
• List 3: plants about which more information is needed —a review list
• List 4: plants of limited distribution—a watch list.
Based on a review of the CNDDB and CNPS databases and the results of surveys conducted on the Via
Princessa Road Alignment project site, a total of 23 special -status plant species were identified as
occurring in the region3.
Special -status plant species that were observed on the project site during focused surveys include
Peirson's morning�glory (Calystegia peirsonii), Moran's nosegay (Navarretia fossalis), and slender mariposa
lily (Calochortus clavatus var. gracilis).
3 For the purposes of this analysis, the project region is considred to be the nine -quad region containing the project
site—USGS quads Mint Canyon, Green Valley, Sleepy Valley, Newhall, Oat Mountain, Warm Springs Mountain,
Agua Dulce, San Fernando, and Sunland.
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Peirson's morning-glory is a CNPS List 4.2 plant, typically found in chaparral, coastal scrub, chenopod
scrub, cismontane woodland, lower montane coniferous forest, and grasslands. It is relatively common in
annual grasslands on site; however, due to the low sensitivity status of the species, observations were not
mapped.
Moran's nosegay is a federally listed Threatened and CNPS List 113.1 species, reported from chenopod
scrub, freshwater marshes and swamps, playas, and vernal pools. This species is relatively common
within the on-site vernal pool, and occurs nowhere else on the project site. Within Los Angeles County,
the only other extant populations of this species are known from the Cruzan Mesa vernal pool complex,
approximately 4 miles northeast of the project site.4
Slender mariposa lily is a CNPS List 113.2 plant, typically found in chaparral, coastal sage scrub, and
grasslands, often on clay or rocky soils. A population of this species is present within the foothill
needlegrass grassland mapped on north -facing slopes, north of the vernal pool. In 2010, the on-site
population comprised approximately 30 flowering individuals.
The special -status plant species identified in Table 4.2-2, Special -Status Plant Species Documented in
the Project Area but not Observed on the Project Site, are known to occur in the project region and were
target species of the focused plant surveys conducted on, and in the vicinity of, the Via Princessa project
site. None of these species were observed on the project site. Although not detected during surveys
conducted in spring 2010, the potential of some of these species to occur on the site in future seasons
cannot be entirely ruled out.
4 Consortium of California Herbaria. 2010. Accession Results for Navaffetia fossalis. Available at
uoeps.berkeley.edu/consortium
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Oaks
Pursuant to the City of Santa Clarita's Oak Tree Preservation and Protection Guidelines (adopted
September 11, 1990): removal, pruning, cutting, or encroachment into the "protected zone" of any tree of
the oak genus (Quercus) that is 6 inches in circumference (1.91 inches in diameter), as measured 4.5 feet
above the mean natural grade (i.e., diameter at breast height [dbh]), is unlawful without first obtaining an
oak tree permit. A Heritage oak tree is any oak tree with a dbh of 34 inches or more, or in the case of
multiple trunk oak trees, two trunks with a combined dbh of 22 inches or greater.
The protected zone is "a specifically defined area totally encompassing an oak tree within which work
activities are strictly controlled. Using the dripline as a point of reference, the protected zone shall
commence at a point 5 feet outside of the dripline and extend inwards to the trunk of the tree. In no case
shall the protected zone be less than 15 feet from the trunk of an oak tree." Damage is defined as, "any
action undertaken which causes or tends to cause injury, death, or disfigurement to a tree. This includes,
but is not limited to, cutting, poisoning, burning, overwatering, relocating, or transplanting a protected
tree, changing or compacting the natural grade within he protected zone of an oak tree, changing
groundwater levels or drainage patterns, or trenching, excavating or paving within the protected zone of
an oak tree."
Oak trees on site are present on lower portions of north facing slopes and within drainages in the
central -western portion of the project site. Based upon a site survey and review of aerial photographs, it
has been determined that a minimum of 12 oak trees are present within the project area, ranging in size to
2 feet in diameter. These are all located within areas mapped as "riparian" on Figure 4.2-1.
Sensitive Plant Communities
The CDFG Biogeographic Data Branch, Vegetation Classification and Mapping Program, has developed a
List of California Vegetation Alliances, which was used as the classification system for this document.
The most recent version of this list, dated December 2009 provides the currently accepted list of
vegetation type Alliances. It is based on the classification put forth in the second edition of "A Manual of
California Vegetation,"5 which is the California expression of the National Vegetation Classification.6
One of the primary purposes of the classification is to assist in the location and determinations of
significance and rarity of vegetation types for tracking purposes in the California Natural Diversity
Database (CNDDB). Thus, ranking of types by their rarity and threat is an important facet of the
5 (Sawyer et al. 2009)
6 (Grossman et al. 1998)
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classification. This list assigns "Global" and "State" rankings, 1 through 5, using NatureServe's standard
heritage program methodology.7 Alliances given a G1 through a G3 code are considered sensitive.
Alliances given a G4 or G5 code are generally considered common enough to not be of concern. However,
it does not mean that certain associations contained within them are not rare, particularly within the state.
For some, inadequate data are available to determine rarity, and these are marked with a "?"
One of the nine plant communities on the Via Princessa Road Alignment project site, foothill needlegrass
grassland (G3? S3?8), is denoted as GL G2, or G3 by CDFG9 and is therefore considered sensitive. In
addition, riparian communities and the vernal pool are considered sensitive due to their regulatory status
and the habitat they provide for Rare and Endangered species. Please see Vegetation, above, for a more
detailed discussion of these plant communities and their distributions on the project site.
Special -Status Wildlife
Special -status wildlife species include those that are state or federally listed as Threatened or
Endangered, proposed for listing as Threatened or Endangered, designated as state or federal candidates
for listing, considered state Species of Special Concern, or considered a state Fully Protected Animal.
Based on a review of the CNDDB, the Los Angeles Audubon list of Los Angeles County's Sensitive Bird
Species, and the biological documentation prepared for the project site and the greater Via Princessa
project area, a total of 51 special -status wildlife species were identified that are known to occur in the
project region or that may potentially utilize the project site during a sensitive phase of their life histories.
Of these 51 species, 20 are not expected due to reasons of habitat unsuitability or geographic range. The
remaining 31 species that may potentially occur on site or that were directly observed during the course
of surveys are vernal pool fairy shrimp (Branchinecta lynchi), San Diego fairy shrimp (13. sandiegonensis),
Riverside fairy shrimp (Streptocephalus woottoni), western spadefoot (Spea hammondii), silvery legless
lizard (Anniella pulchra pulchra), coastal whiptail (Aspidoscelis tigris stejnegeri), rosy boa (Charina trivirgata),
San Diego banded gecko (Coleonyx variegatus abbottii), San Bernardino ringneck snake (Diadophis punctatus
modestus), coast horned lizard (Phrynosoma blainvillii), coast patch -nosed snake (Salvadora hexalepis
virgultea), Cooper's hawk (Accipiter cooperi), Southern California rufous -crowned sparrow (Aimophila
ruficeps canescens), grasshopper sparrow (Ammodramus savannarum), Bell's sage sparrow (Amphispiza belli
belli), burrowing owl (Athene cunicularia), oak titmouse (Baeolophus inornatus), Costa's hummingbird
(Calypte costae), Lawrence's goldfinch (Carduelis lawrencei), California horned lark (Eremophila alpestris
7 http://�.natureserve.org/�plorer/ranking.htm#interpret
8 Alliances marked with a "?" in the List of California Vegetation Alliances are those for which limited data are
available regarding rarity.
9 CDFG, "Vegetation Classification and Mapping Program, List of California Vegetation Alliances" (2007D).
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actia), greater roadrunner (Geococcyx calijbmianus), loggerhead shrike (Lanius ludovicianus), Allen's
hummingbird (Selasphorus sasin), pallid bat (Antrozous pallidus), spotted bat (Euderma maculatum), western
mastiff bat (Eumops perotis calijbmicus), hoary bat (Lasiurus cinereus), San Diego black -tailed jackrabbit
(Lepus calijbrnicus bennettii), San Diego desert woodrat (Neotoma lepida intertnedia), southern grasshopper
mouse (Onychomys torridus ramona), and American badger (Taxidea taxus).
Table 4.2-3, Special -Status Wildlife Species Observed or Potentially Occurring on the Project Site,
identifies these species and provides the species' listing status, habitat requirements, and potential for
occurrence.
JURISDICTIONAL WETLANDS AND DRAINAGES
USACE jurisdiction
Wetlands, creeks, streams, and permanent and intermittent drainages are generally subject to the
jurisdiction of the USACE under Section 404 of the federal Clean Water Act. The USACE has jurisdiction
up to the "ordinary high water mark" of rivers, creeks, and streams that are considered "waters of the
US" as defined by the Clean Water Act. If adjacent wetlands are also present, the limits of jurisdiction
extend beyond the ordinary high water mark to the outer edge of such wetlands. Wetlands are defined by
USACE as "those areas that are inundated or saturated by surface or groundwater at a frequency or
duration to support, and under normal circumstances do support, a prevalence of vegetation typically
adapted for life in saturated soil conditions."10 The presence and extent of wetland areas are normally
determined by examination of the vegetation, soils, and hydrology of a site. The USACE definition of
wetlands requires that all three wetland identification criteria be met.
CDFG jurisdiction
Streambeds within the project site are subject to regulation by the CDFG under Section 1602 of the
California Fish and Game Code. A stream is defined under these regulations as a body of water that
flows at least periodically or intermittently through a bed or channel having banks, and that supports fish
or other aquatic life. In many cases, CDFG's jurisdiction overlaps substantially with the USACE
jurisdiction.
10 U.S. Army Corps of Engineers (USACE), Corps of Engineers Wetlands Delineation Manual, 1987.
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• Annual mitigation status reporting requirements
• Guidelines for replacement vegetation species palettes
• Guidelines for the design and duration of use of temporary irrigation systems
• Replacement ratios for native riparian trees
PROJECT IMPACTS
Significance Threshold Criteria
Significant impacts of proposed development on the project site were determined from criteria included
in the Cali/brnia Environmental Quality Act (CEQA) Guidelines. As stated in Appendix G of the 2007 State
CEQA Guidelines, a project could have a significant impact on the environment if it would result in any of
the following:
Substantial adverse effect, either directly or through habitat modifications, on any species identified
as a candidate, sensitive, or special -status species in local or regional plans, policies, or regulations, or
by the CDFG or USFWS.
Substantial adverse effect on any riparian habitat or other sensitive natural community identified in
local or regional plans, policies, regulations, or by the CDFG or USFWS.
Substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean
Water Act (including but not limited to, marsh, vernal pool, coastal, etc.) through direct removal,
filling, hydrological interruption, or other means.
Interfere substantially with the movement of any native resident or migratory fish or wildlife species
or with established native resident or migratory wildlife corridors, or impede the use of native
wildlife nursery sites.
Conflict with any local policies or ordinances protecting biological resources, such as a tree
preservation policy or ordinance.
Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community
Conservation Plan, or other approved local, regional, or state habitat conservation plan.
Section 15065(a) of the State CEQA Guidelines also states that a project may have a significant effect on the
environment when the project has the potential for the following:
• Substantially degrade the quality of the environment
• Substantially reduce the habitat of a fish or wildlife species
• Cause a fish or wildlife population to drop below self-sustaining levels
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0 Threaten to eliminate a plant or animal community
0 Substantially reduce the number or restrict the range of an Endangered, Rare, or Threatened species
These significance criteria are applied to the proposed project
Impact Analysis
Direct impacts represent the physical alteration (typically habitat degradation or loss) of biological
resources that occur on site as a result of project implementation. Indirect impacts are those reasonably
foreseeable effects caused by project implementation on remaining or adjacent biological resources. The
significance of this alteration, with respect to CEQA, is determined by evaluating the impact in terms of
each of the significance threshold criteria defined above. For example, if habitat alteration results in a
direct or indirect loss or causes an otherwise substantial adverse effect on a species identified as a
,candidate, sensitive, or special -status species in local or regional plans, policies, or regulations or by the
CDFG or USFWS," impacts would be considered significant, assuming appropriate compensatory or
other mitigation is not available or feasible. Similarly, if the alteration of habitat results in a substantial
adverse effect on a natural community identified as sensitive "in local or regional plans, policies, or
regulations, or by the CDFG or USFWS," then this alteration would be considered a significant impact.
An evaluation of whether an impact on biological resources would be "substantial," and, therefore, a
significant impact, must consider both the resource itself and the significance threshold criteria being
evaluated. For example, because most plant and animal species are dependent on native habitats to
satisfy various life cycle requirements, a habitat -based approach that addresses the overall biological
value of a particular vegetation type or habitat area is appropriate when determining whether or not
alteration of that habitat will "substantially" affect special -status species, sensitive habitats, wetlands, or
movement corridors. The relative biological value of a particular habitat area—its functions and values—
can be determined by such factors as disturbance history, biological diversity, its importance to particular
plant and wildlife species, its uniqueness or sensitivity status, the surrounding environment, and the
presence or absence of special -status resources.
However, direct impacts to project and wildlife resources (e.g., active nests and individual plants and
animals) are also evaluated and discussed when impacts to these resources, in and of themselves, could
be considered significant or conflict with local, state, and federal statutes or regulations. The significance
of direct impacts on individuals or populations of plant and animal species takes into consideration the
number of individual plants or animals potentially affected, how common or uncommon the species is
both on the project site and from a regional perspective and the species' sensitivity status according to
resource agencies. These factors are evaluated based on the results of on-site biological surveys and
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Common Plant Communities and Land Covers
California annual grassland — The project site contains 13.0 acres of California annual grassland, all of
which could potentially be disturbed by the proposed project. Given the altered condition of this
vegetation type and that this habitat type is not considered a sensitive natural community by resource
agencies, the loss of California annual grassland would be a less than significant impact.
California sagebrush scrub — The project site contains 10.4 acres of California sagebrush scrub, all of
which could potentially be disturbed by the proposed project. Given that this habitat type is not
considered a sensitive natural community by resource agencies, the loss of California sagebrush scrub
would be a less than significant impact
California buckwheat scrub — The project site contains 10.2 acres of California buckwheat scrub, all of
which could potentially be disturbed by the proposed project. Given that this habitat type is not
considered a sensitive natural community by resource agencies, the loss of California buckwheat scrub
would be a less than significant impact.
Chamise chaparral — The project site contains 33.1 acres of chemise chaparral, all of which could
potentially be disturbed by the proposed project. Given that this habitat type is not considered a sensitive
natural community by resource agencies, the loss of chemise chaparral would be a less than significant
impact.
Hoaryleaf ceanothus chaparral — The project site contains 23.9 acres of hoaryleaf ceanothus chaparral, all
of which could potentially be disturbed by the proposed project. Given that this habitat type is not
considered a sensitive natural community by resource agencies, the loss of hoaryleaf ceanothus chaparral
would be a less than significant impact
Disturbed areas — The project site contains 7.3 acres of disturbed areas, all of which could potentially be
disturbed by the proposed project. Given the altered condition of this vegetation type and that this
habitat type is not considered a sensitive natural community by resource agencies, the loss of disturbed
areas would be a less than significant impact.
Wildlife Habitat Loss
The entire project site provides habitat for wildlife. The proposed project could potentially result in the
permanent or temporary conversion of up to 102.0 acres of wildlife habitat, including disturbed and
undisturbed upland and riparian types. Up to 13.0 acres of California annual grasslands, 0.7 acre of
foothill needlegrass grassland, 10.4 acres of California sagebrush scrub, 10.2 acres of California
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buckwheat scrub, 33.1 acres of chemise chaparral, 23.9 acres of hoaryleaf ceanothus chaparral, 1.9 acres of
riparian communities, and 0.19 acre of vernal pool habitat could be temporarily or permanently removed
for the construction of the proposed project. As summarized in Common Wildlife, above, and
Table 4.2-5, the Via Princessa East Extension project site provides habitat for a variety of common and
special -status wildlife species. Given the acreage of habitats to be developed or temporarily disturbed, the
loss of habitat for common and special -status wildlife species would be a significant impact absent
mitigation. Implementation of Mitigation Measures MM 4.2-1 through MM 4.2-6 would replace
vegetation values temporarily or permanently removed, and would reduce the project impacts to
riparian -dependent and non -vernal pool upland -dependent species to below a level of significance.
Impacts to vernal -pool dependent species are not mitigable and would remain significant subsequent to
project construction.
Impacts to Common Wildlife
In addition to the impacts to vegetation types and wildlife habitat, construction and grading activities
associated with the proposed project would directly disturb individuals of common wildlife species on
the project site. In particular, species of low mobility (particularly small mammals, amphibians, and
reptiles) would be eliminated during site preparation and construction. During the construction period,
some individuals may emigrate from the project site and become vulnerable to mortality by predation,
auto collisions, and unsuccessful competition for food and territory.
Project implementation is not expected to reduce regional populations of common wildlife species to
below self-sustaining levels. Consequently, impacts to common marnmal and reptile species would be
less than significant. Nonetheless, implementation of Mitigation Measure MM 4.2-7 would provide less
mobile wildlife species the opportunity to move from the disturbance area into adjacent undisturbed
habitat.
Construction activities also could result in the direct loss or abandonment of active nests by adult birds of
common bird species. The Migratory Bird Treaty Act and the California Fish and Game Code protect
active nests of native bird species.12 Therefore, any construction -related loss of active nests of common
bird species would conflict with these federal and state laws and would be considered a significant
impact. Implementation of Mitigation Measure MM 4.2-8 would ensure compliance with state and
federal laws protecting active bird nests and would eliminate this potential impact.
12 (See 16 USC §§703-712; see also California Fish and Game Code Sections 3503, 3513.)
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Special -status Plant Species
As shown in Table 4.2-2, above, the following special -status plant species were eliminated from further
consideration because they were determined not to be potentially present on the project site: Braunton's
milk -vetch, Nevin's barberry, white-bracted spineflower, Santa Susana tarplant, slender -horned
spineflower, San Gabriel bedstraw, Newhall sunflower, Los Angeles sunflower, Ross's pitcher sage,
Davidson's bushmallow, short joint beavertail, and Mt. Pinos onion.
Special -status plant species that were observed on the project site during the focused special -status plant
surveys include Peirson's morning�glory, Moran's nosegay, and slender mariposa lily.
The following special -status plant species are considered to have a low potential to be present on the site
despite not having been detected during surveys in spring 2101: round -leaved filaree, southern tarplant,
San Fernando Valley spineflower, Parry's spineflower, Palmer's grapplinghook, Prute Mountains
Navarretia, chaparral ragwort, Greata's aster, Plummer's mariposa lily, and California Orcutt grass.
Impacts to these species are discussed below.
Peirson's morning-glory is a CNPS List 4.2 plant. This species is typically found in chaparral, coastal
scrub, chenopod scrub, cismontane woodland, lower montane coniferous forest, and grasslands. The
proposed project would result in the loss of Peirson's morning-glory from the project site. While never
abundant, Peirson's morning-glory occurs throughout the Via Princessa project area within grasslands.
Given the low sensitivity status of the species, observations were not mapped. CNPS List 4 plants are not
considered Rare from a statewide perspective, are not defined as Rare, Threatened, or Endangered
pursuant to the California Endangered Species Act, are not eligible for state listing as Threatened or
Endangered, and the vulnerability or susceptibility to threats on a statewide basis are considered low at
this time,13 the loss of Peirson's morning�glory would therefore not be considered a substantial adverse
effect on a special -status species. Nor would it be expected to reduce regional populations of the species
to below self-sustaining numbers. Thus, impacts to Peirson's morning�glory would be less than
significant.
Slender mariposa lily is a CNPS List 113 plant. The proposed project would result in the loss or
disturbance of 0.7 acre of foothill needlegrass grassland occupied by slender mariposa lily (see "Foothill
needlegrass grassland," Figure 4.2-1). Given the sensitivity of this species, impacts to this species are
considered significant. Mitigation Measure MM 4.2-9 would reduce impacts to this species to below a
level of significance.
13 CNPS, The CNPS Ranking System. Available at http://�.mps.org/mps/rareplmts/ranking.php
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Moran's nosegay is a federally listed Threatened and CNPS List LBT species, reported from chenopod
scrub, freshwater marshes and swamps, playas, and vernal pools. This species is relatively common
within the on-site vernal pool, and occurs nowhere else on the project site. Within Los Angeles County,
the only other extant populations of this species are known from the Cruzan Mesa vernal pool complex,
approximately 4 miles northeast of the project site. The proposed project would result in the loss of
0.19 acre of Moran's nosegay habitat. Cruzan Mesa is an active filmmaking site and is regularly disturbed
by filmmaking activities, and is therefore not suitable as a mitigation site for this species. Given the rarity
of Moran's nosegay and that no viable habitat is available in Los Angeles County for preservation; the
project -related loss of this species is an unavoidable significant impact.
Protected Oak Trees
As previously discussed (Oaks, above), the City of Santa Clarita protects individuals of any species in the
genus Quercus that are at least 6 inches in circumference (1.91 inches in diameter), as measured 4.5 feet
above the mean natural grade. A Heritage oak tree is any oak tree with a dbh of 34 inches or more, or in
the case of multiple trunk oak trees, two trunks with a combined dbh of 22 inches or greater.
The City of Santa Clarita requires that all potential impacts to oak trees be preceded by an application to
the City that includes a detailed oak tree report and that loss of or damage to protected oaks be mitigated
at a minimum 2:1 ratio.
Based upon general biological surveys of the project site, it has been determined that, a minimum of
12 oak trees may be removed for project construction. The removal of or encroachment to oak trees as a
result of project construction would be considered a significant impact under both the City of Santa
Clarita and CEQA.
Replacement oak trees would be planted in the number necessary to comply with the requirements
stipulated in the Oak Tree Permit issued by the City. Compliance with the permit conditions and
implementation of Mitigation Measure MM 4.2-10 would reduce impacts to oak trees to below a level of
significance.
Special -Status Wildlife Species
Certain special -status wildlife species that are known to occur in the project region were eliminated from
further consideration in this analysis because the project site lacks suitable habitat to support the species
as a resident or nesting species or because surveys have established that the species is not expected to
utilize the project site. As shown in Table 4.2-3, these species include the following: monarch butterfly,
Santa Ana sucker, unarmored threespine stickleback, arroyo chub, Santa Ana speckled clace, arroyo toad,
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California red -legged frog, Sierra Madre yellow -legged frog, western pond turtle, two -striped garter
snake, western yellow -billed cuckoo, white-tailed kite, southwestern willow flycatcher, prairie falcon,
coastal California gnatcatcher, and lodgepole chipmunk.
The following special -status wildlife species were observed during the course of various field surveys
conducted on the project site: vernal pool fairy shrimp, San Diego fairy shrimp, Riverside fairy shrimp,
western spadefoot, coastal whiptail, and loggerhead shrike.
Based on the presence of suitable habitat on the project site, it is reasonable to conclude that certain
special -status species could potentially occur on site prior to grading or construction activities associated
with project implementation. Although not observed during surveys, the following species could occur
on the project site: silvery legless lizard, rosy boa, San Diego banded gecko, San Bernardino ringneck
snake, coast horned lizard, coast patch -nosed snake, Cooper's hawk, Southern California rufous -crowned
sparrow, grasshopper sparrow, Bell's sage sparrow, burrowing owl, oak titmouse, Costa's hummingbird,
Lawrence's goldfinch, California horned lark, Allen's hummingbird, pallid bat, spotted bat, western
mastiff bat, hoary bat, San Diego black -tailed jackrabbit, San Diego desert woodrat, southern grasshopper
mouse, and American badger. For the purposes of the following analysis, these species are presumed to
occur on the project site.
Vernal pool fairy shrimp (Branchinecta lynchi); San Diego fairy shrimp (B. sandiegonensis); Riverside
fairy shrimp (Streptocephalus woottoni). Preliminary fairy shrimp survey results indicate that at least
one fairy shrimp species is present on the project site; however, because individuals of this species were
encysted at the time of their discovery, a conclusive determination has not been made.14 Provisionally,
and for the purposes of this analysis, all three potentially occurring species are presumed to be present.
Suitable habitat is present for each of these three fairy shrimp species within the on-site vernal pool.
Within Los Angeles County, the only other extant populations of these species are known from the
Cruzan Mesa vernal pool complex, approximately 4 miles northeast of the project site. The proposed
project would result in the loss of 0.19 acre of vernal pool habitat. Cruzan Mesa is an active filmmaking
site and is regularly disturbed by filmmaking activities, and is therefore not suitable as a mitigation site
for these species. Given the rarity of these species and that no viable habitat is available in Los Angeles
County for preservation; the project -related loss of these species is an unavoidable significant impact.
Prior to any ground disturbing activities, the project proponent will need to comply with the provisions
of the Federal Endangered Species Act, including Section 7 consultation in conjunction with USACE 404
permit processing, for the take of a federally listed species.
14 Juhasz, T. Email communication to Joe Decruyenaere, dated July 15, 2010.
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Western spadefoot (Spea hammondii). The western spadefoot is a Bureau of Land Management Sensitive
Species and a California Species of Special Concern. The species prefers open areas with sandy or
gravelly soils in a variety of habitats, including mixed woodlands, grasslands, coastal sage scrub,
chaparral, sandy washes, river floodplains, alluvial fans, playas, and alkali flats. Western spadefoots were
observed on site in spring 2010 within the vernal pool, and the species has not otherwise been detected on
site, although suitable conditions for this species exist in depressions elsewhere on the site. Depending on
the number and extent of western spadefoot on the site that would be disturbed or removed, the loss of
this species would be a potentially significant impact. Implementation of Mitigation measure MM 4.2-11
would reduce impacts to western spadefoot to a less than significant level.
Silvery legless lizard (Anniella pulchra pulchra). The silvery legless lizard is a USDA Forest Service
Sensitive Species and is designated by CDFG as a California Species of Special Concern. This species may
be found in sparsely vegetated areas in a variety of habitats, including beach dunes, chaparral, California
sagebrush scrub, oak woodlands, pine forests, pine -oak woodland, sandy washes, and stream terraces
with sycamores, cottonwoods, or oaks. Suitable habitat is present beneath oak trees and within sandy
soils associated with drainage features on site, and construction -related activities could result in impacts
to individual lizards. Implementation of Mitigation Measure MM 4.2-12 would reduce this impact to a
level that is adverse but not significant.
Coastal whiptail (Aspidoscelis tigris stehnegeri). The coastal whiptail is designated by CDFG as a
California Special Animal. The coastal whiptail is found in a variety of habitats, primarily in areas where
plants are sparse and there are open areas for running. The species is also found in woodland and
strearnside growth and avoids dense grassland and thick shrub growth. Coastal whiptails were observed
during the course of various surveys conducted in 2009 and 2010 surveys, and the subspecies is
considered to occur throughout the site. Construction -related activities could result in impacts to
individual whiptails. Implementation of Mitigation Measure MM 4.2-12 would reduce this impact to a
level that is adverse but not significant.
Rosy boa (Charina trivirgata). The rosy boa is designated by CDFG as a California Special Animal. The
rosy boa inhabits rocky shrubland and desert habitats and is attracted to oases and streams but does not
require permanent water. Rosy boas were not observed during surveys conducted on the project site in
2010; however, suitable habitat is present on site. Construction -related activities could result in the direct
impacts to individual animals. Implementation of Mitigation Measure MM 4.2-12 would reduce this
impact to a level that is adverse but not significant.
San Diego banded gecko (Coleonyx variegatus abbottii) —San Diego banded gecko is a CDFG Special
Animal which inhabits granite or rocky outcrops in coastal scrub and chaparral habitats. Suitable habitat
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is present within rocky areas and steep slopes on site. Construction -related activities could result in the
direct impacts to individual animals. Implementation of Mitigation Measure MM 4.2-12 would reduce
this impact to a level that is adverse but not significant
San Bernardino ringneck snake (Diadophis punctatus modestus). The San Bernardino ringneck snake is
designated by CDFG as a California Special Animal. The ringneck snake is found in moist habitats,
including woodlands, hardwood and conifer forest, grassland, sage scrub, chaparral, croplands,
hedgerows, and gardens. San Bernardino ringneck snakes were not observed during surveys conducted
on portions of the project area in 2010. Suitable habitat occurs at the project site in association with
drainages and other mesic habitats such as north -facing slopes and the vernal pool. Construction -related
activities could result in direct impacts to individual animals. Implementation of Mitigation Measure
MM 4.2-12 would reduce the impacts to the San Bernardino ringneck to a level that is adverse but not
significant.
Coast homed lizard (Phrynosoma blainvillei). The coast horned lizard is listed as a California Species of
Special Concern. The species is found in a wide variety of vegetation types with the requisite loose sandy
soils including California sagebrush scrub, annual grassland, chaparral, oak woodland, riparian
woodland, and coniferous forest. Coast horned lizard was not observed on site during the 2010 surveys,
but suitable habitat is present in many areas of the site. Construction -related activities could result in
impacts to individual horned lizards. Implementation of Mitigation Measure MM 4.2-12 would reduce
this impact to a level that is less than significant.
Coast patch -nosed snake (Salvadora hexalepis virgultea). The coast patch -nosed snake is listed as a
California Species of Special Concern. It occupies desert scrub, coastal chaparral, washes, sandy flats, and
rocky areas. Coast patch -nosed snakes were not observed during surveys conducted on the site in 2010.
Suitable habitat occurs in association with scrub habitat on site, and coast patch -nosed snake is presumed
to occur in areas supporting this habitat type. Construction -related activities could result in direct
impacts to individual animals. Implementation of Mitigation Measure MM 4.2-12 would reduce this
impact to the coast patch -nosed snake to a level that is adverse but not significant.
Cooper's hawk (Accipiter cooperii). The Cooper's hawk is on CDFG Watch List. Cooper's hawks are
found in areas with dense stands of live oak, riparian, or other forest communities near water. The
Cooper's hawk frequents landscapes where wooded areas occur in patches and groves and often uses
patchy woodlands and edges with snags for perching. Cooper's hawk was not observed on site during
2010 survey; however, suitable habitat is present and construction -related activities could result in the
loss or abandonment of active nests on site. Depending on the number and extent of this species' nests on
the site that may be disturbed or removed, the loss of active nests could be a potentially significant
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impact. Implementation of Mitigation Measure MM 4.2-8 would reduce impacts to nesting Cooper's
hawks to a level that is adverse but not significant
Southern California rufous -crowned sparrow (Aimophila ruficeps canescens). The Southern California
rufous -crowned sparrow is on CDFG Watch List. The rufous -crowned sparrow occupies moderate to
steep hillsides that are rocky, grassy, or covered by coastal sage scrub or chaparral. Southern California
rufous -crowned sparrow was not observed on site during 2010 survey; however, suitable habitat is
present and construction -related activities could result in the loss or abandonment of active nests on site.
Depending on the number and extent of this species' nests on the site that may be disturbed or removed,
the loss of active nests could be a potentially significant impact. Implementation of Mitigation Measure
MM 4.2-8 would reduce impacts to nesting Southern California rufous -crowned sparrow to a level that is
adverse but not significant.
Grasshopper sparrow (Ammodramus savannarum). The grasshopper sparrow has been designated by
CDFG as a California Species of Special Concern. The species frequents dense, dry, or well -drained
grassland, especially native grassland with a mix of grasses and forbs for foraging and nesting.
Grasshopper sparrows require fairly continuous native grassland areas with occasional taller grasses,
forbs, or shrubs for song perches. No observations of the grasshopper sparrow have been made within
the project area, but potential habitat exists on site. Depending on the number and extent of this species'
nests that may be disturbed or removed, the loss of active nests would be a potentially significant impact.
Implementation of Mitigation Measure MM 4.2-8 would reduce this impact to a level that is adverse but
not significant.
Bell's sage sparrow (Amphispiza belli belli). The scrub habitats on site provide suitable nesting habitat
for this species. Should this species occur on the site, construction -related activities could result in the loss
or abandonment of active nests during that year's nesting season. Depending on the number and extent
of this species' nests that may be disturbed or removed, the loss of active nests would be a potentially
significant impact. Implementation of Mitigation Measure MM 4.2-8 would reduce this impact to a level
that is adverse but not significant.
Burrowing owl (Athene cunicularia). The burrowing owl is a Bird of Conservation Concern and
designated by CDFG as a California Species of Special Concern. In California, burrowing owls are
yearlong residents of flat, open, dry grassland and desert habitats at lower elevations. They can inhabit
annual and perennial grasslands and scrublands characterized by low -growing vegetation. Burrowing
owl was not observed on site during 2010 survey; however, suitable habitat is present and construction -
related activities could result in the loss or abandonment of active nests on site. Depending on the
number and extent of this species' nests on the site that may be disturbed or removed, the loss of active
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nests could be a potentially significant impact. Implementation of Mitigation Measures MM 4.2-8 and
MM 4.2-13 would reduce impacts to nesting and wintering burrowing owls to a level that is adverse but
not significant
Oak titinouse (Baeolophus inornatus). The oak titmouse is designated by CDFG as a California Special
Animal. Oak titmouses inhabit a variety of habitat types, but are primarily associated with oaks,
especially those in warm, dry habitats. Oak titmouse was not observed on site during 2010 survey;
however, suitable habitat is present and construction -related activities could result in the loss or
abandonment of active nests on site. Depending on the number and extent of this species' nests on the
site that may be disturbed or removed, the loss of active nests could be a potentially significant impact.
Implementation of Mitigation Measure MM 4.2-8 would reduce impacts to this species to a level that is
adverse but not significant.
Costa's hununingbird (Calypte costae). Costa's hummingbird is designated by CDFG as a California
Special Animal. Primary habitats are desert wash, edges of desert riparian and valley foothill riparian
areas, coastal scrub, desert scrub, desert succulent scrub, lower -elevation chaparral, and palm oasis.
Costa's hummingbird was not observed on site during 2010 survey; however, suitable habitat is present
and construction -related activities could result in the loss or abandonment of active nests on site.
Depending on the number and extent of this species' nests on the site that may be disturbed or removed,
the loss of active nests could be a potentially significant impact. Implementation of Mitigation Measure
MM 4.2-8 would reduce impacts to this species to a level that is adverse but not significant.
Lawrence's goldfinch (Carduelis lawrencei). The Lawrence's goldfinch is designated by CDFG as a
California Special Animal. Lawrence's goldfinches are found in cropland and hedgerows, shrubland and
chaparral, conifer, hardwood and mixed woodlands. Lawrence's goldfinch was not observed on site
during 2010 survey; however, suitable habitat is present and construction -related activities could result in
the loss or abandonment of active nests on site. Depending on the number and extent of this species' nests
on the site that may be disturbed or removed, the loss of active nests could be a potentially significant
impact. Implementation of Mitigation Measure MM 4.2-8 would reduce impacts to this species to a level
that is adverse but not significant.
California homed lark (Fremophila alpestris). The California horned lark is on CDFG Watch List.
California horned larks are common and abundant residents in a variety of open habitats, usually where
trees and shrubs are absent. California horned lark was not observed on site during 2010 surveys;
however, suitable habitat is present and construction -related activities could result in the loss or
abandonment of active nests on site. Depending on the number and extent of this species' nests on the
site that may be disturbed or removed, the loss of active nests could be a potentially significant impact.
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Implementation of Mitigation Measure MM 4.2-8 would reduce impacts to this species to a level that is
adverse but not significant
Greater roadrunner (Geococcyx californianus). The greater roadrunner is considered sensitive within Los
Angeles County by Los Angeles Audubon because of habitat loss and resultant population declines
within the County. It is a year-round resident of steep foothill canyons, desert woodland, and coastal sage
scrub. Greater roadrunner was observed on site during the course of California gnatcatcher surveys and
is presumed to breed on site. Construction -related activities could result in the loss or abandonment of
active nests on site. Depending on the number and extent of this species' nests on the site that may be
disturbed or removed, the loss of active nests could be a potentially significant impact. Implementation of
Mitigation Measure MM 4.2-8 would reduce impacts to this species to a level that is adverse but not
significant.
Loggerhead shrike (Lanius ludovicianus). The loggerhead shrike is a Bird of Conservation Concern and
has been designated by CDFG as a California Species of Special Concern. The species occurs most
frequently in riparian areas along the woodland edge, grasslands with sufficient perching and butchering
sites scrublands, and open -canopied woodlands, although they can be quite common in agricultural and
grazing areas and can sometimes be found in mowed roadsides, cemeteries, and golf courses.
Loggerhead shrike was observed on site during coastal California gnatcatcher surveys, and suitable
habitat is present associated with open scrub and grassland margins on site; however, no mapped
locations were recorded. Should this species nest on or immediately adjacent to the site,
construction -related activities could result in the loss or abandonment of active nests. Depending on the
number and extent of active nests on the site that may be disturbed or removed, the loss of active nests
could be a significant impact. In order to avoid this impact to the loggerhead shrike, the project applicant
would implement mitigation measures to reduce the impacts to loggerhead shrike before and during
construction. Implementation of Mitigation Measure MM 4.2-8 would result in the avoidance of impacts
and, therefore, a significant impact would not occur.
Allen's hummingbird (Selasphorus sasin). Allen's hummingbird most commonly occurs within coastal
scrub, valley foothill hardwood, and valley foothill riparian habitats, but also may be common in
closed -cone pine -cypress, urban, and redwood habitats. Nesting habitat for this species is present in all
scrub and chaparral communities on site. If nesting occurs on site, construction -related activities could
result in the loss or abandonment of active nests during that year's nesting season. Depending on the
number and extent of this species' nests on the site that may be disturbed or removed, the loss of active
nests could be a significant impact. Implementation of Mitigation Measure MM 4.2-8 would reduce
impacts to rufous hummingbirds to a level that is adverse but not significant.
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Pallid bat (Antrozous pallidus); spotted bat (Euderina maculatum); westem mastiff bat (Eumops perotis
californicus); hoary bat (Lasiums cinereus). Bat surveys were not conducted on site; however, suitable
roosting habitat for these species is present within trees on site. Should active bat roosts be present,
construction -related activities could result in the direct loss or abandonment of active roost sites.
Depending on the number and extent of roosts that may be disturbed or removed, impacts to
special -status bat species could be significant. Mitigation Measure MM 4.2-14 requires that no earlier
than 30 days prior to the commencement of construction activities, a pre -construction survey shall be
conducted by a qualified biologist to determine whether active roosts of special -status bats are present on
or within 300 feet of the project disturbance boundaries. Should an active maternity roost be identified
(the breeding season of native bat species in California generally occurs from April 1 through August 31),
the roost shall not be disturbed and construction within 300 feet shall be postponed or halted, at the
discretion of the biological monitor, until the roost is vacated and juveniles have fledged, as determined
by the biologist. Mitigation Measure MM 4.2-15 requires the project applicant to prepare and implement
a bat roost site creation plan that would establish alternative roost sites within suitable preserved open
space located at an adequate distance from sources of human disturbance. Implementation of these
mitigation measures would reduce this impact to a level that is not significant.
San Diego black -tailed jackrabbit (Lepus californicus). The San Diego black -tailed jackrabbit is listed as
a California Species of Special Concern. The black -tailed jackrabbit occupies many diverse habitats, but is
primarily found in and regions supporting shortgrass habitats. San Diego black -tailed jackrabbit was not
observed on site during 2010 surveys; however, the species may occur in suitable habitat throughout the
site. Construction -related activities could result in impacts to individual black -tailed jackrabbit.
Implementation of Mitigation Measure MM 4.2-16 would reduce this impact to a level that is adverse
but not significant.
San Diego desert woodrat (Neotoma lepida intertnedia). The San Diego desert woodrat is listed as a
California Species of Special Concern. Desert woodrats are found in a variety of shrub and desert habitats
and are primarily associated with rock outcroppings, boulders, cacti, or areas of dense undergrowth.
Although not directly observed on site during 2010 surveys, this species is presumed to be present within
appropriate habitat areas. Construction -related activities would result in the direct loss of individual
woodrats or active woodrat nests (stick houses). Implementation of Mitigation Measure MM 4.2-16
would reduce the magnitude of impacts to the San Diego desert woodrat to less than significant.
Southern grasshopper mouse (Onychomys torridus). The southern grasshopper mouse is designated by
CDFG as a California Species of Special Concern. The southern grasshopper mouse is found rangewide in
low and scrub and semi -scrub vegetation type, and the subspecies 0. t. ramona (which is the subspecies
designated as a California Species of Special Concern) occurs in grasslands and sparse coastal scrub
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habitats. This species has the potential to occur on site in scrub and grassland habitat. Should this species
occur on site, construction -related activities could result in direct impacts to southern grasshopper mouse
individuals. In order to reduce impacts to this species, the project applicant would conduct biological
monitoring during ground -disturbing activities, in an effort to salvage animals that may be discovered
during construction activities. These measures will reduce impacts to southern grasshopper mouse
individuals to the extent feasible and practicable, reducing impacts to a level that is less than significant.
American badger (Taxidea taxus). The American badger is listed as a California Species of Special
Concern (CSC). Badgers are generally associated with dry, open, treeless regions, prairies and grasslands,
low -intensity agriculture (e.g., pasture and dryland crops), drier open shrublands and forest, parklands,
and cold desert areas. Badgers have not been observed on site; however, suitable habitat is present, and
construction -related activities could result in impacts to individual American badgers. Potentially
significant impacts to American badgers could occur without mitigation, depending on the number and
extent of the species on site that may be disturbed or removed. Implementation of Mitigation Measure
MM 4.2-17 would reduce impacts to the American badger to a less than significant level.
Sensitive Plant Communities
One of the nine plant communities on the Via Princessa East Extension project site, foothill needlegrass
grassland (G3? S3?), is denoted as GL G2, or G3 by CDFG15 and is therefore considered sensitive. In
addition, riparian communities and the vernal pool are considered sensitive due to their regulatory status
and the habitat they provide for Rare and Endangered species. Impacts to these sensitive plant
communities are discussed below.
Foothill needlegrass grassland (G3? S3?). The project site contains 0.7 acre of foothill needle grass
grassland, all of which could potentially be developed. Given the sensitivity of this vegetation type, the
loss of foothill needle grass grassland would be a significant impact. Implementation of project
Mitigation Measures MM 4.2-1—MM 4.2-6 would reduce impacts to this vegetation type to below a level
of significance.
Riparian communities. The project site contains 1.9 acres of riparian communities. The proposed project
could potentially result in the conversion of all on-site acres of this vegetation type. Riparian communities
in the project area constitute CDFG and USACE jurisdiction, and impacts to this vegetation type would
be considered significant. Implementation of project Mitigation Measures MM 4.2-1—MM 4.2-6 would
reduce impacts to this vegetation type to below a level of significance.
15 CDFG, "Vegetation Classification and Mapping Program, List of California Vegetation Alliances" (2007D).
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Vernal pool. The project site contains one 0.19 -acre vernal pool, which would potentially be entirely
displaced by proposed project development. Because vernal pools are Rare within the state and Los
Angeles County, and because they provide habitat for highly endemic Rare and Endangered species, this
impact is considered significant. Impacts to this vegetation type cannot be mitigated.
Jurisdictional Resources
Table 4.2-4, and Figure 4.2-2 indicate a maximum of 0.51 acre of CDFG and 0.85 acre of USACE
jurisdiction presently exist on site and may be permanently impacted within the boundaries of the
proposed Via Princessa Road Extension project with project implementation, including impacts to the
vernal pool wetland.
Most impacts to areas delineated as "waters of the United States," if determined to be jurisdictional by
the USACE, require approval under the authority of the Clean Water Act and its implementing
regulations.
Section 404 Permits
The deposition of fill to an area delineated as "waters of the United States," including wetlands, and
determined to be under the USACE jurisdiction, requires a permit or other approval by USACE
Regulatory Branch. Fill is broadly defined to include most materials (e.g., rock, soil, pilings, concrete,
wood, some incidental fallback of soil from earth -moving equipment, and in some cases additional water)
that can be discharged into a water or wetland.
Most Section 404 permits require mitigation for reducing overall impacts to overall wetlands, including
'waters of the United States" and their functions.
Streambed Alteration Agreements
Any project that impacts CDFG jurisdictional areas, including fills, vegetation removal, or bridging,
requires a Section 1602 Streambed Alteration Agreement from CDFG. Much of the same information (i.e.,
project description, potential impacts, mitigation measures, etc.) necessary to apply for USACE Section
404 permits is required for the Streambed Alteration Agreement application.
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Section 401 Certification
Section 401 of the federal Clean Water Act authorizes the State of California to certify that federal permits
and licenses do not violate the state's water quality standards. The state's implementing regulations to
conduct certifications are codified under the California Code of Regulations Title 23 Waters, Sections
3830-3869. Projects qualifying for an USACE Section 404 permit must submit materials for review to the
appropriate Regional Water Quality Control Board (RWQCB) and request a Section 401 certification.
Much of the same information (project description, potential impacts, mitigation measures) necessary to
apply for USACE Section 404 and CDFG Section 1602 permits is required for the Section 401 Certification.
The Section 401 Certification requires that certain federal permits, including USACE Section 404 permits,
must be certified as meeting the state's water quality standards. An application must be submitted to the
RWQCB for approval. Much of the same information (project description, potential impacts, and
mitigation measures) necessary to apply for USACE Section 404 and CDFG Section 1602 permits is
required for the Section 401 Certification.
In response to certain federal court decisions that limited USACE jurisdiction, the state issued several
directives to the regional boards regarding the regulation of isolated waters no longer regulated by the
USACE. At present, the State Board and the RWQCBs are to:
1. continue issuing Section 401 certifications for federal permits;
2. issue Waste Discharge Requirements (WDRs) for dredge or fill discharges to waters deemed by the
USACE as not subject to federal jurisdiction referencing the same regulatory considerations that are
used to issue general WDRs.
A Section 401 certification and a WDR applications may be made on the same form, but the State Board
has issued a model letter to be submitted with the WDR application to clarify that the WDRs are intended
to cover "waters of the State" not covered by the Section 401 certification, and not subject to the USACE
regulations.
This planning level discussion is a conservative estimate of what jurisdictional resources may exist and be
impacted on site presently; a formal delineation consistent with USACE protocol and an impact analysis
shall be conducted prior to project implementation, during the permit process.
The fill, removal, or disturbance of these jurisdictional resources would be a significant impact.
Implementation of project Mifigafion Measures MM 4.2-1—MM 4.2-6, and MM 4.2-18 would reduce
impacts to jurisdictional resources to below a level of significance.
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Indirect Impacts
Indirect impacts to biological resources would occur in those habitat areas surrounding the development
envelope, as well as in remaining habitat areas within the proposed development area, both during and
after the completion of the proposed project. Indirect impacts on biological resources as a result of project
development on the site can include the following:
1. Increased lighting and glare effects on wildlife species in remaining and adjacent open space areas
2. A potential increase in pesticides, herbicides and pollutants into adjacent drainages, creeks, rivers
and wetlands, as a result of landscaping irrigation and stormwater runoff
3. An increase in non-native plant and wildlife species that are adapted to more urban environments
and can out compete native species for available resources, thus reducing the distribution and
population of native species
4. Increased human activity and domestic animal presence that can disturb natural habitat areas and
displace wildlife populations
5. Erosion and dust resulting from construction and grading activities
Indirect impacts associated with the proposed project are not quantifiable, but are reasonably foreseeable.
As such, the following discussion identifies expected types of secondary impacts and their relative
magnitude, so that decision makers and the general public are aware of the indirect impact potential
associated with implementation of the proposed project. This type of analysis is consistent with the
requirements of CEQA.
Increased Light and Glare
The development of a road through the project site would increase the number of nighttime light and
glare sources on the site over current levels, which are currently low to non-existent. Nighttime lighting
can disturb resting and foraging behavior and can potentially alter breeding cycles and nesting behavior.
If uncontrolled, such lighting could adversely impact the composition and behavior of the animal species
that occur in the area. Because of the potential disruption to breeding, movement, and foraging behavior
of wildlife species, without mitigation, increased nighttime lighting and glare associated with the
proposed project is a significant impact. Implementation of Mitigation Measure MM 4.2-18 would
reduce potential impacts resulting from increased light and glare to below a level of significance.
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Landscaping Irrigation and Storinwater Runoff
Over irrigation of landscaped areas, especially when combined with the use of chemicals, could lead to
runoff that contains pesticides, herbicides, nitrates, and other contaminants. Any runoff that flows into
natural drainages or water bodies containing high levels of nutrients, particularly fertilizers and waste
products such as nitrogen and phosphorous, could result in eutrophication (excessive nutrient buildup).
This, in turn, could result in a depletion of available oxygen due to increased biological oxygen demand
(BOD) and reduce available dissolved oxygen for aquatic organisms. Other chemicals, pesticides, and
herbicides could also adversely affect aquatic systems. In addition, paved surfaces would contribute
increased runoff during storm events. Depending on the magnitude and frequency of storm events and
the overall level of water quality, this runoff could cause increased eutrophication, depleted oxygen
levels, long-term buildup of toxic compounds and heavy metals, and other adverse effects to biological
resources associated with aquatic systems downstream of the project site.
Project Design Features (PDFs) incorporated into the project to address water quality and hydrologic
impacts include site design, source control, treatment control, hydromodification control, and Best
Management Practices (BMPs). Stormwater runoff from paved surfaces will be routed to bioretention
areas, media filtration, or dry extended detention basin treatment control PDFs. Collectively, the water
quality treatment control PDFs will treat the pollutants of concern in runoff from the project site
Increase in Populations of Non -Native Plant Species
After project completion, a number of non-native plant species that are more adapted to urban
environments could increase in population and potentially displace native species within remaining
undeveloped portions of the project site and surrounding area because of the ability of non -natives to
compete more effectively for resources. It is unknown to what degree non-native plant species will
displace native species in adjacent habitat areas. However, because non-native and exotic plants are
commonly included in landscaping and are known to proliferate along roadsides and other areas of
disturbance, it can be reasonably concluded that project development could result in identifiable
increases in non-native or exotic plant populations.
In particular, these plant species are often more adapted to a wider variety of growing conditions and can
out -compete native plant populations for available nutrients, prime growing locations and other
resources. Because these plants reproduce so quickly and in such large numbers, these species can
quickly replace many native plant populations, resulting in lower species diversity, loss of suitable
breeding or nesting habitat for common and special -status wildlife species, changes to the riparian
ecosystem and overall reductions in habitat values. Therefore, the impact on native biological resources
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as a result of increased non-native plant species is considered potentially significant. Implementation of
Mitigation Measure MM 4.2-19 would reduce the magnitude of impacts resulting from increased
non-native plant populations to below a level of significance.
Construction and Grading Activities
Construction and grading activities associated with project implementation could adversely affect
sensitive vegetation type and wildlife within portions of the ecosystem not directly affected. These
activities can result in the following impacts:
1. Siltation and erosion into creek and river drainages that could adversely affect fish spawning and
movement
2. Excessive dust accumulation on vegetation type that could result in the degradation or loss of some
plant species
3. Soil compaction around remaining trees
These impacts will be minimized through implementation of construction BMPs that will meet or exceed
measures required by the General Construction Permit. A Stormwater Pollution and Prevention Plan
(SWPPP) will be developed as required by, and in compliance with, the General Construction Permit
Conditions. The General Permit requires the SWPPP to include a menu of BMPs to be selected,
implemented and maintained based on the phase of construction and weather conditions to effectively
control erosion and sediment to the Best Available Technology Economically Achievable and Best
Conventional Pollutant Control Technology (BAT/BCT).16 BMPs to be included in this menu include,
among others: slope stabilization using rock or vegetation type, re -vegetation type, hydro -seeding or
using tackifiers on exposed areas, installation of energy dissipaters, drop structures, catch basin inlet
16 BAT/BCT are Clean Water Act technology-based standards that are applicable to construction site stormwater
discharges. Federal law specifies factors relating to the assessment of BAT including: age of the equipment and
facilities involved; the process employed; the engineering aspects of the application of various types of control
techniques, process changes, the cost of achieving effluent reduction; non -water quality environmental impacts
(including energy requirements); and other factors as the administrator of the U.S. EPA deems appropriate.
Clean Water Act §304(b)(2)(B). Factors relating to the assessment of BCT include reasonableness of the
relationship between the costs of attaining a reduction in effluent and the effluent reduction benefits derived;
comparison of the cost and level of reduction of such pollutants from the discharge from publicly owned
treatment works to the cost and level of reduction of such pollutants from a class or category of industrial
sources; the age of the equipment and facilities involved; the process employed; the engineering aspects of the
application of various types of control techniques, process changes; non -water quality environmental impact
(including energy requirements); and other factors as the administrator deems appropriate. Clean Water Act
§304(b)(4)(B). The administrator of the U.S. EPA has not issued regulations specifying BAT or BCT for
construction site discharges.
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4.2 Biological Resources
protection, construction materials management, and cover and containment of construction materials and
wastes. On this basis, the construction -related impacts of the project are considered less than significant.
PROJECT MITIGATION MEASURES
MM 4.2-1 Vegetation types temporarily impacted by the proposed project, including those within
CDFG and USACE jurisdictional areas, shall be revegetated with the same vegetation
type except for the California annual grassland. To facilitate restoration, mulch, or native
topsoil (the top 6 to 12 inch deep layer containing organic material), may be salvaged
from the work area prior to construction. Following construction, salvaged topsoil shall
be returned to the work area and placed in the restoration site. Within one year, the
project biologist will evaluate the progress of restoration activities in the temporary
impact areas to determine if natural recruitment has been sufficient for the site to reach
performance goals. In the event that native plant recruitment is determined by the project
biologist to be inadequate for successful habitat establishment, the site shall be
revegetated through seeding or container plants, and a temporary irrigation system may
be recommended.
In conjunction with the development of mitigation plans for CDFG 1602 and USACE 404
permits, the above-described revegetation plan shall be developed so as to be consistent
with CDFG and USACE requirements.
MM 4.2-2 The revegetation site will be considered "complete" upon meeting all of the following
success criteria:
1. Regardless of the date of initial planting, any restoration site must have been without
active manipulation by irrigation, planting, or seeding for a minimum of three years
prior to Agency consideration of successful completion.
2. The percent cover and species richness of native vegetation type shall be evaluated
based on local reference sites established by CDFG and the USACE for the plant
communities in the impacted areas.
3. Native shrubs and trees shall have at least 80 percent survivorship after two years
beyond the beginning of the success evaluation start date. This may include natural
recruitment.
4. Non-native species cover will be no more than 5 percent absolute cover through the
term of the restoration.
5. Giant reed (Arundo donax), tamarisk (Tamarix ramosissima), perennial pepperweed
(Lepidium latijbHum), tree of heaven (Ailanthus altissima), pampas grass (Cortaderia
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by a qualified biologist to determine if active nests of bird species protected by the
Migratory Bird Treaty Act or the California Fish and Game Code are present in the
disturbance zone or within 300 feet (500 feet for raptors) of the disturbance zone. The
surveys shall continue on a weekly basis, with the last survey being conducted no more
than three days prior to initiation of disturbance work. If ground -disturbing activities are
delayed, then additional pre -disturbance surveys shall be conducted so that no more
than three days will have elapsed between the survey and ground -disturbing activities.
If active nests are found, clearing and construction within 300 feet of the nest (500 feet for
raptors) shall be postponed or halted, at the discretion of the biologist in consultation
with CDFG, until the nest is vacated and juveniles have fledged, as determined by the
biologist, and there is no evidence of a second attempt at nesting. Limits of construction
to avoid an active nest shall be established in the field with flagging, fencing, or other
appropriate barriers, and construction personnel shall be instructed on the sensitivity of
nest areas. The biologist shall serve as a construction monitor during those periods when
construction activities will occur near active nest areas to ensure that no inadvertent
impacts to these nests occur.
MM 4.2-9 A Slender Mariposa Lily Mitigation and Monitoring Plan shall be submitted to CDFG for
review and approval prior to ground disturbance to occupied habitat. Upon approval,
the plan will be implemented by the applicant or its designee. The plan will demonstrate
the feasibility of enhancing or restoring slender mariposa lily habitat in selected areas to
be managed as natural open space without conflicting with other resource management
objectives. Habitat enhancement or replacement will be at a 1:1 ratio (acres enhanced or
restored: acres impacted).
The plan will specify methods to collect propagules and introduce slender mariposa lily
into these mitigation sites. Introductions will use source material (seeds or bulbs) from
slender mariposa lily occurrences to be lost. The applicant or its designee will monitor
the reintroduction sites for no fewer than five additional years to estimate slender
mariposa lily survivorship (for bulbs) or seedling establishment (for seeded sites).
Annual monitoring reports will be prepared and submitted to CDFG and will be made
available to the public to guide future mitigation planning for slender mariposa lily.
Monitoring reports will describe all enhancement or restoration measures taken in the
preceding year; describe success and completion of those efforts and other pertinent site
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conditions (erosion, trespass, animal damage) in qualitative terms; and describe mariposa
lily survival or establishment in quantitative terms.
MM 4.2-10 Prior to issuance of a grading permit, an Oak tree report shall be prepared and approved.
All oaks that will not be removed that are regulated under the City of Santa Clarita's Oak
Tree Preservation and Protection Guidelines with driplines within 50 feet of land clearing
(including brush clearing) or areas to be graded shall be enclosed in a temporary fenced
zone for the duration of the clearing or grading activities. Fencing shall extend to the root
protection zone (i.e., the area at least 15 feet from the trunk or 5 feet beyond the drip line,
whichever distance is greater). No parking or storage of equipment, solvents, or
chemicals that could adversely affect the trees shall be allowed within 25 feet of the trunk
at any time. Removal of the fence shall occur only after the project arborist or qualified
biologist confirms the health of preserved trees.
MM 4.2-11 Prior to the issuance of a grading permit for ground disturbance, construction, or site
preparation activities, the applicant shall retain the services of a qualified biologist to
conduct pre -construction surveys for western spadefoot within the vernal pool and all
other portions of the project site containing suitable breeding habitat. Surveys shall be
conducted during a time of year when the species can be detected (i.e., when the vernal
pool is inundated).
1. Under the direct supervision of the qualified biologist, western spadefoot habitat
shall be created within suitable natural sites on the project site outside of the
proposed development envelope. The amount of occupied breeding habitat to be
impacted by the project shall be replaced at a 1:1 ratio. The actual relocation site
design and location shall be approved by CDFG. The location shall be in a suitable
habitat as far away as feasible from the impacted area. The relocation ponds shall be
designed so that they only support standing water for several weeks following
seasonal rains, in order that aquatic predators (e.g., fish, bullfrogs, and crayfish)
cannot become established. Terrestrial habitat surrounding the proposed relocation
site shall be as similar in type, aspect, and density to the location of the existing
ponds as feasible. No site preparation or construction activities shall be permitted in
the vicinity of the currently occupied ponds until the design and construction of the
pool habitat in preserved areas of the site has been completed and all western
spadefoot adult, tadpoles, and egg masses detected are moved to the created pool
habitat.
2. Based on appropriate rainfall and temperatures, generally between the months of
February and April, the biologist shall conduct pre -construction surveys in all
appropriate vegetation types within the development envelope. Surveys will include
evaluation of all previously documented occupied areas and a reconnaissance -level
survey of the remaining natural areas of the site. All western spadefoot adults,
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tadpoles, and egg masses encountered shall be collected and released in identified or
created relocation ponds described above.
3. The qualified biologist shall monitor the relocation site for five years, involving
annual monitoring during and immediately following peak breeding season so that
surveys can be conducted for adults as well as for egg masses and larval and
post -larval toads. Further, survey data will be provided to CDFG by the monitoring
biologist following each monitoring period and a written report surnmarizing the
monitoring results will be provided to CDFG at the end of the monitoring effort.
Success criteria for the monitoring program shall include verifiable evidence of toad
reproduction at the relocation site.
MM 4.2-12 Prior to project construction, the applicant shall develop a relocation plan for coast
horned lizard, silvery legless lizard, coastal whiptail, rosy boa, San Bernardino ringneck
snake, and coast patch -nosed snake. The plan shall include but not be limited to the
timing and location of the surveys that would be conducted for each species;
identification of the locations where more intensive efforts should be conducted;
identification of the habitat and conditions in the proposed relocation site(s); the methods
that would be utilized for trapping and relocating the individual species; and shall
provide for the documentation/recordation of the species and number of the animals
relocated. The Plan shall be submitted to CDFG for approval 60 days prior to any ground
disturbing activities within potentially occupied habitat.
The plan shall include the specific survey and relocation efforts that would occur for
construction activities that occur both during the activity period of the special -status
species (generally March to November) and for periods when the species may be present
in the work area but difficult to detect due to weather conditions (generally December
through February). Thirty days prior to construction activities in coastal scrub, chaparral,
riparian habitats, or other areas supporting these species, qualified biologists shall
conduct surveys to capture and relocate individual coast horned lizard, silvery legless
lizard, coastal whiptail, rosy boa, San Bernardino ringneck snake, and coast patch -nosed
snake in order to avoid or minimize take of these special -status species. The plan shall
require a minimum of three surveys conducted during the time of year/day when each
species is most likely to be observed. Individuals shall be relocated to nearby
undisturbed areas with suitable habitat. If construction is scheduled to occur during the
low -activity period (generally December through February) the surveys shall be
conducted prior to this period if possible, and exclusion fencing shall be placed to limit
the potential for re -colonization of the site prior to construction. The qualified biologist
will be present during ground -disturbing activities immediately adjacent to or within
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habitat that supports populations of these species. Clearance surveys for special -status
reptiles shall be conducted by a qualified biologist prior to the initiation of construction
each day.
MM 4.2-13 Thirty days prior to construction activities, a qualified biologist shall conduct CDFG
protocol surveys to determine whether burrowing owl is present at the site. The surveys
shall consist of three site visits and shall be conducted in areas dominated by disturbed
habitat and grasslands, or if such habitats occur within 500 feet of a construction zone. If
located, occupied burrows shall not be disturbed during the nesting season (February 1
through August 31) unless a qualified biologist approved by CDFG verifies through
non-invasive methods that either the birds have not begun egg -laying and incubation or
that juveniles from the occupied burrows are foraging independently and are capable of
independent survival. If burrowing owls are detected but nesting is not occurring,
construction work can proceed after any owls have been evacuated from the site using
CDFG-approved burrow closure procedures and after alternative nest sites have been
provided in accordance with the CDFG Staff Report on Burrowing Owl Mitigation
(10-17-95).
Unless otherwise authorized by CDFG, a 500 -foot buffer, within which no activity will be
permissible, will be maintained between project activities and nesting burrowing owls
during the nesting season. This protected area will remain in effect until August 31 or at
CDFG's discretion and based upon monitoring evidence, until the young owls are
foraging independently.
MM 4.2-14 No earlier than 30 days prior to the commencement of construction activities, a
pre -construction survey shall be conducted by a qualified biologist to determine if active
roosts of special -status bats are present on or within 300 feet of the project disturbance
boundaries. Should an active maternity roost be identified (in California, the breeding
season of native bat species is generally from April 1 through August 31), the roost shall
not be disturbed and construction within 300 feet shall be postponed or halted, until the
roost is vacated and juveniles have fledged. Surveys shall include rocky outcrops, caves,
structures, and large trees (particularly trees 12 inches in diameter or greater at 4.5 feet
above grade with loose bark or other cavities). Trees and rocky outcrops shall be
surveyed by a qualified bat biologist (i.e., a biologist holding a CDFG collection permit
and a Memorandum of Understanding with CDFG allowing the biologist to handle bats).
If active maternity roosts or hibernacula are found, the rock outcrop or tree occupied by
the roost shall be avoided (i.e., not removed) by the project. If avoidance of the maternity
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roost must occur, the bat biologist shall survey (through the use of radio telemetry or
other CDFG approved methods) for nearby alternative maternity colony sites. If the bat
biologist determines in consultation with and with the approval of CDFG that there are
alternative roost sites used by the maternity colony and young are not present then no
further action is required.
If a maternity roost will be impacted by the project, and no alternative maternity roosts
are in use near the site, substitute roosting habitat for the maternity colony shall be
provided on, or in close proximity to, the project site no less than three months prior to
the eviction of the colony. Large concrete walls (e.g., on bridges) on south or
southwestern slopes that are retrofitted with slots and cavities are an example of
structures that may provide alternative potential roosting habitat appropriate for
maternity colonies. Alternative roost sites must be of comparable size and proximal in
location to the impacted colony. CDFG shall also be notified of any hibernacula or active
nurseries within the construction zone.
If non -breeding bat hibernacula are found in trees scheduled to be removed or in crevices
in rock outcrops within the grading footprint, the individuals shall be safely evicted,
under the direction of a qualified bat biologist, by opening the roosting area to allow
airflow through the cavity or other means determined appropriate by the bat biologist
(e.g., installation of one-way doors). In situations requiring one-way doors, a minimum of
one week shall pass after doors are installed and temperatures should be sufficiently
warm for bats to exit the roost because bats do not typically leave their roost daily during
winter months in southern coastal California. This action should allow all bats to leave
during the course of one week. Roosts that need to be removed in situations where the
use of one-way doors is not necessary in the judgment of the qualified bat biologist in
consultation with CDFG shall first be disturbed by various means at the direction of the
bat biologist at dusk to allow bats to escape during the darker hours, and the roost tree
shall be removed or the grading shall occur the next day (i.e., there shall be no less or
more than one night between initial disturbance and the grading or tree removal). These
actions should allow bats to leave during nighttime hours, thus increasing their chance of
finding new roosts with a minimum of potential predation during daylight.
If an active maternity roost is located on the project site, and alternative roosting habitat
is available, the demolition of the roost site must commence before maternity colonies
form (i.e., prior to March 1) or after young are flying (i.e., after July 31) using the
exclusion techniques described above.
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MM 4.2-15 Any special -status species bat day roost sites found by a qualified biologist during
pre -construction surveys conducted per MM 4.2-19 to be directly (within project
disturbance footprint) or indirectly (within 300 feet of project disturbance footprint)
impacted are to be mitigated with creation of artificial roost sites. The project applicant
shall establish (an) alternative roost site(s) within suitable preserved open space located
at an adequate distance from sources of human disturbance.
MM 4.2-16 Thirty days prior to construction activities in grassland, scrub, chaparral, oak woodland,
riverbank, and agriculture habitats, or other suitable habitat a qualified biologist shall
conduct a survey within the proposed construction disturbance zone and within 200 feet
of the disturbance zone for San Diego black -tailed jackrabbit and San Diego desert
woodrat.
If San Diego black -tailed jackrabbits are present, non -breeding rabbits shall be flushed
from areas to be disturbed. Dens, depressions, nests, or burrows occupied by pups shall
be flagged and ground -disturbing activities avoided within a minimum of 200 feet
during the pup -rearing season (February 15 through July 1). This buffer may be reduced
based on the location of the den upon consultation with CDFG. Occupied maternity
dens, depressions, nests, or burrows shall be flagged for avoidance, and a biological
monitor shall be present during construction. If unattended young are discovered, they
shall be relocated to suitable habitat by a qualified biologist. The applicant shall
document all San Diego black -tailed jackrabbit identified, avoided, or moved and
provide a written report to CDFG within 72 hours. Collection and relocation of animals
shall only occur with the proper scientific collection and handling permits.
If active San Diego desert woodrat nests (stick houses) are identified within the
disturbance zone or within 100 feet of the disturbance zone, a fence shall be erected
around the nest site adequate to provide the woodrat sufficient foraging habitat at the
discretion of the qualified biologist in consultation with CDFG. Clearing and
construction within the fenced area will be postponed or halted until young have left the
nest. The biologist shall serve as a construction monitor during those periods when
disturbance activities will occur near active nest areas to ensure that no inadvertent
impacts to these nests will occur. If avoidance is not possible, the applicant will take the
following sequential steps: (1) All understory vegetation type will be cleared in the area
immediately surrounding active nests followed by a period of one night without further
disturbance to allow woodrats to vacate the nest, (2) Each occupied nest will then be
disturbed by a qualified wildlife biologist until all woodrats leave the nest and seek
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refuge off site, and (3) The nest sticks shall be removed from the project site and piled at
the base of a nearby hardwood tree (preferably a coast live oak or California walnut).
Relocated nests shall not be spaced closer than 100 feet apart, unless a qualified wildlife
biologist has determined that a specific habitat can support a higher density of nests. The
applicant shall document all woodrat nests moved and provide a written report to
CDFG.
All woodrat relocation shall be conducted by a qualified biologist in possession of a
scientific collecting permit.
MM 4.2-17 Thirty days prior to construction activities in suitable habitat, a qualified biologist shall
conduct a survey within the proposed construction disturbance zone and within 200 feet
of the disturbance zone for American badger.
If American badgers are present, occupied habitat shall be flagged and
ground -disturbing activities avoided within 50 feet of the occupied den. Maternity dens
shall be avoided during the pup -rearing season (February 15 through July 1) and a
minimum 200 foot buffer established. This buffer may be reduced based on the location
of the den upon consultation with CDFG. Maternity dens shall be flagged for avoidance,
identified on construction maps, and a qualified biologist shall be present during
construction. If avoidance of a non -maternity den is not feasible, badgers shall be
relocated either by trapping or by slowly excavating the burrow (either by hand or
mechanized equipment under the direct supervision of the biologist, removing no more
than 4 inches at a time) before or after the rearing season (February 15 through July 1).
Any relocation of badgers shall occur only after consultation with CDFG. A written
report documenting the badger removal shall be provided to CDFG within 30 days of
relocation.
Collection and relocation of animals shall only occur with the proper scientific collection
and handling permits.
MM 4.2-18 All lighting along the perimeter of natural areas shall be downcast luminaries with light
patterns directed away from natural areas.
MM 4.2-19 Plant palettes proposed for use on landscaped slopes, street medians, park sites, and
other public landscaped and Fuel Modification Zone areas within 100 feet of native
vegetation types shall be reviewed by a qualified restoration specialist to ensure that the
proposed landscape plants will not naturalize and require maintenance or cause
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vegetation type degradation in the open space areas (River Corridor SMA, High Country
SMA, Salt Creek area, and natural portions of the Open Area). Container plants to be
installed within public areas within 100 feet of the open space areas shall be inspected by
a qualified restoration specialist for the presence of disease, weeds, and pests, including
Argentine ants. Plants with pests, weeds, or diseases shall be rejected. In addition,
landscape plants within 100 feet of native vegetation types shall not be on the Cal -IPC
California Invasive Plant Inventory (most recent version) or on the list of Invasive
Ornamental Plants listed in Appendix B of the SCR The current Cal -IPC list can be
obtained from the Cal -IPC web site (http://www.cal-ipc.org/ip/inventory/index.php).
Landscape plans will include a plant palette composed of native or non-native,
non-invasive species that do not require high irrigation rates. Except as required for fuel
modification, irrigation of perimeter landscaping shall be limited to temporary irrigation
(i.e., until plants become established).
CUMULATIVE IMPACTS
Buildout of the Via Princessa Extension project would permanently convert acreage from a mostly
undeveloped property to that of an urban infrastructure environment. Cumulative impacts related to
development of the project site would include reducing total vegetation and wildlife habitat area and
open area in the Santa Clarita Valley region.
Construction and operation of uses developed on site would directly impact wildlife on and near the Via
Princessa Extension project site. Within the planned construction areas, species of low mobility would be
lost during site preparation. Conversion of existing undeveloped land to developed infrastructure uses
and landscaping would eliminate some natural vegetation communities on the project site and result in a
reduction in native wildlife species diversity. Project implementation within the project site would limit
the local movement of wildlife species that currently make use of this area.
Other related "cumulative" projects besides the Via Princessa Extension project are described below. The
impacts likely to be associated with these projects are identified. The potential for these impacts to
combine with similar impacts due to the proposed project is also evaluated. This list of projects is not
intended to include all projects that exist in the project region. Instead, the analysis focuses on those
projects that support or would potentially affect similar vegetation communities, jurisdictional resources,
and special -status plant and animal species that occur on the Via Princessa Extension project site. The
analysis also focuses on those related projects that would likely be constructed during the same time
frame as Via Princessa Extension.
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Cumulative Impact Analysis Study Area
Under the State CEQA Guidelines (Cal. Code Regs., tit. 14, Section 15130, subd. (b)(3)), the lead agency
should provide a reasonable explanation of the geographic limitation used in the cumulative impacts
analysis. In addition, the "discussion of cumulative impacts must reflect the severity of the impacts and
their likelihood of occurrence, but, the discussion need not provide as great detail as is provided for the
effects attributable to the project alone." (Cal. Code Reg. tit. 14, Section 15130, subd. (b).) As permitted
under section 15130, subdivisions (b)(1)(A) and (13), there are two methods for adequately discussing
significant cumulative impacts of a project in combination with other cumulative projects. The two
methods are: "(A) A list of past, present, and probable future projects producing related or cumulative
impacts, including, if necessary, those projects outside the control of the agency, or (13) A surnmary of
projections contained in an adopted general plan or related planning document... which described or
evaluated regional or area wide conditions contributing to the cumulative impact." (Cal. Code Reg. tit. 14,
Section 15130, subds. (b)(1)(A) and (13).)
This EIR has used a combination of both the "list" and the "plan" methods of discussing significant
cumulative impacts associated with the proposed project. The list method has focused on related
cumulative projects within both the City of Santa Clarita and the unincorporated area of the County of
Los Angeles. This area is considered reasonable for a project the size of the Via Princessa Extension
because it encompasses a geographic area that includes both incorporated and unincorporated areas
within 12 miles of the project. This area is considered reasonably broad to encompass cumulative
development within the overall project vicinity.
In addition, because the list approach provides project -specific location, size, and acreage data, but does
not necessarily specify the cumulative project impacts to sensitive biological resources, this EIR has relied
on a watershed plan that has assessed the cumulative impacts of development on biological resources, as
well as ecological functions and processes, within the Santa Clara River Watershed (SCRW or watershed).
Specifically, this EIR's cumulative impacts assessment has utilized the Santa Clara River Watershed Study
(Watershed Study), as copy of which is provided in Appendix 4.2 of this Draft EIR. The Watershed Study
utilized more extensive lists of past, present, and reasonably foreseeable cumulative projects within the
SCRW than is shown on the lists of City/County projects cited in this EIR. As a result, the Watershed Study
is necessarily a broader cumulative impacts assessment on biological resources in both the project vicinity
and the region.
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• Vegetation: California Gap Analysis Project (GAP) (UCSB Biogeography Lab 1999)
• Soils: National Resources Conservation Service (NRCS) Soil Survey Geographic (SSURGO) database
(2007)
• Elevation and slope: US Geological Survey (USGS) National Elevation Data (2007).
For special -status biological resources, California Natural Diversity Database (CNDDB) element
occurrences within the SCRW for vegetation communities and state- and/or federally listed Threatened
and Endangered species were included. For the analysis of regional wildlife corridors and habitat
linkages, two main documents were used: the South Coast Missing Linkages Project: A Linkage Design for the
San Gabriel — Castaic Connection (SCMLP) (Penrod of al. 2006) and the Missing Linkages: Restoring
Connectivity to the Califtnia Landscape (Penrod 2000).
Existing Conditions
The SCRW drains approximately 1,036,571 acres (or 1,620 square miles) of natural and urban areas that lie
north and east of Los Angeles in the counties of Los Angeles, Ventura, Santa Barbara, and Kern. The
watershed is divided into 14 sub -basins that range in size from 7,433 to 291,730 acres. Most of the
sub -basins are comparatively small, with only three sub -basins having more than 100,000 acres. Of the
1,036,571 total acres, approximately 733,526 acres (70.8 percent)19 are comprised of open space and
303,045 acres (29.2 percent) are classified as "developed."20
The Watershed Study identified a total of 40 vegetation and land cover types, which are organized into
nine general communities: big sagebrush scrub; coastal scrub; chaparral; non-native grassland;
riparian/wetlanck woodland and forest; other non -vegetated natural land cover; agricultural land; and,
developed and disturbed land. Chaparral, coastal scrub, and woodland and forest comprise 85 percent of
the watershed, at 53, 17, and 15 percent, respectively. The watershed is classified as having 19 different
geologic types and 27 primary soil types.
Data from the USACE and CDFG gathered in connection with the Watershed Study show that, from about
1988 to 2006, there has been a substantial cumulative net gain in mitigated acreage of jurisdictional waters
and wetlands relative to impacts. In other words, more jurisdictional waters and wetlands exist today
than there were in 1988.
19 635,172 acres of existing public lands account for approximately 87percent of the 733,526 acres of classified open
space. National Forest land accounts for approximately 95 percent of the 635,172 -acre total.
20 Lands classified as "developed" may in fact be vacant; however, the intent is to identify the total acreage of land
use designations that permit future development.
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Cumulative Impacts
The Watershed Study evaluated the impacts of planned and approved projects located within five of the
14 sub -basins in the watershed, all of which are located in Los Angeles County and/or the City of Santa
Clarita and total 479,096 acres.21 Within these five sub -basins, planned and approved projects comprise
approximately 9 percent (or 45,106 acres) of the watershed. Of the 45,106 -acre area that is impacted by
planned and approved projects, 6,686 acres are located within the City of Santa Clarita, 37,971 acres are
located with the County of Los Angeles, and 449 acres are located in both jurisdictions. These projects
would impact 16 of the 40 distinct vegetation and land cover types identified in the watershed, 14 of the
149 geologic types, and seven of the 27 primary soil types.
Based on evaluation of this data, as more thoroughly explored in the Watershed Study, the Watershed Study
concluded that:
1. The watershed is relatively undeveloped and has substantial existing and designated open space,
substantial portions of which will be protected in perpetuity.
2. Biological and physical features of the watershed related to watershed functionality would be
retained under current land use classifications because of the extent of open space preservation.
3. Cumulative net increases in and enhancement of jurisdictional wetlands and water are expected in
the future.
4. Planned and approved projects in the City of Santa Clarita and County of Los Angeles would
increase the amount of development in the watershed by about four percent.
Relying on the information and analysis presented in the Watershed Study, this EIR concludes that build
out of the Via Princessa Extension would temporarily and permanently convert acreage from a mostly
undeveloped and undisturbed environment to that of an urban environment. Cumulative impacts related
to development of the project site would include reducing total vegetation and wildlife habitat area and
open area in the Santa Clarita Valley region.
Construction and operation of uses developed on site would directly impact wildlife on and near the Via
Princessa Extension site. Within the planned development areas, species of low mobility would be lost
during site preparation.
The Via Princessa Extension site mitigates the some of the project's identified impacts to sensitive
biological resources to a less than significant level; and, therefore, would not result in cumulatively
considerable impacts to these resources within the region based on the watershed analysis presented in
21 The five sub -basins evaluated include: Actorc Eastern; Mint Canyon, Santa Felicia, and, Sierra Pelona.
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the Watershed Study. Specifically, the Via Princessa Extension site constitutes a very small proportion of
the overall watershed and planned development on site would not significantly contribute to the overall
development in the watershed, or to the amount of development allowed under current land use
classifications. However' because mitigation is not feasible for impacts to vernal pool habitat and vernal
pool -dependent sensitive species, these impacts would remain significant, and considering their regional
rarity, impacts to the resources would be cumulatively considerable.
CUMULATIVE MITIGATION MEASURES
The proposed project would result in cumulatively considerable impacts to vernal pool habitat and
vernal pool -dependent sensitive species within the project vicinity or watershed. However, since feasible
mitigation measures for impacts to these resources have not been identified and since this impact has
been determined to be significant on a project -level basis, no additional cumulative mitigation measures
are proposed or feasible beyond those already identified in Mifigafion Measures, above.
LEVEL OF SIGNIFICANCE AFTER MITIGATION
Implementation of the proposed mitigation measures would reduce the majority of direct and indirect
project and cumulative impacts to less than significant. Because the project would result in cumulatively
considerable impacts to vernal pool habitat and vernal pool -dependent sensitive species in the watershed,
and because no feasible mitigation measures have been identified to offset these impacts, cumulative
impacts to vernal pool habitat and vernal pool -dependent sensitive species, in addition to project -level
impacts, would be significant and unmitigable following project implementation. Mitigation measures
mitigating project direct and indirect impacts to sensitive biological resources other than vernal pool and
vernal pool dependent species would reduce contributions to project and cumulative impacts to less than
significant levels, and no significant project or cumulative impacts to these biological resources are
expected with implementation of the proposed project except for the vernal pool habitat and related
species.
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INTRODUCTION
W & S Consultants, (W&S) conducted an archaeological survey of the project site that included an
archival record search conducted at the local California Historic Resource Information System (CHRIS)
repository at the South Central Coastal Information Center (SCCIC) located on the campus of California
State University, Fullerton. In July 2010, a field survey of the 1.2 -mile proposed project site was
conducted. The archaeological survey report can be found in Appendix 4.3. Mitigation measures are
recommended which would reduce potential impacts to unknown archeological resources within the
project site, potential impacts to paleontological resources, and the discovery of human remains during
construction to less than significant.
PROJECT BACKGROUND
Ethnographic Setting
Tataviam
The upper Santa Clara Valley region, including the study area, was inhabited during the ethnographic
past by an ethmolinguistic group known as the Tataviam.1 Their language represents a member of the
Takic branch of the Uto-Aztecan linguistic family.2 In this sense, it was related to other Takic languages
in the Los Angeles County region, such as Gabrielino/Fernanclefio Hongva) of the Los Angeles Basin
proper, and Kitanemuk of the Antelope Valley.
The Tataviarn are thought to have inhabited the upper Santa Clara River drainage from about Rim
eastwards to just beyond the Vasquez Rocks/Agua Dulce area; southwards as far as Newhall and the
crests of the San Gabriel and Santa Susana Mountains; and northwards to include the middle reaches of
Rim Creek, the Liebre Mountains, and the southwesternmost fringe of Antelope Valley.3 Their northern
boundary most likely ran along the northern foothills of the Liebre Mountains (i.e., the edge of Antelope
Valley), and then crossed to the southern slopes of the Sawmill Mountains and Sierra Pelona, extending
1 NEA, and King, Chester. Ethnographic Overview of the Angeles National Forest: Tataviam and San Gabriel Mountain
Serrano E thnohistory. 2004.
2 King, C.d. and T. Blackburn, TataviaM In Handbook of North Anterican Indians, (Washington, D.C.: Smithsonian
Institution, 1976) Volume 8.
3 Kroeber, A.L., Handbook of the Indians of California, (Washington, D.C.: Bureau of American Ethnology, 1925),
Bulletin 78, Johnson, J. and D. Earle, Tataviam Geography and Ethnohistory, Journal of California and Great Basin
Anthropology, Volume 12 (1990) 191-214.
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as far east as Soleclad Pass. Ethnographically, at least, the Tataviarn do not appear to have controlled the
Leona Valley or areas to the north, with the Elizabeth Lake area proper a zone of uncertainty
Known Tataviarn villages during the historic period include: pi?irukung and ?akavaya, both near modern
Rim, tsavayu(?u)ng, San Francisquito; etseng, kutrung and huyung, on Rim Creek above Rim; tochonanga,
near Newhall; kwarung, Elizabeth Lake; and tsawayung, near Castaic junction. At kamulus, near modern
Rancho Camulos, a mixed Chumash-Tataviarn population lived.4 Because the name kamulus is
unquestionably Chumash and not Tataviam, however, the toponym has been viewed as problematic; that
is, as not reflecting the original (Tataviam) name for this village. Regardless of original name, however,
the Spanish missionary Sefian, writing in 1804, indicated that the Chumash inhabitants of the village of
s6cpey had migrated to kamulos, accounting for this admixture. Secpey is now known as Sespe, near the
modern town of Fillmore.
Culturally speaking, the Tataviarn were in most respects similar to their Fernandefic, and Chumash
neighbors, to the south and west, respectively. In this sense, they were hunters -gatherers, with
subsistence emphasizing yucca, acorns, juniper berries, sage seeds, and islay. Game was also hunted,
with small animals, such as rabbits/hares and rodents, probably representing the more significant
contributions of meat protein than larger game, such as deer.
Little is known of Tataviarn social and political organization. Based on analogies to surrounding groups,
however, it can be suggested that they were organized in a series of tribelets, similar to the naciones of the
Antelope Valley, and found to be characteristic of much of California aboriginal socio-political
organization. The tribelet represented an autonomous land -holding unit, minimally controlled by a
head -chief or big�man. They usually included one large, capital village, sometimes occupied year-round,
and a series of smaller, seasonally inhabited hamlets. Whether the Tataviarn had exogamous clans and
moieties, like the Calmilla and Serrano to the east, is unknown. However, it is estimated that the
Tataviarn population was less than 1,000 people at the time of Euro -American contact, and that only two
or three of the largest villages throughout their territory were inhabited at any given time.
It is also likely that Tataviarn religion followed the patterns of surrounding neighbors. In this case,
shamanism would have functioned as the central element, and ceremonies and rites were infrequent in
occasion and limited in type. This religion posits a direct and personal relationship between each
individual and the supernatural world, with this relationship enacted by entering a trance or
hallucinatory state (usually based on the ingestion of psychoto-mimetic plants, such as jimsonweed or
native tobacco). Shamans, per se, who were considered individuals with an unusual degree of
4 King, C.d. and T. Blackburn, Tataviata, In Handbook of North Antefican Indians, (Washington, D.C.: Smithsonian
Institution, 1976) Volume 8: 535-536.
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supernatural power, served as ritual specialists: Perhaps most importantly, shamans served as healers or
curers, with the etiology of disease as well as its cure held to lie in the supernatural world. Shamans are
also known to have produced the rock art of this region, which depicted the hallucinations and spirits
they observed in their vision quests.
Although the Tataviarn were one of the earliest groups contacted by Spanish missionaries, with a number
of their villages described by members of the Portolei expedition of 1769, a general lack of information on
this group exists because, by 1810, all Tataviarn had been baptized at Mission San Fernando and were
quickly absorbed by other groups through intermarriage. Their descendants, however, continue to reside
in the region.
Archeological Background
Archaeologically speaking, more information is available on the Santa Clarita Valley area, although here,
too, less is known than for many of the surrounding Southern California regions. In general terms, the
prehistory of this inland area appears to parallel that of the Santa Barbara Channel/Southern California
coastal zone.
The earliest evidence for human occupation of this region corresponds to the Early Millingstone Period (or,
alternatively, the Early Horizon), dated from about 7,000 to 4,000 years before present (BP). This
represents a period during which subsistence and adaptation are said to have emphasized the collecting
and processing of hard seeds, with inland artifact assemblages, dominated by mullers and milling stones,
known as manes and metates. Evidence for an Early Millingstone occupation of the upper Santa Clara
Valley region is very limited, and has been found at only two sites. Both of these sites are located near
Vasquez Rocks, with temporal attribution based on the presence of a small number of Olivella barrel
beads. Further, recent excavations at one of these putative early locales, the Escondido Canyon Site, failed
to uncover evidence for occupation prior to about 2,700 years BR
The second temporal unit is the Intermediate Period (or Middle Horizon), dated from 3,500 to 1,500 years
BR It is marked by a shift to the mortar and pestle, with an increased emphasis on hunting and hunting
tools in artifact assemblages. Evidence for Intermediate Period occupation of the upper Santa Clara Valley
region is substantial; a number of sites have been found based on radiocarbon, obsidian hydration, and
typological dating. The Agua Dulce village complex, for example, includes occupation extending back to
the Intermediate Period, at which time population of the village may have been 50 or more people.
Assuming that the upper Santa Clara Valley region was first significantly occupied during the
Intermediate Period, as existing evidence now suggests, a parallel can be drawn with the inland Ventura
County region, where a similar pattern has been identified, as well as possibly the Antelope Valley and
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western Mojave Desert. In all of these areas a major expansion in settlement, the establishment of large
site complexes, and an increase in the range of environments exploited appear to have occurred sometime
roughly around 3,000 years ago.
There is continuity in the inland regions between the Intermediate Period and subsequent times, labeled the
Late Prehistoric Period, lasting from 1,500 years BP to historic contact at about 200 years BR Site complexes
first occupied in the Intermediate Period continued to be inhabited, although they increased in size, with
more specialized and diversified sites added to the kinds of sites present. In fact, the principal distinction
between Intermediate Period and Late Prehistoric Period sites in the inland regions is a change in certain
diagnostic artifact types (notably, projectile points, with a shift from spear points to bow and arrow
points). This change may not signify consequential changes in culture, adaptation, or subsistence,
although the trends begun in the Intermediate Period accelerate over time during the Late Prehistoric Period.
For example, a large number of Late Prehistoric Period sites are known from the upper Santa Clara
Valley/Agua Dulce region, with the Agua Dulce village complex estimated to have grown to a population
of 200 to 300 people around AD 1500-1600. Sometime during this period the Tataviarn can be
hypothesized to have occupied this region, although it is likely that they may have appeared somewhat
earlier.
During the Historic Period, the aboriginal population appears to have dropped considerably. This, without
doubt, can be attributed to the effects of missionization and its attendant relocation of the aboriginal
population to centralized locales, along with the depredations of introduced Old World diseases. The
upper Santa Clara Valley region appears to be one of those inland zones, like the Antelope Valley to the
north, which quickly and completely lost its aboriginal population. In particular, the aboriginal
population from the upper Santa Clara Valley was moved into Mission San Fernando in the San
Fernando Valley, and the area was effectively depopulated.
Historic Context
The first Euro -American identification of the Santa Clarita region occurred in the chronicles of the Portolei
expedition of 1769. This expedition passed through the San Fernando Valley to Newhall, then to the
Castaic junction area, and then down the Santa Clara River to Ventura on its way to Monterey. Although
the region was traversed by a number of Spanish explorers in subsequent years, it initially remained
isolated due to rugged topography, even though it had been suggested as a locale for a mission. With the
establishment of Missions San Buenaventura in 1782, and San Fernando in 1797, late 18th -century
historical events largely occurred in areas to the west and south of the upper Santa Clarita Valley proper.
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As the missions increased in size and their herds grew, it became necessary for many of them to establish
mission ranchos, or estancias, to allow their cattle to graze some distance from the mission vineyards and
fields. With this geographical expansion of mission influence and activities, the upper Santa Clarita
Valley region became important, if not pivotal, in a number of events central to the development of
Southern California. Rancho San Francisco, comprising the upper reaches of the Santa Clarita Valley
down to Rim, served as the estancia for Mission San Fernando, and was established a few years after the
founding of the mission itself.
Rancho San Francisco and the upper reaches of the Santa Clarita Valley figured in three important
episodes in Southern California, two of which are landmarks in the economic history of the state. The first
was the discovery of gold in Placenta Canyon in 1842 by Francisco Lopez, Manuel Cota, and Domingo
Bermudez. The upper Santa Clarita Valley also was the first location of true oil drilling. Petroleum
exploration began about 1865, when oil seeps were discovered in Pico Canyon. This led to discoveries of
oil on Rancho San Francisco and, ultimately, throughout the Valley. Lack of a local market and cost of
shipping prevented major development of this natural resource until 1876, when the Southern Pacific
Railroad crossed the region. This initiated an oil boom in the area, with the development of the Newhall
oil field and establishment of the Pioneer Oil Refinery (ultimately, the predecessor to Chevron Oil) in
1876.
The third local event of historical importance in Southern California was the collapse of the St. Francis
Dam and the resulting flood of the Santa Clara Valley on March 12 and 13, 1928. With the failure of the
dam near midnight on March 12, water raged down San Francisquito Canyon to Castaic junction, which
it effectively leveled, and then on to Fillmore, Santa Paula and ultimately to the Pacific Ocean. The flood
caused at least 336 deaths, and destroyed 990 homes and many acres of orchards.
In summary, the study area falls outside the areas of major historical development and use in the region.
It is undeveloped today, making it unlikely that earlier remains are present within the property.
EXISTING CONDITIONS
Geologic Conditions
The subject road alignment is situated in the western Transverse Ranges geomorphic province in the
extreme western portion of the Soleclad Basin. The San Gabriel fault zone is mapped at the proposed
intersection of Golden Valley Road and Via Princessa. A thick accumulation of Cenozoic period (from 65
million years ago to present day) sedimentary rocks has accumulated in this structural/depositional basin
and has subsequently been faulted and folded by repeated tectonic deformation. Quaternary (from 1.8
million years ago to present day) alluvium covers the valley floors.
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The property is situated south of the terminus of Via Princessa, to the east of Golden Valley Road, to the
north of adjacent Golden Valley High School. The project site is at an elevation of approximately
1,600 feet above sea level.
The vicinity surrounding the road alignment has been affected by slope movements that range in size
from small debris flows and surficial (surface) failures to large, deep-seated landslide failures. Numerous
landslides including a large deep seated landslide complex have been mapped along the subject road
alignment. As a result, the general surface geology of the project site is best described as landslide
deposits. The Saugus Formation is exposed at the surface of nearly the entire site but a large portion of it
has been disturbed by landslicling. Intact Saugus Formation bedrock is located on the southwest portion
of the site. Minor amounts of recent river -channel deposits are present in the lower elevations of the
property, largely underlying the immediate modern drainage and major tributaries of the Santa Clara
River.
Archeological Conditions
The review of archaeological knowledge pertinent to the prehistory of the study area raises two areas of
research concern. These stem partly from recent research in surrounding areas to the north and west
which has identified a series of demographic and settlement shifts that appear to be widespread within
the inland zone, but did not occur on the coast.5 Because the emphasis in Southern California
archaeological research has been so heavily coastal, these seemingly major changes have been overlooked
in cultural historical and processual reconstructions, yet they have significant implications for the
prehistory of the region in general.
The first of the research problems is the post-Alti thermal radiation of sites and peoples into a wide range
of new ecological zones, off of the coast where Early Millingstone Period sites and population had been
concentrated. This interpretation of the inland Southern California archaeological record suggests that:
(1) little or no visible occupation or use of the inland zones occurred before approximately 3,500 to
4,000 years BP (during the Intermediate Period); and (2) that, at about this time, large numbers of sites
appear in the inland zone. Moreover, this Intermediate Period population expansion is particularly
notable in mid -elevation zones. (It is possible that this radiation into the inland zone was at least in part a
reflection of the movement of Takic speaking peoples, including ancestral Gabrielino, into the inland
coastal zone from their heartland in east -central California.) Evidence on the age and nature of the initial
occupation of prehistoric sites in the study region would clearly be valuable with respect to determining
5 W & S Consultants, Plevie I Archaeological Survey of the West Ridge Study Area, Los Angeles County, California, 1994.
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both how widespread this pattern actually was, and whether or not it may be linked to the Takic
ethnolinguistic spread.
A second aspect of inland Southern California prehistory which warrants investigation is a parallel
problem which pertains to essentially the same village and hamlet sites first occupied about 3,500 to 4,000
years BR This is their apparent abandonment at about AD 1,000-1,200.6 That is, recent evidence from the
Santa Clara Valley and the Simi Corridor, to the north, suggests that this post -4,000 years BP radiation
represented an increase in settlement numbers which terminated immediately before the beginning of the
Late Prehistoric or Canalific, Period, as marked by the abandonment of large numbers of village sites.
Whether this reflects a reduction in total population or instead a change in population distribution
(towards aggregation into fewer but larger sites, closer to or on the coast) is as yet unknown.
To be sure, the above suggested research problems are not ones that can be fully resolved within the
scope of the current survey project. On the other hand, the basic kinds of empirical data collected during
a survey of this nature, including the numbers, distributions, functional types and ages of sites, contribute
important evidence towards our understanding of these large issues in regional prehistory.
Historic Conditions
The Class III Inventory/Phase I Study identified the Los Angeles Department of Water and Power
(LADWP) transmission line as eligible for designation on the National Register of Historic Places.
Class III Inventory/Phase I Study
Records Search
An archival records search of the Via Princessa study area, which is approximately 102 acres in size, was
completed by staff at the California State University, Fullerton, Archaeological Information Center (AIC)
to determine whether the study area contains any known prehistoric or historical sites, and/or whether all
or portions of the area had been systematically surveyed by archaeologists.
The records search revealed that eight previous archaeological studies have covered small portions of the
study area and that five of the studies covered the project site. One historical site (19-002132) has been
identified within a 0.125 -mile radius of the project site. This site is located within the western portion of
the study area and is summarized as follows:
6 W & S Consultants, 1994.
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19-002132: This historic site consists of a Los Angeles Department of Water and Power (LADWP)
transmission line that extends from Power Plant 1 in San Francisquito Canyon to the Olive Switching
Station in the San Fernando Valley. Originally constructed in 1917, this transmission line is part of the
first electrical power generation and transmission system for the City of Los Angeles. Power Plant 1 in
San Francisquito Canyon and a transmission line from Power Plant 1 to the Olive Switching Station were
developed after completion of the aqueduct, which was built between 1908 and 1911 to provide water to
the City of Los Angeles. Site 19-002132 was determined eligible for listing in the National Register of
Historic Places on November 11, 2004.
The 1900 and 1940 San Fernando 15 -foot topographic quadrangles also were examined to determine if
there is evidence of early use of the property. The study area was essentially undeveloped at least until
1940, with only the LADWP transmission line (19-002132) in the area.
In summary, the records search indicates that the study area is known to contain only one historic
property.
Field Sitrztey Resitits
The intensive Class III inventory/Phase I archaeological survey was conducted in July 2010. Field
procedures involved walking the property in transects spaced at approximately 10 to 15 meter intervals.
The ground surface was examined during these transects to identify evidence of prehistoric and historical
sites. For prehistoric sites, evidence might include surface artifacts, dark organically rich midden soils,
fire -cracked rock resulting from earth ovens and roasting pits, and shell and bone that might represent
remnants of dietary remains. Alternatively, historical remains in the form of metal, glass, and ceramic
were also considered possible finds within the study area.
During the survey special attention was paid to geornorphological conditions that affect the preservation
of archaeological remains. Road or bank -cuts that expose subsurface stratigraphy, for example, along
with stable geomorphic and depositional environments, were carefully examined for evidence of cultural
remains. Furthermore, rodent backdirt piles were carefully examined inasmuch as they can reveal the
presence of buried archaeological deposits.
Field conditions and ground surface visibility for the survey of the study area were good. A moderate to
light density of groundcover was observed over much of the undisturbed portions of the study area.
Disturbed areas on the study area were found to be primarily associated with dirt roads and trails. The
disturbed areas, which were clear of vegetation, were inspected carefully for surface cultural remains.
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Only one historic site (19-002132) was found to occur within the study area, which confirms the results
from the previous surveys that covered the current project site.
REGULATORY SETTING
Federal Regulations
National Historic Preservation Act
Enacted in 1966, the National Historic Preservation Act (NHPA) has become the foundation and
framework for historic preservation in the United States.7 Briefly, the NHPA authorizes the Secretary of
the Interior to expand and maintain an NRHP; it establishes an Advisory Council on Historic
Preservation as an independent federal entity, requires federal agencies to take into account the effects of
their undertakings on historic properties, and affords the Advisory Council a reasonable opportunity to
comment on any undertaking that may affect historic properties listed, or eligible for listing, in the
NRHP; and makes the heads of all federal agencies responsible for the preservation of historic properties
owned or controlled by their agencies. In addition, the NHPA authorizes funding for state programs with
provisions for pass-through funding and participation by local governments. In summary, the NHPA
provides the legal framework for most state and local preservation laws.
National Park Service
The National Park Service has issued regulations governing the NRHP.8 Among the topics covered in
detail in these regulations are the effects of listing under federal law, definition of key terms
(e.g., building, site, structure, and district), nomination procedures, nomination appeals, and removing
properties from the NRHP. Importantly, the regulations present the following criteria by which historic
properties are evaluated for the NRHP:9
The quality of significance in American history, architecture, archaeology, engineering, and
culture is present in districts, sites, buildings, structures, and objects that possess integrity of
location, design, setting, materials, workmanship, feeling, and association, and
(a) That are associated with events that have made a significant contribution to the broad
patterns Of our history, or
(b) That are associated with the lives of persons significant in our past; or
7 US Code, Title 16, Part 470 et seq., Public Law 890665, National Historic Preservation Act.
8 US Code, Title 36, Chapter 1. Part 60, National Register of Historic Places, revised July 1. 2004.
9 US Code, Section 60.4.
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(c) That embody the distinctive characteristics of a type, period, or method of construction, or
that represent the work of a master, or that possess high artistic values, or that represent a
significant and distinguishable entity whose components may lack individual distinction, or
(d) That have yielded, or may be likely to yield, intbrmation important in prehistory or history
(36 CFR 60.4).
A historic property does not have to be nominated for, or listed in, the NRHP to be afforded protection
under the NHPA. Most of the properties managed under this and other federal historic -preservation
authorities have never been nominated for the NRHP. The significance of a historic district, site, building,
structure, or object—and thus its required consideration under the law—is determined by the property's
eligibility for the NRHP with respect to the criteria set forth in 36 Code of Federal Regulations (CFR) 60.4.
NHPA Section 106 Review
The NHPA established the Section 106 review procedure to protect historic and archaeological resources
(that are listed in or eligible for listing in the NRHP) from impacts of projects by a federal agency, projects
funded or permitted by a federal agency, or projects located on federally owned land or Native
American -owned land.10 The responsible federal agency first determines whether it has an undertaking
that is a type of activity that could affect historic properties. Historic properties are properties that are
included in the NRHP or that meet the criteria for listing in the NRHP. If so, it must identify the
appropriate State Historic Preservation Officer/Tribal Historic Preservation Officer (SHPO/THPO) to
consult during the process.
Native American Consultation
In 2008, the Advisory Council on Historic Preservation (ACHP) issued a handbook to guide and assist
lead agencies and other entities, with the federal Native American consultation process within the
regulatory framework of Section 106 of the NHPA.
State Regulations
California Environmental Quality Act
Cultural resources management work conducted as part of the project must comply with the CEQA
statutes and the State CEQA Guidelines, and any potential historic and prehistoric resources that might
exist within the proposed project area would have to be evaluated under these guidelines.11 Enacted in
10 US Code, National Historic Preservation Act, Section 106.
11 California Public Resources Code, Title 14, Division 6, Chapter 3, California Environmental Quality Act Guidelines,
Section 15064.5.
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1971, CEQA and the State CEQA Guidelines direct lead agencies to determine whether an archaeological
site is a "historically significant" cultural resource.
For purposes of this section, the term "historical resources" shall include the following:
1. A resource listed in, or determined to be eligible by the State Historical Resources Commission, for
listing in the CRHR.12
2. A resource included in a local register of historical resources, as defined the Public Resources Code,
shall be presumed to be historically or culturally significant. Public agencies must treat any such
resource as significant unless the preponderance of evidence demonstrates that it is not historically or
culturally significant.13
3. Any object, building, structure, site, area, place, record, or manuscript which a lead agency
determines to be historically significant or significant in the architectural, engineering, scientific,
economic, agricultural, educational, social, political, military, or cultural annals of California may be
considered to be a historical resource, provided the lead agency's determination is supported by
substantial evidence in light of the whole record. Generally, a resource shall be considered by the lead
agency to be "historically significant" if the resource meets the criteria for listing on the CRHR
including the following:14
A. Is associated with events that have made a significant contribution to the broad patterns of
California's history and cultural heritage;
B. Is associated with the lives of persons important in our past;
C. Embodies the distinctive characteristics of a type, period, region, or method of construction, or
represents the work of an important creative individual, or possesses high artistic values; or
D. Has yielded, or may be likely to yield, information important in prehistory or history.
4. The fact that a resource is not listed in, or determined to be eligible for listing in the CRHR, not
included in a local register of historical resources does not preclude a lead agency from determining
that the resource may be a historical resource as defined in Public Resources Cocle.15
12 California Public Resources, California Register of Historical Resources Section 4850 et seq.
13 California Public Resources, California Register of Historical Resources, Sections 5020.1(k) and 5024.1(g).
14 California Public Resources, California Register of Historical Resources, Section 4852.
15 California Public Resources, California Register of Historical Resources, Sections 5020.1 and 5024.1; State CEQA
Guidelines Section 15064.5.
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The term "unique archaeological resource" has the following meaning under CEQA:16
An archaeological artifact, object, or site about which it can be clearly demonstrated that, without
merely adding to the current body of knowledge, there is a high probability that it meets any of the
following criteria:
(1) Contains infitrmation needed to answer important scientific research questions and that there
is a demonstrable public interest in that information.
(2) Has a special and particular quality such as being the oldest of its type or the best available
example of its type.
(3) Is directly associated with a scientifically recognized important prehistoric or historical event
or person.
A project with an effect that may cause a substantial adverse change in the significance of a historical
resource or a unique archaeological resource is a project that may have a significant effect on the
environment. Effects on cultural properties that qualify as historical resources or unique archaeological
resources can be considered adverse if they involve physical demolition, destruction, relocation, or
alteration of the resource or its immediate surroundings such that the significance of a historical resource
would be materially impaired.
The cited statutes and guidelines specify how cultural resources are to be managed in the context of
projects. Briefly, archival and field surveys must be conducted, and identified cultural resources must be
inventoried and evaluated in prescribed ways. Prehistoric and historical resources deemed historically
significant would be considered in the context of the proposed project's planning and development. Any
proposed undertaking that may affect historically significant cultural resources must be submitted to the
SHPO for review and comment prior to project approval by the responsible agency (in this case the
County) and prior to construction. Subsequent sections of the State CEQA Guidelines detail methods by
which significant effects may be mitigated, and discuss procedures for treatment of human remains
discovered in the course of project development.
Office of Historic Preservation
The mission of the Office of Historic Preservation (OHP) and the State Historical Resources Commission
(SHRC), in partnership with the people of California and governmental agencies, is to preserve and
enhance California's irreplaceable historic heritage as a matter of public interest so that its vital legacy of
cultural, educational, recreational, aesthetic, economic, social, and environmental benefits will be
maintained and enriched for present and future generations.
16 California Environmental Quality Act, Section 21083.2(g).
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The CHP is responsible for administering federally and state -mandated historic preservation programs to
further the identification, evaluation, registration, and protection of California's irreplaceable
archaeological and historical resources under the direction of the SHPO and the SHRC. OHP's
responsibilities include
• identifying, evaluating, and registering historic properties;
• ensuring compliance with federal and state regulatory obligations;
• encouraging the adoption of economic incentives programs designed to benefit property owners; and
• encouraging economic revitalization by promoting a historic preservation ethic through preservation
education and public awareness and, most significantly, by demonstrating leadership and
stewardship for historic preservation in California.
CHP reviews and comments on several thousand federally sponsored projects and state programs and
projects annually pursuant to Section 106 of NHPA.
California Register of His to ric Places
The California Register of Historical Resources (California Register) is an authoritative guide to
California's significant historical and archaeological resources to be used by state and local agencies,
private groups, and citizens in identifying the existing historical resources of the state, and to indicate
which resources deserve to be protected, to the extent prudent and feasible, from substantial adverse
change. The State of California CHP administers the California Register of Historic Places program.17 As
a recipient of federal funding, the CHP meets the requirements of the NHPA, as it has a SHPO who
enforces a designation and protection process, has a qualified historic preservation review commission,
maintains a system for surveys and inventories, and provides for adequate public participation in its
activities. As the recipient of federal funds that require pass-through funding to local governments, the
CHP administers the Certified Local Government program for the State of California. The CHP also
administers the California Register of Historical Landmarks and California Points of Local Historical
Interest programs.
The NRHP and CRHR criteria mirror each other in terms of determination of site significance and listing
eligibility. As previously stated, an NRHP eligible historic property qualifies for CRHR eligibility;
however, CEQA addresses local resources of historical significance, provided the local resource meets the
criteria set forth in Title 14, California Code of Regulations Section 15064.5(a)(3).
17 California State Parks, Office of Historic Preservation, http://ohp.parks.ca.gov/?page-id-21238.
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Health and Safety Code
It should also be noted that sites that may contain human remains important to Native Americans must
be identified and treated in a sensitive manner, consistent with the California Health and Safety Code and
Public Resources Code as reviewed below:18
In the event that human remains are encountered during project development and in accordance
with the Health and Saftly Code Section 7050.5, the County Coroner must be notified if
potentially human bone is discovered. The Coroner will then determine within two working days
of being notified if the remains are subject to his or her authority. If the Coroner recognizes the
remains to be Native American, he or she shall contact the Native American Heritage Commission
(NAHQ by phone within 24 hours, in accordance with Public Resources Code Section 5097.98.
The NAHC will then designate a Most Likely Descendant (MLD) with respect to the human
remains. The MLD then has the opportunity to recommend to the property owner or the person
responsible for the excavation work means for treating or disposing, with appropriate dignity, the
human remains and associated grave goods.
Public Resonrces Code Sections
Public Resources Code Section 21083.2(a) pertains to archaeological resources, specifically, those
determined significant per CEQA.
(a) As part of the determination made pursuant to Section 21080.1, the lead agency shall
determine whether the project may have a significant efftct on archaeological resources. If the
lead agency determines that the project may have a significant effect on unique archaeological
resources, the environmental impact shall address the issue of the resources. An
environmental impact report, if necessary, shall not address the issue of non unique
resources. A negative declaration shall be issued with respect to a project if but for the issue
Of nonunique archaeological resources, the negative declaration would be otherwise issued.
A "significant effect" upon an historic resource, is considered a "substantial adverse change" per CEQA
15064.5(b)(1,2); "physical demolition, destruction, relocation, or alteration of the resource or its immediate
surroundings such that the significance of an historic resource would be materially impaired," possibly
resulting in a determination of ineligibility for the CRHR.
Public Resources Code 21084.1 also addresses CEQA compliance and archaeological resources:
A project that may cause a substantial adverse change in the significance of an historical resource
is a project that may have a significant efftct on the environment. For purposes of this section, an
historical resource is a resource listed in or determined to be eligible for listing in, the CRHR.
Historical resources included in a local register of historical resources, as defined in subdivision
(k) of Section 5020.1, or deemed significant pursuant to criteria set forth in subdivision (g)
18 California Health and Safety Code, Sections 7050.5 and 5097.98
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Section 5024.1, are presumed to be historically or culturally significant for purposes of this
section, unless the preponderance of evidence demonstrates that the resource is not historically or
culturally significant.
The fact that a resource is not listed in, or determined to be eligible for listing in, the CRHR, not
included in a local resister of historical resources, or not deemed significant pursuant to criteria
set for in subdivision (g) of Section 5024.1 shall not preclude a lead agency ftom determining
whether the resource may be an historical resource for purposes of this section.
California State Historical Building Code, CCR Title 24, Part 8
The intent of the California State Historic Building Code (SHBC) is the appropriate treatment of historical
buildings while simultaneously providing for the health and safety of potential occupants, and energy
conservation.19
It is the purpose of the State Historical Building Code to provide regulations and standards for the
rehabilitation, preservation, restoration (including related reconstruction) or relocation as
applicable to all historical buildings, structures and properties deemed of importance to the
history, architecture, or culture Of an area by an appropriate local or state governmental
jurisdiction. Such standards and regulations are intended to facilitate the restoration or change of
occupancy so as to preserve their original or restored elements and features, to encourage energy
conservation and a cost effective approach to preservation, and to provide for reasonable saftly
ftom fire, seismic forces or other hazards for occupants and users of such "buildings, structures
and properties" and to provide reasonable availability and usability by the physically disabled.
Tribal Consultation (Senate Bill 18)
Cities and counties are required, pursuant to Senate Bill (SB) 18, to notify and consult with California
Native American Tribes about proposed local land use planning decisions for protecting Traditional
Tribal Cultural Places.20 Cities and counties must obtain a list of the California Native American tribes
from the NAHC whose traditional lands within the agency's jurisdiction may be affected by a proposed
adoption or amendment of a General Plan or Specific Plan. Prior to the adoption or any amendment of a
General Plan or Specific Plan, a local government must notify the appropriate tribes of the opportunity to
conduct consultations on the proposed action. Prior to the adoption or substantial amendment of the
General Plan or Specific Plan, a local government must refer the proposed action to those tribes on the
Native American contact list that have traditional lands within the agency's jurisdiction.
To help local officials meet these new obligations, SB 18 requires the Governor's Office of Planning and
Research (ORR) to amend its General Plan Guidelines to include advice to local government on how to
consult with California Native American tribes.
19 Health and Safety Code, Division 13, Part 2.7, Section 18950 to 18961, State Historical Building Code.
20 California Senate Bill 18, Chapter 905, Statutes of 2004.
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Developed in consultation with the NAHC, the ORR guidelines include advice for consulting with
California Native American Tribes for
• the preservation of, or the mitigation of impacts to, cultural places;
• procedures for identifying through the NAHC the appropriate California Native American tribes;
• procedures for continuing to protect the confidentiality of information concerning the specific
identity, location, character, and use of cultural places; and
• procedures to facilitate voluntary landowner participation to preserve and protect the specific
identity, location character, and use of cultural places.21
Local Regulations
City of Santa Clarita General Plan
The Open Space and Conservation Element of the General Plan identified goals, objectives, and policies
pertaining to historical resources and archeological resources but did not identify specific goals,
objectives, and policies related to paleontological resources. These goals, objectives, and policies are
identified below.
Goal CO 5: Protection of historical and culturally significant resources that contribute to
community identity and a sense of history.
Objective CO 5.1: Protect sites identified as having local, state, or national significance as a
cultural or historical resource.
Policy CO 5.1.1: For sites identified on the Cultural and Historical Resources
Map, review appropriate documentation prior to issuance of any
permits for grading, demolition, alteration, and/or new
development, to avoid significant adverse impacts. Such
documentation may include cultural resource reports,
environmental impact reports, or other information as
determined to be adequate by the reviewing authority.
Policy CO 5.1.2: Review any proposed alterations to cultural and historic sites
identified in Table CO -1 or other sites which are so designated,
based on the guidelines contained in the Secretary of the
Interior's Standards for the Treatment of Properties (Title 36,
21 California Government Code, Section 65040.2(g).
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Code of Federal Regulations, Chapter 1, Part 68, also known as
36 CFR 68), or other adopted City guidelines.
Policy CO 5.1.3: As new information about other potentially significant historic
and cultural sites becomes available, update the Cultural and
Historical Resources Inventory and apply appropriate measures
to all identified sites to protect their historical and cultural
integrity.
Objective CO 5.3: Encourage conservation and preservation of Native American cultural
places, including prehistoric, archaeological, cultural, spiritual, and
ceremonial sites on both public and private lands, throughout all stages
of the planning and development process.
Policy CO 5.3.1: For any proposed general plan amendment, specific plan, or
specific plan amendment, notify and consult with any California
Native American tribes on the contact list maintained by the
California Native American Heritage Commission that have
traditional lands located within the City's jurisdiction, regarding
any potential impacts to Native American resources from the
proposed action, pursuant to State guidelines.
Policy CO 5.3.2: For any proposed development project that may have a potential
impact on Native American cultural resources, provide
notification to Native American tribes on the contact list
maintained by the California Native American Heritage
Commission that have traditional lands located within the City's
jurisdiction, and consider the input received prior to a
discretionary decision.
Policy CO 5.3.3: Review and consider a cultural resources study for any new
grading or development in areas identified as having a high
potential for Native American resources, and incorporate
recommenclations into the project approval as appropriate to
mitigate impacts to cultural resources.
Goal CO 10: Preservation of open space to meet the community's multiple objectives for
resource preservation.
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Objective CO 10.1: Identify areas throughout the Santa Clarita Valley which should be
preserved as open space in order to conserve significant resources for
longAerm community benefit.
Policy CO 10.1.4: Maintain and acquire, where appropriate, open space to
preserve cultural and historical resources.
Goal LU 2: A mix of land uses to accommodate growth, supported by adequate resources
and maintaining community assets.
Objective LU 2.2: Protect significant community resources from encroachment by
incompatible uses, where feasible and appropriate.
Policy LU 2.2.2: Identify sites and areas with historical or cultural value to the
community, and ensure that uses in or adjacent to these areas
will not impact their historical integrity.
Goal LU 6: A scenic and beautiful urban environment that builds on the community's
history and natural setting.
Objective LU 6.4: Protect the Santa Clarita Valley's significant historical and cultural
resources in a scenic setting through appropriate land use designations.
Policy LU 6.4.3: Maintain cultural resources from pre -historical Native American
habitation and historical settlement in the areas around Vasquez
Rocks, Elsmere Canyon, and along the Santa Clara River,
through designation of these areas as Open Space on the Land
Use Map.
Policy LU 6.4.6: Through the environmental review and development review
processes, evaluate impacts on historic and cultural sites from
proposed development and require appropriate mitigation.
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City of Santa Clarita Unified Development Code
The Property Development Standards22 of the City of Santa Clarita includes the requirement that all
historical points of interest, as identified in the Open Space and Conservation Element of the Santa Clarita
General Plan, shall be shown on the site plan. Any development that would detrimentally affect the
historical point of interest shall comply with the requirements of City, state, and federal law.
The purpose of the Historic Preservation Review is to promote the economic and general welfare of the
City of Santa Clarita by preserving and protecting public and private historic, cultural, and natural
resources which are of special historic or aesthetic character or interest, or relocating such resources
where necessary for their preservation and for their use, education, and view by the general public.
Through historic preservation review, the Director of Community Development shall ensure that the
project complies with all of the provisions of the Unified Development Code, the General Plan, specific
plans and other legislative planning documents.23
PROJECT IMPACTS
Thresholds of Significance
In order to assist in determining whether a project will have a significant effect on the environment, the
State CEQA Guidelines, Appendix G identify criteria for conditions that may be deemed to constitute a
substantial or potentially substantial adverse change in physical conditions. Specifically, Appendix G of
the State CEQA Guidelines (Environmental Checklist Form) lists the following items to be considered
when determining whether a project may be deemed to have a significant impact on cultural resources if
it would:
cause a substantial adverse change in the significance of a historical resource, as defined in
Section 15064.5 of the State CEQA Guidelines;
cause a substantial adverse change in the significance of an archaeological resource, as defined in
Section 15064.5 of the State CEQA Guidelines;
0 disturb any human remains, including those interred outside of formal cemeteries; or
0 directly or indirectly destroy a unique paleontological resource of site or unique geologic feature.
22 City of Santa Clarita. Unified Development Code. Title 17 Zoning Section 17.15.020. "Property Development
Standards."
23 City of Santa Clarita. Section 17.15.020. "Property Development Standards." Section 17.03.145. "Historic
Preservation Review."
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Impact Analysis
Impact Threshold 4.3-1 Cause a substantial adverse change in the significance of a historical
resource, as defined in Section 15064.5 of the State CFQA Guidelines
The proposed project is located in the City of Santa Clarita approximately 1.5 miles west of the State
Route 14/Golden Valley Road interchange. The project site consists of portions of Via Princessa between
Golden Valley Road in the west and Sheldon Avenue in the east. The majority of the project site is
currently undeveloped rural land consisting of hilly terrain with extensive native vegetation. However,
there has already been construction activity within the western terminus of the Via Princessa Road
alignment due to the construction of Golden Valley Road in conjunction with the construction of Golden
Valley High School. This recently constructed area is located near the southeast portion of the intersection
of Via Princessa and Golden Valley Roads. As a result, several hundred feet of the western end of the
alignment has already been graded within the vicinity of the historical site (19-002132), also known as the
LADWP transmission line.
The records search revealed that eight previous archaeological studies have covered small portions of the
study area and that five of the studies covered the project site. One historical site (19-002132) has been
identified within a 0.125 -mile radius of the project site. This property was determined eligible for listing
in the National Register of Historic Places.
None of the LADWP transmission towers are located within the Via Princessa road alignment. Based on
the proposed construction plan of the proposed project, the existing LADWP transmission line towers
(19-002132) will be avoided. Therefore, the development of the proposed project does not have the
potential to result in adverse effects to the LADWP transmission line and towers. Accordingly, no
additional archaeological work is recommended for this property. However, as described in the Class III
Inventory/Phase I report, the remainder of the project site is undisturbed and therefore there is the
potential for uncovering unknown historic properties.
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Mitigation Measures
The following mitigation measures shall be implemented:
MM 4.3-1 In the event that cultural resources are found during construction, activity shall stop and
a qualified archaeologist shall be contacted to evaluate the resources. If the find is
determined to be a historical or unique archaeological resource, contingency funding and
a time allotment sufficient to allow for implementation of avoidance measures or
appropriate mitigation will be made available. Construction on other parts of the project
site may proceed in accordance with Public Resources Code section 21083.2(i).
Residual Impacts
Impacts would be less than significant with mitigation.
Impact Threshold 4.3-2 Cause a substantial adverse change in the significance of an archaeological
resource, as defined in Section 15064.5 of the State CEQA Guidelines
As described above in Existing Conditions, the Santa Clarita Valley region was the traditional homeland
of the Tataviam, and possibly the Gabrieleno/Tongva and Chumash Native American culture groups. As
described above in Class III Inventory/Phase 1, a field survey was conducted to determine the presence of
prehistoric sites.
In terms of cultural resources, no new sites and/or isolates of prehistoric or historic archaeological type
were identified within the project site. The archival research and literature reviewed in support of the
proposed project did not indicate a prehistoric site or isolate within 0.125 -miles, however, the LAIDWP
transmission line was identified within the project site. As described above under Impact Threshold
4.3-1, the proposed alignment of Via Princessa would avoid the LAIDWP transmission line. As a result, no
additional archeological work is required for the project site.
As described in the Section 4.4, Geology and Soils, the soils underneath the project site contain landslide
material, quaternary alluvium, and Saugus Formation. The southwestern portion adjacent to the project
site was graded for the development Golden Valley Road. As a result, the likelihood for discovery of
archaeological resources would be low due to previous earth disturbance of the site. However, as the
proposed project would involve earth moving operations there is the potential for accidental discovery of
archeological resources.
Mitigation Measures
Mitigation Measure MM 4.3-1 shall be implemented.
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Residual Impacts
Impacts would be less than significant with mitigation.
Impact Threshold 4.3-3 Disturb any human remains, including those interred outside of formal
cemeteries
The archaeological survey conducted for the proposed project (see Appendix 4.3) concluded that there
were no known formal cemeteries on the project site. As described above in Ethnographic Setting, the
project area was used, specifically along the local waterways, by the Tataviarn and neighboring cultural
groups. However, this investigation does not provide conclusive evidence for the absence of potential
human remains to exist on the project site. Therefore, there is the potential for discovery of human
remains during grading activities.
Mitigation Measures
The following mitigation measure shall be implemented.
MM 4.3-2 If human remains are encountered during a public or private construction activity, other
than at a cemetery, State Health and Safety Code 7050.5 states that no further disturbance
shall occur until the Los Angeles County Coroner has made a determination of origin
and disposition pursuant to Public Resources Code Section 5097.98. The Los Angeles
County Coroner must be notified within 24 hours.
a. If the coroner determines that the burial is not historic, but prehistoric, the Native
American Heritage Commission (NAHC) or other represented ethnic groups, must
be contacted to determine the most likely descendent (MLD) for this area. The MLD
may become involved with the disposition of the burial following scientific analysis.
Residual Impacts
Impacts would be less than significant with mitigation.
Impact Threshold 4.3-4 Directly or indirectly destroy a unique paleontological resource of site or
unique geologic feature
The project site is geologically situated on a surficial deposit of landslide and alluvium consisting of
younger Quaternary gravels and sands, the Sunshine Ranch Member (Upper Facies) of the Saugus
Formation, and compacted fill, as described in Section 4.4 Geology and Soils. Alluvial deposits are
known to be fossiliferous and may contain paleontologic remains, although fossil bearing soil in this
location is within the deeper Saugus Formation. Therefore, the likelihood to discover paleontologic
resources is low during earth moving activities. However, because the proposed project will involve
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earthmoving activities, there is the potential to accidentally discover paleontological resources, which
could result in significant impacts.
Mitigation Measures
The following mitigation measures shall be implemented.
MM 4.3-3 During grading activities, in the unlikely event that paleontological resources are found,
a paleontologist will be notified to stabilize, recover, include laboratory preparation,
analysis, cataloging, curation, and final acceptance to a legal repository will be required.
Those findings shall be included in a Report of Findings, which documents the results of
monitoring service activities, to the Department of Community Development Planning
Division. If isolated artifacts, archaeological sites (prehistoric and/or historic), or features
are located; laboratory preparation, analysis, cataloging, curation, and final acceptance to
a legal repository will be required, and those findings shall be included in the
aforementioned Report of Findings, in order to fulfill the federal and state regulations
and requirements.
MM 4.3-4 Prior to grading activities, a paleontologist shall be retained to monitor construction
activities.
Residual Impacts
Impacts would be less than significant with mitigation.
CUMULATIVE IMPACTS
Impacts upon cultural and paleontological resources tend to be site specific and are assessed on a
site -by -site basis. Where resources exist, implementation of cumulative development in the region would
represent an incremental adverse impact to cultural resources. However, provided that proper
mitigation, as defined by State CEQA Guidelines Section 15126.4(b) and as defined in mitigation measures
MM 4.3-1 to MM 4.3-4, is implemented in conjunction with development of related projects in the City of
Santa Clarita, no significant cumulative impacts are anticipated.
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CUMULATIVE MITIGATION MEASURES
No mitigation measures other than that required for the project -level impacts are required.
UNAVOIDABLE SIGNIFICANT IMPACTS
No unavoidable significant cultural resource impacts would result with implementation of the proposed
project.
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4.4 GEOLOGY AND SOILS
1MV1 RVA 1XV0
This section describes the existing geologic and soils conditions on the project site, and the potential for
geotechnical hazards to affect the Via Princessa East Extension project. Soils on the project site are subject
to landslides, erosion, hydro -compression, and expansion. The project site also may be subject to ground
shaking due to its location within a seismically active region; however, the project site is not underlain by
any faults and, therefore, not subject to fault rupture. Based on the results of the geotechnical
investigation of the project site, significant impacts could occur as a result of strong seismic ground
shaking, landslides, soil expansion, and soil collapse. The proposed project would involve over
100,000 cubic yards of grading, which could also be a significant impact. However, with implementation
of certain grading and construction techniques outlined in the geotechnical report prepared for the
proposed project, and included within this section as mitigation measures, impacts would be reduced to a
less than significant level. Cumulative impacts related to geotechnical hazards would also be less than
significant.
INTRODUCTION
Information in this section was derived from the geotechnical analyses prepared specifically for the
project site:
• Geologic/Geotechncial Report, "EIR-Level Review of Road Alignment for Via Princessa East from
Golden Valley Road to 250 feet west of Sheldon Avenue," prepared by Allen E. Seward Engineering
Geology, Inc., August 13, 2010
• Geologic/Geotechnical Report, "Via Princessa Road Alignment and Adjacent Parcels Feasibility
Study," prepared by Allen E. Seward Engineering Geology, Inc., September 13, 2010
These documents are included in Appendix 4.4 of this EIR. The geotechnical report characterizes surface
and subsurface geologic conditions, identifies geologic hazards and liquefaction potential, and develops
recommenclations for mitigation of geologic hazards. Information in the report is based on the results of
subsurface exploration on the project site that included drilling, sampling, and geologic logging of
exploratory borings, and a review of data available from the California Geological Survey, California
Division of Oil, Gas, and Geothermal Resources, and United States Geological Survey.
Geologic/Geotechnical Report, "Via Princessa Road Alignment and Adjacent Parcels Feasibility Study,
prepared by Allen E. Seward Engineering Geology, Inc., September 13, 2010 was necessary to describe the
general landslide geometry, and the stability of the landslide, and preliminary recommendations for
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mitigation. This report was necessary to determine the extent of the landslicle(s) present on the project
site. Nearby property owners may use information in part, or in whole, for site-specific development in
the future for respective development proposals. However, each property owner would be required to
conduct site-specific geotechnical investigation prior to City review. The Geologic/Geotechnical Report,
"Via Princessa Road Alignment and Adjacent Parcels Feasibility Study," prepared by Allen E. Seward
Engineering Geology, Inc., September 13, 2010 will not be adequate nor solely appropriate for
geotechnical review for adjacent property development.
EXISTING CONDITIONS
Regional Geology
The project site is located in the extreme western portion of the Soleclad Basin in the western Transverse
Ranges geomorphic province of California. The Soleclad Basin is a narrow sedimentary trough that
generally coincides with the Santa Clara River Valley. The Soleclad Basin includes a thick section of
fluvial and lacustrine beds overlain by marine strata. The oldest beds correlate with the Oligocene
Vasquez Formation, which rests unconformably on Precambrian gabbro-anorthosite rock. The youngest
beds correlate with the Plio-Pleistocene Saugus Formation. The Soleclad Basin extends between the San
Gabriel fault in the Newhall -Saugus area and the San Andreas Fault near Palmdale.
The vicinity surrounding the proposed road alignment has been affected by slope movements that range
in size from small debris flows and surf icial failures to large, deep-seated landslide failures.
Geornorphology
The site topography is dominated by northwesterly trending ridges, with drainages that descend to the
northwest towards the Santa Clara River, which is located approximately 1.3 to 1.5 miles north of the site.
Slope gradients in the hillside areas of the site are moderate with an average gradient of about 2:1.
Ground surface elevations range from approximately 1,390 feet above mean sea level (msl) in the
southwest portion of the site to approximately 1,830 feet above msl in the northeast portion of the site.
Geologic Units
Soil and bedrock materials encountered on site consist of the Sunshine Ranch Member of the Saugus
Formation, Saugus Formation, alluvium, slopewash, residual soil, artificial fill and debris, and certified
engineered fill.
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Saugus Formation
This formation is exposed at the surface of nearly the entire site, but a large portion of it has been
disturbed by landslicling. Intact Saugus Formation bedrock is located on the southwest portion of the site.
The observed bedrock is dominated by moderately hard, light gray to yellowish -gray sandstone and
conglomerate with local interbeds of greenish -gray siltstone and sandy siltstone, and uncommon reddish -
brown mudstone in this area. Siltstone and mudstone units of the Saugus Formation are potentially
expansive. Thin, low -strength clay seams occur in the mudstone.
Sunshine Ranch Member of the Saugus Formation
The Sunshine Ranch member at the project site is exposed at the ground surface in the northeast corner of
the site. It consists primarily of massive silty sandstone, with interbeds of siltstone and clayey mudstones
that dip gently to the northwest. This unit contains very weak, clay rich interbeds that act as the failure
surface at the base of many of the mapped landslides in this area. The interpreted boundary/contact
between the Sunshine Ranch Member of the Saugus Formation and the overlying portion of the Saugus
Formation consists of a relatively continuous horizon informally known as the Friendly Valley Horizon
that contains very weak clay deposits.
Alluvium
Minor amounts of recent river -channel deposits are present in the lower elevations of the project site,
largely underlying the immediate modern drainage and major tributaries of the Santa Clara River. The
alluvial deposits consist of interbeds of sandy, silty, and clayey soils with gravels and pebbles.
Slopewash
Swales and side -canyons in the vicinity of the proposed alignment commonly contain loose debris
consisting of poorly sorted sand, silt, and bedrock fragments. This material has accumulated via daily
surface wash and periodic debris flows and is present above levels where they are incorporated and
reworked by modern stream flow. They are generally poorly consolidated.
Residual Soil
Ungraded areas of the site are mantled by surface soils consisting of moderate- to yellowish -brown and
yellowish -gray silty sand with scattered pebbles. Soil developed in the alluvial flats and in the relatively
flat mesa areas has been disturbed by past agricultural and grading activities.
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Artificial Fill
Non -compacted artificial fill may be present along the proposed road alignment. These deposits would
include minor spill fills generated during past grading of minor access roads.
Certified Engineered Fill
Certified engineered fill has been placed at the western portion of the proposed alignment during the
construction of Golden Valley Road and Golden Valley High School.
Groundwater
Groundwater beneath the proposed project site is either contained in the recent alluvium or perched
above low -permeability layers in the Saugus Formation and landslide deposits. The thickness of the
alluvium is estimated to be approximately 25 feet or less beneath the project site. The closest water well is
located adjacent to the Santa Clara River approximately 1.3 to 1.5 miles north of the project site. An
alluvial aquifer is not present beneath the project site. Perched groundwater was encountered in the
Saugus Formation bedrock and mapped landslide deposits during preliminary limited subsurface
exploration of the site.
Seismicity
Fault Rupture
The CGS defines a fault as a fracture or zone of closely associated fractures along which rocks on one side
have been displaced with respect to those on the other side.' A fault is distinguished from those fractures
caused by landslides or other gravity -induced ground failures. The CGS defines a fault zone as a zone of
related faults that commonly are braided and subparallel to each other, but may be branching and
divergent.2 A fault zone has significant width with respect to the fault, ranging from a few feet to several
miles.
Surface rupture occurs when movement on a fault deep within the earth breaks through to the surface.
Not all earthquakes result in surface rupture. Fault rupture almost always follows preexisting faults,
which are zones of weakness. Rupture may occur suddenly during an earthquake or slowly in the form of
1 California Geological Survey, "Fault -Rupture Hazard Zones in California" Sacrarnento: 2007, p.3.
2 California Geological Survey, "Fault -Rupture Hazard Zones in California" 2007, p.3.
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fault creep. Sudden displacements are more damaging to structures because they are accompanied by
shaking.3
Faults in Southern California are classified as active, potentially active, or inactive based on their most
recent activity. A fault can be considered active if it has demonstrated movement within the Holocene
epoch, or approximately the last 11,000 years. Faults that have demonstrated Quaternary movement (last
1.6 million years), but lack strong evidence of Holocene movement, are classified as potentially active.
Faults that have not moved since the beginning of the Quaternary period are deemed inactive.
The site is not located in a State of California Alquist-Priolo Earthquake Fault Zone. The closest active
fault zone is the San Gabriel Fault Zone, which terminates approximately 3,200 feet northwest of the
project site. The San Gabriel Fault extends 87 miles from the community of Frazier Park (west of Gorman)
to Mount Baldy in San Bernardino County. Within the Santa Clarita Valley, the San Gabriel Fault Zone
underlies the northerly portion of the community from Castaic and Saugus, extending east through
Canyon Country to Sunland. Holocene activity along the fault zone has occurred in the segment between
Saugus and Castaic. The length of this fault and its relationship with the San Andreas Fault system
contribute to its potential for future activity. The interval between major ruptures is unknown, although
the western half is thought to be more active than the eastern portion. The fault is a right -lateral strike -
slip fault, with an estimated earthquake magnitude of 7.2.
Gronud Shaking
Ground shaking is the most significant earthquake action in terms of potential structural damage and loss
of life. Ground shaking is the movement of the earth's surface in response to a seismic event. The
intensity of the ground shaking and the resultant damages are determined by the magnitude of the
earthquake, distance from the epicenter, and characteristics of surface geology. This hazard is the primary
cause of the collapse of buildings and other structures. The significance of an earthquake's ground
shaking action is directly related to the density and type of buildings and the number of people exposed
to its effect. Seismic shaking (earthquakes) in Southern California primarily occur as a result of movement
between the Pacific and North American plates. The San Andreas Fault system generally marks the
boundary between the plates.
Given its location within a seismically active region, the project site is subject to ground shaking. The
strongest, most proximate, most recent seismic event was the January 1994 Northridge Earthquake
3 California Geological Survey, "Alquist-Priolo Earthquake
http://�.conservation.ca.gov/ CGS/rghm/ap/Pages/Index.aspx (2008).
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(Richter magnitude 6.7). The epicenter of this event was located approximately 13 miles southwest of the
City of Santa Clarita in the Northridge community of Los Angeles City.
Ground Failure
Ground failure is a general term that refers to secondary, permanent ground deformation caused by
strong earthquake shaking, including liquefaction of saturated granular deposits or fine-grained soils
with low plasticity, lateral spreading, ground lurching, seismic settlement (dynamic clensification) of
loose, poorly consolidated materials, differential materials response, slope failure, sympathetic movement
on weak bedding planes or non -causative faults, and shattered ridge effects.
For liquefaction to occur, three conditions are required: the presence of soils that are susceptible to
liquefaction, ground shaking of sufficient magnitude and duration, and a groundwater level at or above
the level of the susceptible soils during the ground shaking. Susceptible soils are cohesionless and
characterized by loose to medium density. Even if some soil layers do liquefy, the effects of the
liquefaction may not be observed on the ground surface if non -liquefiable soils of sufficient thickness
overlie the liquefiable soils. Most of the project site is underlain by bedrock and/or landslide deposits that
are not susceptible to liquefaction. The alluvium present in the narrow canyon areas of the site is not
designated as potentially liquefiable on the State of California Seismic Hazard Zones Map.
Relatively loose granular alluvial soils located within the tributary canyon traversing the road alignment
may be prone to dynamic clensification as a result of future earthquake shaking. Potential for seismic
settlement (dynamic clensification) is negligible in the bedrock portions of the site.
Earthquake -induced slope failures include activation and reactivation of landslides, rock falls, debris
flows, and surficial failures. Numerous large, deep-seated landslides have been mapped at the proposed
road alignment. The potential for earthquake -induced slope failures is moderate to high on the landslide -
affected portions of the site and on the steep canyon slopes. Most of the hillside areas directly adjacent to
the proposed road alignment are designated on the State of California Seismic Hazard Zones Maps to
have potential for earthquake -induced slope instability.
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Landslides
Landslides and rock falls occur most often on steep or compromised slopes. Factors controlling the
stability of slopes include slope height and steepness, characteristics of the earth materials comprising the
slope, and intensity of ground shaking. A large landslide complex and smaller landslides have been
mapped along the subject road alignment as shown on Figure 4.4-1, Geologic Map of the Project Site.
Based on preliminary investigation of the large landslide complex and review of previous geologic and
geotechnical studies performed at the site and vicinity, it is determined that the large landslide consists of
a relatively continuous geologic horizon that contains very weak clay deposits informally called the
Friendly Valley Horizon. Based on preliminary geologic exploration, this landslide complex is estimated
to be up to approximately 140 feet thick at the location of the proposed road alignment.
Debris Flows
Debris flows, consisting of a moving mass of heterogeneous debris lubricated by water, are generated by
shallow soil slips in response to heavy rainfall. Conditions that create the potential for debris flow include
presence of a mantle or wedge of colluvial soil or colluvial ravine soil; a slope angle ranging from 27 to
56 degrees; and soil moisture equal to or greater than the colluvial soil's liquid limit. Debris flows are not
considered a significant hazard on the project site due to the absence of tall slopes in the immediate
vicinity.
REGULATORY FRAMEWORK
Federal Regulations
No specific federal regulations were identified that impact the geology and soils considerations. State and
local regulations (e.g., building codes) reflect national and international building codes and are discussed
below.
State Regulations
The California Geological Survey (CGS)4 is responsible for enforcing the Alquist-Priolo Earthquake Fault
Zoning Act and enforcing the Seismic Hazards Mapping Act. Both are described below.
4 The official name for the CGS is the Division of Mines and Geology. The modern pseudonym for the agency was
established in January 2002.
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Alquist-Priolo Earthquake Fault ZoningAct
The purpose of Alquist-Priolo Earthquake Fault Zoning Act (formerly called the Alquist-Priolo Special
Studies Zones Act)5 is to prohibit the location of most structures for human occupancy across the traces
of active surface faults, which are faults that have ruptured the ground surface in the past 11,000 years,
and to mitigate the hazard of fault rupture. The act addresses only the hazard of surface fault rupture and
is not directed toward other earthquake hazards. Under the act, the State Geologist (Chief of the CGS), is
required to delineate "earthquake fault zones" (EFZs) along known active faults in California. The
boundary of an EFZ is generally approximately 500 feet from major active faults, and 200 to 300 feet from
well-defined minor faults. Cities and counties affected by the EFZs must withhold development permits
for certain construction projects proposed within the zones until geologic investigations demonstrate that
the sites are not significantly threatened by surface displacement from future faulting. If an active fault is
found, a structure for human occupancy cannot be placed over the trace of the fault and must be set back
from the fault (generally 50 feet).
Seismic Hazards Mapping Act
Under the CGS's Seismic Hazards Mapping Act,6 which was passed in 1990, seismic hazard zones are to
be identified and mapped to assist local governments for planning and development purposes. The
Seismic Hazards Mapping Act differs from the Alquist-Priolo Earthquake Fault Zoning Act in that it
addresses non -surface fault rupture earthquake hazards, including strong ground shaking, liquefaction,
landslides, or other types of ground failure, and other hazards caused by earthquakes. The CGS provides
guidance on the evaluation and mitigation of earthquake -related hazards for projects within designated
zones of required investigations. 7
California Building Code
The State of California provides a minimum standard for building design through the California Building
Code (CBC), which is included in Title 24 of the California Administrative Code. The 2007 edition of the
CBC is based on the 2006 International Building Code (IBC), which is published by the International Code
Council, and other amendments provided in municipal and other local codes.
5 See Pub. Resources Code, Section 2621 et seq. (The Alquist-Priolo Special Studies Zones Act was signed into law
in 1972. In 1994, it was renamed the Alquist-Priolo Earthquake Fault Zoning Act. The Act has been amended ten
times.)
6 See Pub. Resources Code, Section 2690 et seq.
7 California Geological Survey, "Special Publication 117, Guidelines for Evaluating and Mitigating Seismic
Hazards in California," 1997.
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The CBC is adopted on a juriscliction-by-juriscliction basis, and is subject to further modification based on
local conditions. The CBC is a compilation of the following three types of building standards
Those adopted by state agencies without modification from building standards contained in national
model codes (e.g., the IBC)
• Those adopted and adapted from the national model code standards to meet California conditions
(e.g., most of California falls within Seismic Design Categories D and E)
• Those that constitute extensive additions not covered by the model codes that have been adopted to
address California concerns
Standard residential, commercial, and light industrial construction is governed by the CBC, to which
cities and counties add amendments. In addition, the CBC regulates excavation, foundations, and
retaining walls; contains specific requirements pertaining to site demolition, exaction, and construction to
protect people and property from hazards such as excavation cave-ins and falling debris; and regulates
grading activities, including drainage and erosion control.
Local Regulations
City of Santa Clarita Unified Development Code
All grading and excavation must comply with Chapters 17.20 to 17.30 (Division 3) of the City of Santa
Clarita Unified Development Code (UDC). Rules and regulations contained within these chapters
provide for the control of excavation, grading, and earthwork construction, including fills or
embankment activities. During the grading permit application process, the City Engineer may require
engineering geological and soil reports, as well as seismic hazard zone studies be prepared for proposed
developments. The engineering geological report would require an adequate description of the geology
of the site, along with conclusions and recommendations regarding the effect of geologic condition of any
proposed development. Soil reports would be required to characterize the existing soil resources on a site,
and provide recommendations for grading and design criteria. Development in seismic hazard zone will
require studies that evaluate the potential for seismically induced liquefaction, soil instability, and
earthquake induced landslides to occur on a site.
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PROJECT IMPACTS
Significance Threshold Criteria
According to Appendix G of the State CEQA Guidelines, the project would normally have a significant
effect on the environment if it would
expose people or structures to potential substantial adverse effects, including the risk of loss, injury,
or death involving:
rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake
Fault Zoning Map issued by the State Geologist for the area or based on other substantial
evidence of a known fault (refer to Division of Mines and Geology Special Publication 42);
— strong seismic ground shaking;
seismic -related ground failure, including liquefaction; or
landslides;
0 result in substantial soil erosion or the loss of topsoil;
be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the
project, and potentially result in on- or off -site landslide, lateral spreading, subsidence, liquefaction or
collapse;
be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating
substantial risks to life or property; or
have soils incapable of adequately supporting the use of septic tanks or alternative wastewater
disposal systems where sewers are not available for the disposal of wastewater.
The proposed project is a public improvement project that will not utilize wastewater facilities or septic
tanks. Consequently, no further analysis is required for this threshold.
The City of Santa Clarita Local CEQA Guidelines (Resolution 05-38) adopted on April 26, 2005, also serve as
the basis for identifying thresholds to determine the significance of the environmental effects of a project
on this resource area. This threshold is also included for analysis.
There will be a significant impact if the project were to include movement or grading of earth
exceeding 100,000 cubic yards.
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Impact Analysis
Impact Threshold 4.4-1
Ground Rupture
4.4 Geology and Soils
Expose people or structures to potential substantial adverse effects,
including the risk of loss, injury, or death involving:
Rupture of a known earthquake fault, as delineated on the most recent
Alquist-Priolo Earthquake Fault Zoning Map issued by the State
Geologist for the area or based on other substantial evidence of a
known fault (refer to Division of Mines and Geology Special
Publication 42); strong seismic ground shaking; seismic -related ground
failure, including liquefaction; or landslides
Rupture is primarily of concern where a project site overlies or is immediately adjacent to a known fault.
No known faults are located within the project area with the nearest known fault approximately 3,200
feet from the project site. Therefore, the impacts related to the rupture of a known earthquake fault would
be less than significant.
Ground Shaking
The proposed project is located in Southern California, a geologically and tectonically active region,
where large magnitude, potentially destructive earthquakes are common. Therefore, ground motions
from moderate or large magnitude earthquakes could affect the project site during the design life of the
project.
The nearest fault is the San Gabriel Fault located approximately 3,200 feet northwest of the project area.
Other faults in the vicinity include the Holser, Northridge, Santa Susana, and Sierra Madre -San Fernando.
The most likely significant event in the area could occur along the San Andreas Fault, located 18 miles
northeast of the City.
The current standards for construction provided in the CBC are designed to safeguard against major
failures and loss of life, but are not intended to prevent damage, maintain function, or provide for easy
repair. Conformance to code standards does not constitute any kind of guarantee or assurance that
significant structural damage will not occur in the event of a maximum level of earthquake ground
motion. However, it is reasonable to expect that a well-planned and constructed structure would not
collapse in a major earthquake and that protection of life would be reasonably provided, but not with
complete assurance. Therefore, potential impacts would be less than significant as the project is an
infrastructure project and contains no habitable structures and would be constructed to the most current
CBC standards.
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Ground Failure
Ground failure is a general term for seismically induced, secondary, permanent ground deformation
caused by strong ground motion. This includes liquefaction, lateral spreading, ground lurching, seismic
settlement of poorly consolidated materials (dynamic densification), differential materials response,
sympathetic movement on weak bedding planes or non -causative faults, slope failures, and shattered
ridge effects.
Most of the site is underlain by bedrock and/or landslide deposits that are not susceptible to liquefaction.
The alluvium present in the narrow canyon areas of the site is not designated as potentially liquefiable on
the State of California Seismic Hazard Zones Map as shown on Figure 4.4-2, Seismic Hazard Zones Map.
Therefore, potential impacts from seismically induced liquefaction would be less than significant.
Potential for dynamic clensification is negligible in the bedrock portions of the site, although relatively
loose granular alluvial soils located within the minor tributary canyon traversing the project site could be
prone to dynamic clensification as a result of future earthquake shaking. Typically, the potential for
dynamic clensification of these materials can be mitigated by removing the materials and replacing them
with compacted fill.
The potential for earthquake -induced slope failures is moderate to high on the landslide -affected portions
of the site and on the steep canyon slopes. Most of the hillside areas directly adjacent to the proposed
road alignment are designated to have potential for earthquake -induced slope instability as shown on
Figure 4.4-2. Numerous large, deep-seated landslides have been mapped on the project site. The
proposed cut and fill grading for the proposed project would eliminate some of these areas. Cut and fill
slopes constructed per the Uniform Building Code typically are not subject to earthquake -induced
failures. Nevertheless, potential impacts related to earthquake -induced landsliclesmaybe significant.
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4.4 Geology and Soils
Mitigation Measures
MM 4.4-1 The potential for seismic settlement (dynamic clensification) during future seismic events
shall be evaluated during the planning and design stages in the alluvial, slopewash, and
landslides area of the project site.
MM 4.4-2 All mapped landslides shall be confirmed by subsurface exploration during the planning
and design stages. All confirmed landslides shall be evaluated with respect to the
proposed road alignment and specific mitigation measures shall be provided where
necessary. Possible mitigation would include complete or partial removal, adding shear
keyways, buttressing, or avoidance. Restricted Use Areas shall be established around any
unmitigated landslide in open space areas.
Residual Impacts
Subject to implementation of mitigation measures, impacts would be less than significant.
Impact Threshold 4.4-2 Result in substantial soil erosion or the loss of topsoil
Evidence of erosion was observed during the preliminary site investigation in soil and landslide deposits
that mantle slopes at the project site. Bedrock at the site is less susceptible to erosion than the overlying
soil and landslide material. However, fill, bedrock, landslide deposits, and soil material at the site would
be susceptible to erosion if drainage features to control sheet flow over the ground surface are not
provided.
During construction of the proposed project, the soils on the site would become exposed, and thus subject
to erosion. However, the project is required to comply with existing regulations that reduce erosion
potential. The proposed project would comply with South Coast Air Quality Management District
(SCAQMD) Rule 403, which would reduce the potential for wind erosion. Similarly, water erosion during
construction would be substantially reduced by complying with the National Pollution Discharge
Elimination System (NPDES) permit requirements. As further detailed in Section 4.7, Hydrology and
Water Quality, NPDES requires the construction of the project to incorporate Best Management Practices
(BMPs) to reduce erosion and prevent eroded soils from washing off site.
According to the Geologic/Geotechnical Report prepared by Allan E. Seward Engineering Geology, Inc.,
the project site consists of Saugus Formation, alluvium, slopewash, residual soil, artificial fill, and
certified engineered fill. Potential operational impacts due to erosion would be less than significant as the
proposed improvements would cover the area with asphalt or concrete.
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4.4 Geology and Soils
Mitigation Measures
No mitigation measures are required.
Residual Impacts
Impacts would be less than significant.
Impact Threshold 4.4-3 Be located on a geologic unit or soil that is unstable, or that would become
unstable as a result of the project, and potentially result in on- or off-site
landslide, lateral spreading, subsidence, liquefaction or collapse
A large landslide complex and smaller landslides have been mapped beneath the project site as
previously discussed and as shown on Figure 4.4-1, Geologic Map of Project Site. Based on preliminary
investigation of the large landslide complex and review of previous geologic and geotechnical studies
performed at the site and vicinity, the landslide contains very weak clay deposits informally called the
Friendly Valley Horizon. This horizon is located at the boundary between the Sunshine Ranch member of
the Saugus Formation and the overlying coarser -grained portion of the Saugus Formation. Based on
preliminary geologic exploration, this landslide complex is estimated to be up to approximately 140 feet
thick at the location of the proposed road alignment. Preliminary stability analyses indicate that the gross
stability of the landslide complex does not satisfy standard of practice requirements. Therefore, potential
impacts related to landslides may be significant. All mapped landslides would have to be investigated
and evaluated and would require geologic and geotechnical analyses to determine stability and
compressibility of the landslide material that would be exposed in the proposed graded areas.
Sediments such as slopewash, alluvium, and landslide debris commonly contain extensive voids and, as a
result, are subject to hydro -compression (collapse) settlement when inundated. Hydro -compression
occurs when water enters sediments and reorients the sediment particles into a more compact
arrangement with fewer and smaller voids. Structures constructed over deposits prone to hydro -
compression may experience settlement -induced distress and damage. Only one small canyon of the
proposed road alignment contains alluvium. The risk of collapse in this area of the project site would be a
potentially significant impact. Other alluvial soils on the project site are relatively shallow and would be
removed during grading of the proposed road alignment. The phenomenon of hydro -compression does
not apply to the bedrock deposits that underlie most of the project site.
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4.4 Geology and Soils
Mitigation Measures
The following mitigation measures shall be implemented.
MM 4.4-3 During the planning and design stages, additional geologic and geotechnical
investigations shall be performed to refine the three dimensional geometry and
geotechnical characteristics of the various landslides within the landslide complex.
MM 4.4-4 See MM 4.4-2.
MM 4.4-5 Prior to issuance of a grading permit, additional hydro -compression or consolidation
testing shall be conducted to aid in evaluation of settlement within identified geologic
units during future geotechnical investigations for grading plans. Possible mitigation of
settlement of project soils would include removal and recompaction of loose or soft
material.
Residual Impacts
Subject to implementation of mitigation measures, impacts would be less than significant.
Impact Threshold 4.4-4 Be located on expansive soil, as defined in Table 18-1-B of the Uniform
Building Code (1994), creating substantial risks to life orproperty
Fine-grained units of the Saugus Formation are known to have significant expansion potential when
exposed to water. In addition, artificial fill, slopewash, and alluvium deposits present at the site may
contain material with significant expansion potential. The alluvial materials on the project site are
generally granular and are not typically expansive in nature. Potential removal and recompaction of
shallow, loose soils may be required at the site. The native soils are expected to shrink in volume when
placed as compacted fill. Therefore, this impact would be potentially significant.
Mitigation Measures
The following mitigation measures shall be implemented.
MM 4.4-6 Expansive materials at the site shall be evaluated by the project Geotechnical Engineer
during the grading plan stage of development. Expansion potential of site soils can be
mitigated by controlling the water content and density of fill soils, by specifying
embedment and reinforcement of structures, and by removing the expansive materials
and replacing them with compacted material with low expansion potential.
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4.4 Geology and Soils
MM 4.4-7 The expansion index of the site materials shall be verified with laboratory testing at the
grading plan stage. If expansive materials are encountered, options to mitigate potential
adverse effects include special foundation designs and reinforcement, removal and
replacement with soil with low to non -expansive characteristics, or treatment with
additives to lower the expansion potential.
Residual Impacts
Subject to implementation of mitigation measures, impacts would be less than significant.
Impact Threshold 4.4-5 Include movement or grading of earth exceeding 100,000 cubic yards
The proposed project would involve approximately 551,590 cubic yards of cut and 210,530 cubic yards of
fill. The excess cut material (341,060 cubic yards) would be balanced on site. While this amount of grading
exceeds the threshold of 100,000 cubic yards, it would not result in a significant geotechnical impact as
long as the geotechnical considerations/mitigation measures are implemented as identified in the
geotechnical analysis in Appendix 4.4.
The proposed project would also require coverage under the statewide General Permit for discharge
associated with construction activities pursuant to National Pollution Discharge Elimination System
(NPDES) requirements. A storm water pollution prevention plan (SWPPP) shall be prepared along with a
grading plan to fulfill the requirements of the State of California General Permit. The grading plan would
require approval by the City Engineer prior to issuance of a grading permit. Implementation of the
mitigation measures and compliance with applicable regulations would reduce this potentially significant
impact to a less than significant level.
Mitigation Measures
Additional mitigation measures are not required.
Residual Impacts
Subject to implementation of mitigation measures, impacts would be less than significant.
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4.4 Geology and Soils
DESIGN MEASURES ALREADY INCORPORATED INTO THE PROJECT
Recommendations provided by the geotechnical engineer identified in Geologic and Ceotechnical Report,
EIR Level Review ofRoad Alignmentfor Via Princessa Eastftom Golden Valley Road to 250 Feet West of Sheldon
Avenue, prepared by Allan E. Seward Engineering Geology, Inc., and dated August 13, 2010, shall be
incorporated as standard conditions of approval for the proposed project.
The recommendations are as follows:
0 All slopes shall be evaluated by the project Geotechnical Engineer at the planning and design stages.
All mapped landslides shall be confirmed by subsurface exploration relative to their existence at the
planning and design stages. All confirmed landslides shall be evaluated with respect to the proposed
road alignment and mitigation measures shall be provided where necessary. Mitigation measures
shall consist of complete or partial removal, adding shear keyways, buttressing or avoidance.
Restricted Use Areas shall be established around any unmitigated landslides in open space areas.
Proposed cut slopes anticipated to expose landslide material shall be evaluated. These cut slopes may
be stabilized with buttress fills or shear keys designed by the project Geotechnical Engineer. These
cut slopes may also be redesigned to avoid landslides.
All cut slopes shall require subsurface investigation at the planning and design stages to determine
site-specific geologic conditions. Cut slopes with claylighted bedding conditions shall be evaluated by
the Geotechnical Engineer. Cut slopes that do not comply with agency's required minimum factors of
safety for static and pseudo -static conditions and/or are anticipated to expose landslide material
would require corrective measures such as buttresses or stability fills, or would need to be redesigned
to a more stable configuration.
A study shall be conducted at the planning and design stages for all proposed natural slopes with
claylighted bedding conditions. This study shall include subsurface investigation to determine the
specific geologic conditions for evaluation by the Geotechnical Engineer. Building/structural setbacks
or remedial measures would be required where ascending or descending slopes are not stable as
determined by geologic or geotechnical stability analyses.
A study should be conducted to evaluate potential debris flow hazards on the subject site. Avoidance
of the hazard by selective structural locations, construction of impact or debris walls and/or debris
basins, control of run-off or removal of loose surficial materials can be used to mitigate debris flow
hazards.
Rapidly buried silty sediments such as thick slopewash, alluvium, and/or landslide debris may be
subject to hydro -compression. Materials containing significant void space initially observed in the
field and if characterized as susceptible to hydro -compression tests in the laboratory shall be
removed prior to the placement of fill. A study shall be conducted to evaluate the hydro -compression
potential of the thick slopewash deposits and portions of the alluvium and landslide debris. Specific
recommenclations shall be provided at the planning and design stages.
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4.4 Geology and Soils
A study shall be conducted to evaluate the expansive potential of the fine-grained units of the Saugus
Formations during the planning and design stages. If these potentially expansive units are
encountered in the final pad or street grades during construction, they shall be evaluated by
Expansion Index (EI) tests by the project Geotechnical Engineer relative to mitigations by special
foundation designs and reinforcement. Alternatively, the expansive material can be removed to a
specified depth determined by the project Geotechnical Engineer and replaced with soil with very
low to non -expansive characteristics. Alternatively, the expansive soil may be treated with additives
to lower the expansion potential.
Soils on site may be corrosive to concrete and ferrous metals. Testing during development shall
indicate what special measures, such as cement type in concrete and corrosion protection for metallic
pipes, may be required for construction.
Numerous landslides have been identified at the subject site. If unknown landslides are encountered
during development, their potential impact shall be evaluated, including development of mitigation
measures such as avoidance (setbacks), construction setbacks, complete or partial removal,
construction of buttresses and or shear keyways, etc., where necessary. Restricted Use Areas shall be
established around any unmitigated landslides in open space areas that do not affect proposed
development or adjacent properties.
All of the proposed cut slopes shall be evaluated for gross and surficial stability and remeschated
where necessary. Cut slopes that do not comply with the applicable agency's stability requirements
shall require corrective measures, such as avoidance (setbacks), cutting back to a shallower slope
gradient, or constructing buttresses and/or shear keys with compacted fill.
Planting and irrigation of cut slopes and fill slopes shall be included in future design phases in order
to improve surficial stability of slopes and to mitigate potential for erosion.
CUMULATIVE IMPACTS
Geotechnical impacts are site specific in nature and each development site is subject to, at minimum,
uniform site development and construction standards relative to seismic and other geologic conditions
that are prevalent within the locality and/or region. Because the development of each site would have to
be consistent with City of Santa Clarita requirements for projects in the City and the Unified
Development Code as they pertain to protection against known geologic hazards, impacts of cumulative
development would be less than significant given known geologic considerations.
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4.4 Geology and Soils
CUMULATIVE MITIGATION MEASURES
No significant cumulative geotechnical impacts would occur; therefore, no cumulative mitigation
measures are recommended.
UNAVOIDABLE SIGNIFICANT IMPACTS
With implementation of the above -identified mitigation measures, project -specific impacts associated
with geology and soils would be reduced to less than significant. Therefore, no unavoidable significant
project -specific impacts are anticipated.
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4.5 GLOBAL CLIMATE CHANGE
SUMMARY
This global climate change assessment for the proposed Via Princessa East Extension project ("project" or
'proposed project"), located in the City of Santa Clarita, California, was prepared in accordance with the
South Coast Air Quality Management District's (SCAQMD) California Environmental Quality Act
(CEQA) Air Quality Handbook and other guidance and other guidance provided by the SCAQMD, which
the City has adopted for purposes of CEQA analysis and thresholds of significance. The proposed project
consists of the extension of the Via Princessa roadway to make it one of the primary east -west arterials
through the City of Santa Clarita. The project is about 1.2 miles in length and would be a six -lane
roadway with sidewalks on each side of the roadway and would include a two-lane bike path along the
south side.
The criteria for determining the significance of impacts related to greenhouse gas (GHG) emissions are
provided in the environmental checklist form in Appendix G of the State CEQA Guidelines. As of this date,
neither the SCAQMD Governing Board nor the County has formally adopted a significance threshold for
assessing the impacts from a residential or cornmercial project's GHG emissions. The SCAQMD has
formed a Greenhouse Gas CEQA Significance Threshold Stakeholder Working Group in order to provide
guidance to local lead agencies on determining significance of GHG emissions in CEQA documents. The
Working Group has released draft recommendations that suggest evaluating projects using a screening
level of GHG emissions. Projects that do not exceed the screening level would be considered less than
significant. Projects that exceed the screening level would be required to implement mitigation measures
to reduce the emissions. Although a significance threshold has not been formally adopted, the Working
Group draft recommenclations represent the best available information with which to evaluate the
project's significance with respect to GHG emissions and climate change. The impacts associated with
construction and operation of the proposed project were compared to the draft recommended screening
levels.
Based on the results of the global climate change assessment, construction and operational emissions of
the proposed project would not exceed the SCAQMD Working Group draft recommended screening
level 3,000 metric tons of carbon dioxide equivalents (MTCO2e) per year. Furthermore, the project would
not conflict with applicable plans, policies, and regulations adopted for the purpose of reducing the
emissions of greenhouse gases. The project would result in impacts to GHG emissions and climate change
that would be considered less than significant.
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4.5 Global Climate Change
INTRODUCTION
This section describes the current state of the regulations and programs that have been implemented to
address GHG emissions and global climate change in California. This section also identifies the plans and
policies developed by federal, state, and local authorities to reduce GHG emissions. Inventories of GHG
emissions associated with implementation of the proposed project are identified and discussed. Potential
GHG emissions and climate change impacts associated with the proposed project are evaluated based on
the thresholds of significance. Sources utilized in this discussion include the SCAQMD CEQA Air Quality
Handbook (CEQA Handbook), Air Quality Analysis Guidance Handbook (Guidance Handbook), and air
quality data from the SCAQMD, the California Air Resources Board (CARB), and the United States
Environmental Protection Agency (US EPA).
Emission calculations were obtained from the Roadway Construction Emissions Model, Version 6.3.2,
which was developed by the Sacramento Metropolitan Air Quality Management District (SMAQMD).'
The Roadway Construction Emissions Model is used to assess the emissions from linear construction
projects, such as roadways. The model incorporated factors from CARB's EMFAC2007 on -road vehicle
emissions model and CARB's OFFROAD2007 off-road vehicle emissions model. Both EMFAC2007 and
OFFROAD2007 contain the most up-to-date emission factors for on -road and off-road vehicles. The
Roadway Construction Emissions Model is approved for use by the SCAQMD for estimating air
pollutant emissions for environmental analyses pursuant to CEQA.2 Electricity GHG emissions related to
street lighting and traffic signals were obtained from data from the US Department of Energy and the
California Climate Action Registry. GHG emission calculations prepared for the proposed project are
provided in Appendix 4.5.
I H Weffl WEN Ice] MW a 0 0 1100F
Federal
In Massachusetts v. EPA, the Supreme Court held that the US EPA has the statutory authority under
Section 202 of the Clean Air Act (CAA) to regulate GHGs from new motor vehicles. The Court did not
hold that the US EPA was required to regulate greenhouse gas emissions; however, it indicated that the
agency must decide whether GHGs from motor vehicles cause or contribute to air pollution that is
reasonably anticipated to endanger public health or welfare. Upon the final decision, the President signed
Sacramento Metropolitan Air Quality Management District, Roadway Constmction Emissions Model Version 6.3.2,
(2009). The model may be downloaded from the following website: http://�.airquality.org/ceqa/index.shtml.
2 Spoken communication with Daniel Garcia, air quality specialist at SCAQMD. The Sacramento Metropolitan Air
Quality Management's Roadway Construction Emissions Model can be used as long as emission factors are
current and accurate.
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4.5 Global Climate Change
Executive Order 13432 on May 14, 2007, directing the US EPA, along with the Departments of
Transportation, Energy, and Agriculture, to initiate a regulatory process that responds to the Supreme
Court's decision.
On September 15, 2009, the US EPA and the Department of Transportation's (DOT) National Highway
Traffic Safety Administration (NHTSA) issued a joint proposal to establish a national program consisting
of new standards for model year 2012 through 2016 light-duty vehicles that will reduce GHG emissions
and improve fuel economy. The proposed standards would be phased in and would require passenger
cars and light-duty trucks to comply with a declining emission standard. In 2012, passenger cars and
light-duty trucks would have to meet an average emission standard of 295 grams Of CO2 per mile and
30.1 miles per gallon.3 By 2016, the vehicles would have to meet a standard of 250 grams Of CO2 per mile
and 35.5 miles per gallon.4 The final standards were adopted by the US EPA and DOT on April 1, 2010.
On December 7, 2009, the US EPA Administrator signed two distinct findings regarding GHGs under
Section 202(a) of the Clean Air Act:
Endangerment Finding: The Administrator finds that the current and projected concentrations of the
six key well -mixed GHGs (carbon dioxide, methane, nitrous oxide, hydrofluorocarbons,
perfluorocarbons, and sulfur hexafluoricle) in the atmosphere threaten the public health and welfare
of current and future generations.
Cause or Contribute Finding: The Administrator finds that the combined emissions of these
well -mixed greenhouse gases from new motor vehicles and new motor vehicle engines contribute to
the greenhouse gas pollution that threatens public health and welfare.
While these findings do not impose any requirements on industry or other entities, this action is a
prerequisite to finalizing the US EPA's proposed greenhouse gas emission standards for light-duty
vehicles, which were jointly proposed by the US EPA and the NHTSA. On April 1, 2010, the US EPA and
NHTSA issued final rules requiring that by the 2016 model -year, manufacturers must achieve a combined
average vehicle emission level of 250 grams of CO2 per mile, which is equivalent to 35.5 miles per gallon
as measured by US EPA standards. These agencies are currently in the process of developing similar
regulations for the 2017-2025 model years, which are expected to be drafted by September 2011.
3 US Environmental Protection Agency, "EPA and NHTSA Propose Historic National Program to Reduce
Greenhouse Gases and Improve Fuel Economy for Cars and Trucks," http://epa.gov/otaq/climate
/regulations/420f09047ahtm. 2009.
4 US EPA, -EPA and NHTSA Propose Historic Nation Program," 2009.
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4.5 Global Climate Change
State
Assembly Bill 1493
In response to the transportation sector's contribution of more than half of California's CO2 emissions,
Assembly Bill 1493 (AB 1493, Pavley) was enacted on July 22, 2002. AB 1493 requires CARB to set GHG
emission standards for passenger vehicles, light-duty trucks, and other vehicles whose primary use is
noncommercial personal transportation. The bill requires CARB to set the GHG emission standards for
motor vehicles manufactured in 2009 and all subsequent model years. In setting these standards, CARB is
required to consider cost-effectiveness, technological feasibility, economic impacts, and provide
maximum flexibility to manufacturers. CARB adopted the statutorily mandated standards in September
2004. When fully phased in, the near-term (2009 2012) standards would result in about a 22 percent
reduction in GHG emissions compared to the emissions from the 2002 fleet, while the mid-term
(2013-2016) standards would result in a reduction of about 30 percent.
Before these regulations go into effect, the US EPA must grant California a waiver under the federal
CAA, which ordinarily preempts state regulation of motor vehicle emission standards. On June 30, 2009,
the US EPA formally approved California's waiver request. However, in light of the September 15, 2009
announcement by the US EPA and NHTSA regarding the national program to reduce vehicle GHG
emissions, California—and states adopting California emissions standards—have agreed to generally
defer to the proposed national standard through model year 2016. The 2016 endpoint of the two
standards is similar, although the national standard ramps up slightly more slowly than required under
the Pavley standards. The Pavley standards require additional reductions in CO2 emissions beyond 2016
(referred to as Phase 11 standards). While the Phase 11 standards have yet to be fully developed, the state
currently intends to pursue additional reductions from motor vehicles for model years 2017 through 2025
timeframe. CARB is working with the US EPA and the NHTSA and these agencies are currently in the
process of developing regulations for the 2017 2025 model years, which are expected to be drafted in late
2011.
Executive Order S-3-05 and the Climate Action Team
In June 2005, the Governor established California's GHG emissions reduction targets in Executive Order
S-3-05. The Executive Order established the following goals: GHG emissions should be reduced to
year 2000 levels by 2010, 1990 levels by 2020, and 80 percent below 1990 levels by 2050. The Secretary of
the California Environmental Protection Agency (Cal/EPA) is required to coordinate efforts of various
agencies in order to collectively and efficiently reduce GHGs. Some of the agency representatives
involved in the GHG reduction plan include the Secretary of the Business, Transportation and Housing
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4.5 Global Climate Change
Agency, the Secretary of the Department of Food and Agriculture, the Secretary of the Resources Agency,
the Chairperson of CARB, the Chairperson of the California Energy Commission (CEC), and the
President of the Public Utilities Commission. Representatives from these agencies comprise the Climate
Action Team.
The Climate Action Team is responsible for implementing global warming emissions reduction
programs. The Cal/EPA secretary is required to submit a biannual progress report from the Climate
Action Team to the governor and state legislature disclosing the progress made toward GFIG emission
reduction targets and the impacts of global warming on California's water supply, public health,
agriculture, the coastline, and forestry, and reporting possible mitigation and adaptation plans to combat
these impacts. The Climate Action Team has fulfilled both of these report requirements through its March
2006 Climate Action Team Report (CAT Report) to Governor Schwarzenegger and the Legislature and
subsequent reports in 2007, 2008, 2009, and 2010.5
The 2006 CAT Report identified key measures that will help ensure that California will meet the GFIG
reduction goals established under the Governor's Executive Order S-3-05 (1990 levels by 2020 and
80 percent below 1990 levels by 2050). These key measures include establishing a market-based carbon
trading system, mandatory GFIG reporting for large emitters, production of alternative transportation
fuels, energy efficiency and renewable portfolio standards for utilities, emission reporting protocols for
local governments, establishing a public goods charge for transportation that funds key strategies to
reduce climate change emissions, and leveraging California's universities to train the next generation of
workers needed to service new technologies.
The 2009 CAT Biennial Report expands on the policies from the 2006 assessment and provides new
information and scientific findings. New information and details in the 2009 CAT Biennial Report include
(1) development of new climate and sea -level projections using new information and tools that have
become available in the last two years; and (2) evaluation of climate change within the context of broader
social changes, such as land -use changes and demographic shifts. The 2010 CAT Report provides the
updated information on research, mitigation, adaptation, and joint actions from State of California efforts
to reduce GFIG emissions and adapt to climate change.
Assembly Bill 32
In furtherance of the goals established in Executive Order S-3-05, the State Legislature enacted AB 32
(AB 32, Nufiez and Pavley), the California Global Warming Solutions Act of 2006, which Governor
California Environmental Protection Agency, Climate Action Team, Climate Action Team Report to Governor
Schwarzenegger and the Legislature, (2010). Reports may be downloaded from the following website:
http://�.climatechange.ca.gov/publications/cat/.
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Land Use Category
Community Noise Exposure
CNEL, Big
55 t 0 65 75 so
Residential - Low Density
Single Family, Gamin.,
INEWEIIIIIIIII
Media, He..
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Multi. Family
Transient Lodging
-----------------
Metals, Horms
..................
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Church , Host, Is,
......
Nursing Homes
Auditoriums, Capped
WleM,
Halls, Amphitheaters
Sports Armed Outdoor
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Playgrounds,
Neighborhood Parlys
Golf Comence, Riding
Stables, Wastor Recreation.
Cometeres
Office Buildings, Business
Commercial and
Plainsmen.,
........
........
Industrial, Manufacturing,
Utilities, Agriculture
IIIIIIIIIN:
LEGEND
NORMALLY ACCEPTABLE
Siderfied land reas is satisfactory based own flues
assumption that any badtfings involved are of
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special noise insolaean reepireadenis
CONDETIONALLY ACCEPTABLE
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NORMALLY UNACCEPTABLE
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or development does conceded, a detaired
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must th, made and needed noise insulation
features included in M design Soared walls,
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modifications may be reamed in order to
mora. C Is stand aid so
CLEARLY UNACCEPTABLE
New construction or development should
generally not be undertaken
CONSIDERATIONS IN DETERMINATION OF NOISE -COMPATIBLE LAND USE
A. NOISE EXPOSURE INFORMATION DESIRED
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chilit, oI arron, to onc,d, onh mr. Au. sonlI net� k,utal in
or,, , on ad vor,fi i ... is, Is, 6 wov earn 65 1 NEI rould so
ohwnis"'d it cossw�'d hoofed 'Imis normally marc,"nsohl,
cose,
SOURCE: Cit, of Santa Gloria General Plan Update Noise Element 2009
C. SUITABLE INTERIOR ENVIRONMENTS
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D. ACCEPTABLE OUTDOOR ENVIRONMENTS
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FIGURE4.9-5
City Land Use Compatibility Guidelines for Noise
112 028-02/11
Phase I Environmental Site Assessment
Via Princessa Road Extension
Santa Clarita, California
Prepared for:
Impact Sciences
803 Camarillo Springs Road, Suite A
Camarillo, California 93012
Ref. No. 0 161-3 8P
June 25, 2010
APPLIEDENVIRONMENTALTECHNOLOGIES INC.
4561 MarKet St., Suite B - Ventura, CA 93003 - Phone: (805) 650-1400 Fax: (805) 650-1576
Table of Contents
Executive Summary ................................
Introduction ...............................
................. iii
Federal and State Database Review .....................................................................................
RecordsReview ................................................................................................................... 3
SiteReconnaissance ............................................................................................................. 7
EnvironmentalLiens ............................................................................................................ 8
Discussionand Conclusions ............................................................................................................ 9
Limitations..................................................................................................................................... 10
References...................................................................................................................................... I I
Plate 1. Site Location Map
Appendix A. EDR Report
Appendix B. Aerial Photographs
Appendix C. Representative Photographs
Appendix D. Lien Search Report
List of Plates
Appendices
ii
Executive Summary
A Phase I Environmental Assessment was prepared by Applied Environmental Technologies,
Inc., (AET) to evaluate areas of potential concem for the Via Princessa project (Site) in the City of
Santa Clarita, California. The project encompasses 16 assessor parcels in the City of Santa Clarita.
The Project consists of a road extension for Via Princessa that provides for a cross -valley link that
would serve various circulation and transportation needs of the Santa Clarita Valley. The purpose of
the assessment was to investigate environmental conditions at the Project site and to evaluate the
potential for environmental liability oil the Project site. The investigation was conducted at the
request of Impact Sciences.
The Subject Site is a proposed road extension, approximately 1.2 miles in length. Tile Site is
currently undeveloped rural land consisting of hilly terrain with extensive native vegetation.
Currently there are two (2) City ofLos Angeles Department of Water and Power right-of-way
crossings. On the west side of the Property, an aqueduct is present. On the eastern side of tile
Property, an overhead power line corridor is present.
The Site was not identified as a property of potential environmental concern in the
government database review. The nearest listing (greater than 1/4mile) is for a residential association
(Friendly Village Community Association 93 at 26824 Avenue of the Oaks, Newhall) that disposed
asbestos containing waste to a landfill. No violations were found. This finding is not expected to
impact the Subject Site. Numerous properties are listed within I mile of the Site. None of the sites
listed are known to have impacted the area. Being a registered generator of wastes does not indicate
that a release has occurred at the Site. Many of the listed properties are located flank or down
gradient from the Site. Based on their regulatory status, distances to up -gradient locations, and/or
flank or down gradient locations, the listed properties have a low probability to impact the Site.
Based oil the review, the Site was not identified within any oil field. Tile Placerita Field is
present to the south of the Site. Numerous oil wells are present within one mile of tile Site. No
impact is expected from this field or wells in the vicinity.
The property does not have an address; therefore no records from the Santa Clarita Building
Department were identified.
Aerial photographs from the years 1928, 1947, 1952,1968, 1976, 1989,1994, 2002 and 2005
were reviewed to determine the history of site development. No conditions were observed that
would indicate a likely source of impact to the Subject Site.
In 1989 or 1990, a release of 800 gallons of jet fuel occurred oil property adjacent to the
Project Site (National Technical Systems [NTS]). The spill occurred on a parcel that included the
Project Site but did not fall within tile project boundaries. NTS was cited in 1990 and again in 1999
for storage of on-site hazardous waste past applicable accumulation time. NTS was also cited in
1999 for a leaking 55 -gallon drurn in the hazardous waste storage area. NTS is also located near the
Former Whittaker-Bermite Facility where there is known groundwater contamination from
perchlorate.
iii Applied Environmental Technologies, Inc.
Numerous assessments and sampling have been conducted at the NTS fiacility in Santa
Clarita. The DTSC provided two letters stating that the conditions identified concerning impacted
soil and groundwater had been either remediated or deemed not to be a potential risk to human health
or the environment. No Further Action "closure" was provided to NTS.
The site reconnaissance did not identify any anomalous conditions that could potentially
represent an environmental liability. No pits, ponds, underground or above ground tanks (with the
exception of two water tanks at the eastern end of the Property), stressed vegetation or other potential
environmental concerns were observed. No toxics or hazardous air emission facilities were
identified within 1/4mile. No conditions were observed that would be expected to impact the Subject
Site.
The site was not identified as a known or potential site of contamination based on a federal
and state agency database search. The site reconnaissance did not identify any anomalous conditions
that could potentially represent an environmental liability.
No environmental liens have been identified for the Property.
Previous assessments on adjacent land but within the sarne assessor parcel have shown that
no significant environmental liability or concerns are present. The State of California Department of
Toxic Substances Control has issued "No Further Action" letters to the responsible party (NTS).
Based on our review of the available documents, it is our opinion that there is an insignificant
potential that hazardous or toxic substances may have been released within the associated structure or
to the surface of this property, such that significant costs would be required to restore the site to its
previous condition. It is our opinion based on the Phase I assessments; no recognized environmental
conditions are present at the Site.
0161-3811 ,,, iv Applied Environmental Technologies, Inc.
INTRODUCTION
This report provides the results of a Phase I Environmental Assessment conducted by Applied
Environmental Technologies, Inc., (AET) to evaluate areas of potential concern forthe Via Princessa
project (Site) in the City of Santa Clarita, California. The project encompasses 16 assessor parcels in
the City of Santa Clarita (Plate 1). The Project consists of a road extension for Via Princessa that
provides for a cross -valley link that would serve various circulation and transportation needs of the
Santa Clarita Valley. The purpose of the assessment was to investigate environmental conditions at
the Project site and to evaluate the potential for envirorn-nental liability on the Project site.
The investigation was conducted at the request of Impact Sciences. This report documents
the methods, findings and conclusions of AET's investigation of the above-described property.
Objective
The objective of the Phase I ESA is to identify recognized environmental conditions at the Site
in accordance with the scope of work contained in the American Society for Testing and Materials
(ASTM) Designation E 1527-05 that constitutes All Appropriate Inquiry (AAI). As defined,
recognized environmental conditions include "the presence or likely presence of any hazardous
substances or petroleum products on a property under conditions that indicate an existing release, a
past release, or a material threat of a release of any hazardous substances or petroleum products into
structures on the property or into the ground, groundwater, or surface water of the property. The term
includes hazardous substances or petroleum products even under conditions in compliance with laws.
The term is not intended to include de minirnis conditions that generally do not present a threat to
human health or the environment and that generally would not be the subject of an enforcement action
if brought to the attention of appropriate government agencies. Conditions determined to be de
minimis are not recognized environmental conditions."
Site Description
The proposed road extension is approximately 1.2 miles in length. The proposed extension
would be designated as a Major Arterial Highway per the City of Santa Clarita's Master Plan of
Arterial Highways. The proposed roadway would include sidewalks on each side and a bike lane on
the south side. The Site is currently undeveloped rural space.
Currently there are two (2) City of Los Angeles Department of Water and Power right-of-way
crossings. On the west side of the Property, an aqueduct is present. On the eastern side of the
Property, an overhead power line corridor is present.
Physiographic Setting
The Site is located on the northeast flank of the San Gabriel Mountains within the central
Transverse Ranges physiographic province of southern California. The Site elevation ranges from
approximately 1,390 feet above mean sea level (msl) in the southwest portion of the Site to
approximately 1 .830 feet above msl in the northeast portion of the Site as measured from the United
States Geological Survey, Newhall, California 7.5 Minute Topographic Quadrangle Map, 1952,
0161-3811,,,, 1 Applied Environmental Technologies, Inc.
(Photorevised, 1998). The topographic gradient is approximately 300 feet per mile (0.057-1'eet per
foot). The nearest surface water drainage is the Santa Clara River approximately I mile to the east
northeast. The Santa Clara River flows westerly to the Pacific Ocean.
Geology/Hydrogeology
The Site is located in the Santa Clara River Hydrologic Unit. The southern portion of the Site
is underlain by Recent to Quaternary age river and alluvium deposits consisting of silts, sands and
gravels. The alluvium overlies sedimentary rocks of the Pliocene age Saugus formation at depth. The
Saugus formation crops out in hills in the northern portion of the Site.
According to the Valencia Water Company, there are two groundwater wells (Well Nos. T2
and T4), located along the north bank of the Santa Clara River, each greater than I -mile from the
Subject Site. No water wells are found on the Property. The depth to static water level in Well Tzl�
measured in October 2002, was 50.2 feet. The regional groundwater gradient is expected to be
toward the west along the Santa Clara River valley.
0161�3141 � 2 Applied Environmental Technologies, Inc.
EWE' STIGATION METHODOLOGY AND FINDINGS
Federal and State Database Review
A government database report, prepared by Environmental Data Resources, Inc. (EDR) of
Southport, Connecticut, of available federal, state and county agency databases, was reviewed to
identify government regulated properties having known or potential recognized environmental
conditions within the Site vicinity. The radii of investigation for the Federal and State agency lists
were selected in accordance with the ASTM Standards for Environmental Site Assessments (E -I 527-
05). A complete copy of the EDR report, which includes a description of the reviewed government
databases, dated April 26, 2010, is presented in Appendix A. Also included in the EDR report is a
base map illustrating the location of properties identified in the database review relative to the
location ofthe Site. Properties that could not be mapped by EDR but were identified as potentially
within the Site vicinity are also included in the EDR report as a separate orphan listing. This list of
unmapped sites was reviewed, and none were determined to be proximal to the Site. The pertinent
findings of the government database review are summarized below.
a The Site was not identified as a property of potential environmental concern in the
government database review.
e The nearest listing (greater than 'Amile) is for a residential association (Friendly Village
Community Association #3 at 26824 Avenue of the Oaks, Newhall) that disposed
asbestos containing waste to a landfill. No violations were found. This finding is not
expected to impact the Subject Site.
Numerous properties are listed within I mile of the Site. None of the sites listed are
known to have impacted the area. Being a registered generator of wastes does not
indicate that a release has occurred at the Site.
Many of the listed properties are located flank or down gradient from the Site. Based on their
regulatory status, distance to up -gradient locations, and/or flank or down gradient locations, the listed
properties have a low probability to impact the Site.
Oil & Gas Maps
The Munger Map Book of Califomia-Alaska Oil and Gas Fields, 2003 Edition, was reviewed
to assess the presence of known active or abandoned oil and gas wells within the Site vicinity. Based
on the review, the Site was not identified within any oil field. The Placerita Field is present to the
south of the Site. Numerous oil wells are present within one mile of the Site. No impact is expected
from this field or wells in the vicinity.
Records Review
Santa Clarita Buildiny and Safety Department
No records regarding the Site were available because the Site does not have an address.
Applied Environmental Technologies, Inc.
Santa Clarita Community Development Department
No records regarding tile Site were available because the Site does not have an address.
Sanborn Fire Insurance Map
A search was conducted for available Sanborn Fire Insurance Map coverage of the site. No
maps were available.
Aerial Photopranh Review
Aerial photographs from the years 1928, 1947,1952� 1968, 1976, 1989, 1994,2002 and 2005
were provided by EDR and reviewed to determine the history of site development. Tile aerial
photographs are attached as Appendix B.
The 1928 (Fairchild, 1 "=500'), 1947 (Tubis, 1"=666'), 1952 (Pacific Air, 1 "=555'), 1968
(Teledyne, I"=480') and the 1976 (Teledyne, I"=666') aerial photographs show the Site to be
undeveloped mountainous terrain. From 1947, agricultural development is visible to the northwest.
In the 1968 aerial photograph, some development is visible to the west. An apparent water tank- is
present at the eastern border of the Site.
The 1989 aerial photograph (USGS, I"=666') shows the Site to remain as mountainous
terrain. An industrial facility is present to tile west and northwest. Residential development is
present to the cast ending at the current end of Via Princessa.
The 1994 aerial photograph (USGS, I"=666') shows no change to the Site, but additional
residential development is present to the northeast. Commercial structures are visible to the north of
theSite. Some minor additions have been added to the industrial facility to the west.
The 2002 aerial photograph (USGS, I "=666') shows additional residential development to
the north. A large graded area is present to the south of the Site.
The 2005 aerial photograph (EDR, 1 "=6047) shows the large graded area to be ahigh school.
No other changes are noted.
No conditions were observed that would indicate a likely source of impact to the Subject Site.
Relevant Environmental Reporting
In 1989 or 1990, a release of 800 gallons of jet fuel occurred on property adjacent to tile
Project Site (National Technical Systems [NTS]). The spill occurred on a parcel that included the
Project Site but did not fall within the project boundaries. NTS was cited in 1990 and again in 1999
for storage of on-site hazardous waste past applicable accumulation time. NTS was also cited in
1999 for a leaking 55 -gallon drum in the hazardous waste storage area. NTS is also located near the
Fornier Whittaker-Benuite Facility where there is kriown groundwater contamination from
perchlorate.
016 1 �38P sa 4 Applied Environmental Technologies, Inc.
"Preliminary Assessment With Limited Sampling Report for National Technical
Systems Site 20988 west golden Triangle Road, Santa Clarita, CA 91350", June 24,
2003, Prepared for U.S. Environmental Protection Agency Region IX, Prepared by
Department of Toxic Substance Control
In 2003, a preliminary assessment was conducted at the NTS site. Although none of the
sample locations were identified on the Project Site, they were on adjacent land. The findings also
indicated that perchlorate was present in the groundwater of tile NTS site.
Soil samples had been collected from previous investigations. Heavy hydrocarbons were
detected in the soil samples.
Additional soil sampling was conducted by DTSC in February 2003. No volatile organic
compounds were identified. The results of analyses for metals showed concentrations that
correspond very well with the background metal sampling data collected for the Site. No hexavalent
chromium was detected in the soil samples. Perchlorate was identified in the soil samples at 5
locations. Petroleum hydrocarbons were not identified in the soil samples. PCBs were not identified
in the soil samples. No explosive compounds were identified in the soil samples.
Based on the findings and regulations that authorize the EPA to consider emergency response
actions at those sites that pose an imminent threat to human health or the environment, DTSC
deemed that referral to Region IX' s Emergency Response Office did not appear to be necessary.
"Eastern Area Preliminary Endangerment Assessment Sampling Report", April 20,
2007, Prepared for National Technical Systems, Prepared by GeoKinetics of Irvine, CA
A preliminary endangerment assessment (PEA) sampling program was conducted for the
eastern area of tile NTS facility. The sampling program was conducted as part of a Voluntary
Cleanup Agreement. The eastern portion of the NTS facility covers approximately 120 acres and is
mostly undeveloped. The area contains a number of relatively small testing laboratories, in use
and/or abandoned, and storage facilities for chemicals and explosives. Six potential areas of concern
were identified for the PEA sampling program. These 6 areas included a former gun range, a former
test pad, a former 60=foot drop tower pad, two former remote testing areas and an existing hazardous
materials storage area. The sampling program involved the collection and laboratory analysis of
more than 50 soil samples for potential contaminants of concern which included lead, uranium,
perchlorate, and explosives residues. Samples from the hazardous materials storage area were also
analyzed for volatile organic compounds, semi -volatile organic compounds, and Title 22 metals.
Lead and uranium were detected at or below typical background levels in all samples.
Perchlorate was not detected in any of the samples. Explosive residues were typically not detected in
the samples. The explosive residual tetryl was detected in one sample from the former remote testing
areas. Tetryl was used to make explosives, mostly during World Wars I and 11, and is no longer
manufactured or used in the United States. The carcinogenicity of tetryl in humans and animals has
not been studied. No semi -volatile organic compounds were detected.
Lead, cadmium, chromium, copper and nickel were detected at one location within the
hazardous materials storage area at concentrations suspected to be in excess of typical background
levels. A Waste Extraction Test (WET) was conducted and concentrations were found to exceed the
0161-1811ps'l 5 Applied Environmental Technologies, Inc.
regulatory limits for lead, cadmium, copper and nickel. A supplemental soil sampling program was
conducted in the Hazardous Materials Storage Area for the purposes of evaluating the extent of
inetals-impacted soils. The supplemental sampling program included X -Ray Fluorescence testing for
lead at 51 locations combined with additional laboratory analyses of soil samples for cadmium, total
and hexavalent chromium, copper, lead and nickel. The extent of the impacted soil was determined
to be confined to the surficial soil within a localized (approximately 25 square foot) area. The
estimated volume of the impacted soil wasapproximately 1.5 cubic yards. Removal and disposal of
the impacted soil was recommended. No further testing activities or remediation was recommended
for any of the other areas in which testing was performed.
"Results of Soil Removal and Waste Soil Characterization and Disposal Hazardous
materials Storage Facility NTS, Santa Clarita, California", October 12,2007, Prepared
for Department of Toxic Substances Control, Prepared by GeoKinetics of Irvine, CA
Based on the recommendation of the April 20, 2007 PEA, approximately two cubic yards of
soil from the Hazardous material Storage Facility at the NTS Facility in Santa Clarita, California
Were excavated and disposed off-site as "Non -Hazardous" waste. Confirmatory sampling indicated
that all of the impacted soil was removed. This report recommended no further action at this time.
Department of Toxic Substances Control letter "Final Prelliminary Endangerment
Assessment For Eastern Property of National Technical systems (NTS), dated
November 5,2007 to Ms. Cynthia Maher, National Technical Systems
This letter states that the Department of Toxics Substances Control (DTSC) has reviewed the
PEA report dated April 20, 2007 and Soil Removal and Disposal report dated October 12, 2007.
DTSC's conclusion was that based on the information obtained DTSC has determined that the
property is suitable for unrestricted land use and No Further Action is required with respect to
investigation and remediation of hazardous substances at the Site. As with any real property, if
previously unidentified contamination is discovered a the Site, additional assessment, investigation,
and/or cleanup may be required.
"Report for Fourth Quarter of Groundwater Monitoring National Technical Systems
Facility 20970 Centre Pointe Parkway, Santa Clarita, California", August 28, 2009,
Prepared for Department of Toxic Substances Control, Prepared by Bureau Veritas
North America, Inc. of San Ramon, CA
Groundwater monitoring activities were perforined on 4 wells in August 2009. Theresultof
the monitoring activities was that there were no concentrations of perchlorate detected in the
groundwater. Groundwater flow was to the north. The conclusions of this groundwater sairipling
report was that no contamination was identified in the wells and it was recommended that the wells
be abandoned and that the DTSC issue a No Further Action letter for the Site.
"Supplemental Soil vapor Investigation Report National Technical Systems Facility
20970 Centre Pointe Parkway, Santa Clarita, California", December 22,2009, Prepared
for Department of Toxic Substances Control, Prepared by Bureau Veritas North
America, Inc. of San Ramon, CA
0161-3811,,. 6 Applied Environmental Technologies, Inc.
The purpose of the supplemental soil vapor investigation was to delineate the vertical extent
of volatile organic compounds (VOCs), particularly tetrachloroethene (PCE), in soil vapor around a
boring near the Machine Shop at the NTS facility. Previous investigations during 2008 and 2009,
PCE was found to exceed its California Human Health screening Level (CHHSL) for both residential
and commercial/industrial land uses. The source of the PCE was not identified.
Based on the findings of this report it was concluded that the vertical extent of PCE in soil
vapor near the Machine Shop was defined. It was also concluded that the localized nature of PCE in
soil vapor indicated that there was no potential human health risks associated with on-site worker
exposure. In addition, the report concluded that there did not appear to be a potential risk to the
groundwater from volatile organics. The report recommended that no further investigation or
remedial action be performed and a No Further Action (NFA) or formal case closure letter be issued
for the Site.
Department of Toxic Substances Control letter "National Technical systems (NTS),
dated January 6,2010 to Ms. Cynthia Maher, National Technical Systems
This letter states that the Department of Toxics Substances Control (DTSC) has reviewed
Supplemental Soil Vapor Investigation Report dated December 22, 2009. DTSC's conclusion was
that based on the information obtained, DTSC has determined that no further action is required at
this time. As with any real property, if previously unidentified contamination is discovered at the
Site, additional assessment, investigation, and/or cleanup may be required. It was further stated that
the groundwater monitoring wells could be destroyed in accordance with Los Angeles County Well
Destruction Guidelines.
Numerous assessments and sampling have been conducted at the NTS facility in Santa
Clarita. The DTSC provided two letters stating that the conditions identified concerning impacted
soil and groundwater had been either remediated or deemed not to be apotential riskto human health
or the environment. No Further Action "closure" was provided to NTS.
Site Reconnaissance
On April 6, 2010, a representative of AFT conducted a visual reconnaissance of the Site.
AET's representative was accompanied by Mr. Willie 0. Seebert, Director of Safety for National
Technical Systems, Inc. (NTS) of the western area of the Site. NTS utilizes the western area for
storage and testing. In addition, Mr. Seebert inforn-ted AET that a Preliminary Environmental
Assessment (PEA) had been conducted on the Property to the east of the NTS facility.
The area of the Site consists of predominantly undeveloped hilly terrain that is bisected with
dirt roads. The area contains heavy scrub vegetation that makes observation and complete coverage
of the Property impractical. Several -areas near the southwestern portion of the Property contain
stored equipment and materials for NTS. The Site is bisected on the west by an underground
aqueduct and on the east by an above ground power corridor. Near the terminal end of Via Princessa
on the east side of the Site are a pair of water tanks.
7 Applied Environmental Technologies, Inc.
The Site is bordered on the west by the NTS facility. South of the Property is the Golden
Valley High School and residential development. East of the Site is residential development at the
current terminal end of Via Princessa.
No pits, ponds, underground or above ground tanks (with the exception of two water tanks at
the eastern end of the Property), stressed vegetation or other potential environmental concerns were
observed. No toxics or hazardous air emission facilities were identified within 1/4mile. No
conditions were observed that would be expected to impact the Subject Site. Representative
photographs of the Site and surroundings are provided in Appendix C.
Environmental Liens
No environmental liens have been identified for the Property. The Environmental Lien
Search Report is provided in Appendix D.
0161-3RII ,�, 8 Applied Environmental Technologies, Inc.
AND CONCLUSIONS
The site was not identified as a known or potential site of contamination based on a federal
and state agency database search. The site reconnaissance did not identify any anomalous conditions
that could potentially represent an environmental liability.
Previous assessments on adjacent land but within the same assessor parcel have shown that
no significant environmental liability or concerns are present. The State of CalifornialDepartment of
Toxic Substances Control has issued "No Further Action" letters to the responsible party (NTS).
0161-31111 ,,� 9 Applied Environmental Technologies, Inc.
DISCUSSION AND CONCLUSIONS
The site was not identified as a known or potential site of contamination based on a federal
and state agency database search. The site reconnaissance did not identify any anomalous conditions
that could potentially represent an environmental liability.
Previous assessments on adjacent land but within the same assessor parcel have shown that
no significant environmental liability or concerns are present. The State of California Department of
Toxic Substances Control has issued "No Further Action" letters to the responsible party (NTS).
Based on our review of the available documents, it is our opinion that there is an insignificant
potential that hazardous or toxic substances may have been released within the associated structure or
to the surface of this property, such that significant costs would be required to restore the site to its
previous condition. It is our opinion based on the Phase I assessments; no recognized environmental
conditions are present at the Site.
0161-3911 � 9 Applied Environmental Technologies, Inc.
LMTATIONS
This report has been prepared for Impact Sciences as a preliminary assessment of subsurface
conditions at the Via Princessa Road extension in Santa Clarita, California. In performing our
professional services, AET has applied present engineering and scientific judgment and used a level
of effort consistent with the standard of practice measured on the date ofthis report and in the locale
of the project site for similar type studies. Applied Environmental Technologies, Inc., makes no
warranty, expressed or implied, in fact or by law, whether of merchantability, fitness for any
particular purpose, or otherwise, concerning any of the materials or "services" furnished by Applied
Environmental Technologies, Inc., to the client.
Inferences with respect to potential subsurface contamination consideration were based on
our review of readily available government and historical records. The interpretations in this report
have been developed based on the review of existing information pertaining to the project site and a
visual reconnaissance of the current condition of the property. It should be recognized that
subsurface contamination could vary laterally and with depth below a given site.
This report was prepared under the direction and supervision of the following. Should you
have any questions regarding this report, please do not hesitate to call.
Very truly yours,
pplied Environmental
hno gies, Inc.
C F%,
C 1�
N FtFAM123
a. Rek M
Eal*68: -pl-U-+4 P�.,Finney REA 901128
4 re ident/Senior Project
�,Or CALlf
0161-31111 ,, 10 Applied Environmental Teclonologies, Inc.
REFERENCES
Agencies and documents reviewed relative to the subject parcel.
Santa Clarita, Building and Planning Department.
County of Los Angeles Assessor
EDR Aerial Photographs:
EDR Radius Map Report dated April 26, 2010
US Geological Survey (USGS), 7.5 -Minute Topographic Map Series, Mint Canyon Quadrangle,
1981,
Munger May Book of California - Alaska Oil and Gas Fields, May 2002.
0161-38P a I I Applied Environmental Technologies, Inc.
F.1 a 9 plo M
EDR RE' PORT
Via Princessa
Via Princessa/Sheldon Ave.
Santa Clarita, CA 91350
Inquiry Number: 2753008.2s
April 26, 2010
(rEDR co Envh(JT)1T1'--W.-d Data ReSOUICr-S Inc
FORM PRhf ROM
TABLE OF CONTENTS
SECTION
PAGE
Executive Summary ------------------------------------------------------- ES1
Overview Map ----------------------------------------------------------- 2
DetailMap -------------------------------------------------------------- 3
Map Findings Summary ---------------------------------------------------- 4
MapFindings ------------------------------------------------------------ 8
Orphan Summary --------------------------------------------------------- 70
Government Records Searched/Data Currency Tracking -------------------------- GR -1
GEOCHECK ADDENDUM
Physical Setting
Source
Addendum ------------------------------------------
A-1
Physical Setting
Source
Summary --------------------------------------------
A-2
Physical Setting
SSURGO
Soil Map ------------------------------------------
A-5
Physical Setting
Source
Map ------------------------------------------------
A-1 9
Physical Setting
Source
Map Findings ----------------------------------------
A-20
Physical Setting
Source
Records Searched ------------------------------------
A-244
Thank you for your business.
Please contact EDR at 1-800-352-0050
with any questions or comments.
and Trademark Notice
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Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any
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TC2753008.2s Page I
EXECUTIVE SUMMARY
A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR).
The report was designed to assist parties seeking to meet the search requirements of EPA's Standards
and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for
Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of
environmental risk associated with a parcel of real estate.
ADDRESS
VIA PRI NCESSA/S H ELDON AVE.
SANTA CLARITA, CA 91350
COORDINATES
Latitude (North):
34.405300 - 34' 24' 19.1 "
Longitude (West):
118.495400 - 118* 29'43.4"
Universal Tranverse Mercator:
Zone 11
UTM X (Meters):
362553.6
UTM Y (Meters):
3807914.2
Elevation:
1662 ft. above sea level
USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY
Target Property Map: 34118-D4 MINT CANYON, CA
Most Recent Revision: 1994
West Map: 3411 B -D5 NEWHALL, CA
Most Recent Revision: 1988
AERIAL PHOTOGRAPHY IN THIS REPORT
Photo Year: 2005
Source: USDA
TARGET PROPERTY SEARCH RESULTS
The target property was not listed in any of the databases searched by EDR.
DATABASES WITH NO MAPPED SITES
No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government
records either on the target property or within the search radius around the target property for the
following databases:
STANDARD ENVIRONMENTAL RECORDS
Federal NPL site list
NPL ------------------------- National Priority List
TC2753008.2s EXECUTIVE SUMMARY 1
EXECUTIVE SUMMARY
Proposed NPIL --------------- Proposed National Priority List Sites
NPIL LIENS ------------------- Federal Superfund Liens
Federal Delisted NPL site list
Delisted NPL ---------------- National Priority List Deletions
Federal CERCLIS list
FEDERAL FACILITY ---------- Federal Facility Site Information listing
Federal RCRA generators list
RCRA-LOG ------------------- RCRA - Large Quantity Generators
RCRA-CESQG --------------- RCRA - Conditionally Exempt Small Quantity Generator
Federal institutional controls /engineering controls registries
US ENG CONTROLS --------- Engineering Controls Sites List
US INST CONTROL --------- Sites with Institutional Controls
State- and tribal - equivalent NPL
RESPONSE ------------------ State Response Sites
State- and tribal - equivalent CERCLIS
AOCONCERN ---------------- San Gabriel Valley Areas of Concern
State and tribal landfill andlor solid waste disposal site lists
SWF/LF ---------------------- Solid Waste Information System
State and tribal leaking storage tank lists
LUST ------------------------- Geotracker's Leaking Underground Fuel Tank Report
SLIC ------------------------- Statewide SLIC Cases
INDIAN LUST ---------------- Leaking Underground Storage Tanks on Indian Land
State and tribal registered storage tank lists
AST -------------------------- Aboveground Petroleum Storage Tank Facilities
INDIAN UST ------------------ Underground Storage Tanks an Indian Land
FEMA UST ------------------- Underground Storage Tank Listing
State and tribal voluntary cleanup sites
INDIAN VCP ------------------ Voluntary Cleanup Priority Listing
ADDITIONAL ENVIRONMENTAL RECORDS
Local Brownfield lists
US BROWNFIELDS ---------- A Listing of Brownfields Sites
TC275300B.2s EXECUTIVE SUMMARY 2
EXECUTIVE SUMMARY
Local Lists of Landfill I Solid Waste Disposal Sites
DEBRIS REGION 9 -----------
Torres Martinez Reservation Illegal Dump Site Locations
ODI --------------------------
Open Dump Inventory
WMUDSISWAT ---------------
Waste Management Unit Database
SWRCY ----------------------
Recycler Database
HAULERS --------------------
Registered Waste Tire Haulers Listing
INDIAN ODI ------------------
Report on the Status of Open Dumps on Indian Lands
Local Lists of Hazardous waste / Contaminated Sites
US CDL ---------------------- Clandestine Drug Labs
HIST Cal -Sites ---------------- Historical Calsites Database
SCH -------------------------- School Property Evaluation Program
Toxic Pits --------------------- Toxic Pits Cleanup Act Sites
AOCONCERN ---------------- San Gabriel Valley Areas of Concern
CDL ------------------------- Clandestine Drug Labs
US HIST CDL --------------- National Clandestine Laboratory Register
Local Land Records
LIENS 2 ---------------------- CERCLA Lien Information
LUCIS --- -------------------- Land Use Control Information System
LIENS ------------------------ Environmental Liens Listing
DEED ------------------------ Deed Restriction Listing
Records of Emergency Release Reports
HMIRS ----------------------- Hazardous Materials Information Reporting System
LIDS -------------------------- Land Disposal Sites Listing
MCS ------------------------- Military Cleanup Sites Listing
Other Ascertainable Records
DOT OPS -------------------- Incident and Accident Date
DOD ------------------------- Department of Defense Sites
FUDS ------- ---------------- Formerly Used Defense Sites
CONSENT ------------------- Superfund (CERCLA) Consent Decrees
ROD ------------------------- Records Of Decision
UMTRA ---------------------- Uranium Mill Tailings Sites
MINES ----------------------- Mines Master Index File
TRIS ------------------------- Toxic Chemical Release Inventory System
TSCA ------------------------ Toxic Substances Control Act
FTTS ------------------------- FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide
Act)/TSCA (Toxic Substances Control Act)
H I ST FTTS ------------------- FIFRA/TSCA Tracking System Administrative Case Listing
SSTS ------------------------- Section 7 Tracking Systems
ICIS -------------------------- Integrated Compliance Information System
PADS ------------------------ PCB Activity Database System
MILTS ------------------------ Material Licensing Tracking System
RADINFO -------------------- Radiation Information Database
RAATS ----------------------- RCRA Administrative Action Tracking System
CA BOND EXP. PLAN -------- Bond Expenditure Plan
NPIDES ----------------------- NPIDES Permits Listing
TC2753008.2s EXECUTIVE SUMMARY 3
EXECUTIVE SUMMARY
CA WDS --------------------- Waste Discharge System
Cortese -----------------
__ " Cortese" Hazardous Waste & Substances Sites List
HIST CORTESE --------------
Hazardous Waste & Substance Site List
Notify 65 ----------------------
Proposition 65 Records
LA Co. Site Mitigation ---------
Site Mitigation List
INDIAN RESERV -------------
Indian Reservations
SCRD DRYCLEANERS -------
State Coalition for Remediation of Drycleaners Listing
HWT -------------------------
Registered Hazardous Waste Transporter Database
COAL ASH EPA --------------
Coal Combustion Residues Surface Impoundments List
COAL ASH DOE --------------
Sleam-Electric Plan Operation Data
PROC ------------------------
Certified Processors Database
PCB TRANSFORMER --------
PCB Transformer Registration Database
FINANCIAL ASSURANCE ----
Financial Assurance Information Listing
MWMP -----------------------
Medical Waste Management Program Listing
EDR PROPRIETARY RECORDS
EDR Proprietary Records
Manufactured Gas Plants ----- EDR Proprietary Manufactured Gas Plants
EDR Historical Auto Stations_ EDR Proprietary Historic Gas Stations
EDR Historical Cleaners ------ EDR Proprietary Historic Dry Cleaners
SURROUNDING SITES: SEARCH RESULTS
Surrounding sites were identified in the following databases
Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on
a relative (not an absolute) basis. Relative elevation information between sites of close proximity
should be field verified. Sites with an elevation equal to or higher than the target property have been
differentiated below from sites with an elevation lower than the target property.
Page numbers and map identification numbers refer to the EDR Radius Map report where detailed
data on individual sites can be reviewed -
Sites listed in bold italics are in multiple databases.
Unmappable (orphan) sites are not considered in the foregoing analysis.
STANDARD ENVIRONMENTAL RECORDS
Federal CERCLIS list
CERCLIS: The Comprehensive Environmental Response, Compensation and Liability Information System
contains data on potentially hazardous waste sites that have been reported to the USEPA by states,
municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive
Environmental Response, Compensation and Liability Act (CERCLA). CERCLIS contains sites which are either
proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase
for possible inclusion on the NPL.
A review of the CERCLIS list, as provided by EDR, and dated 01/29/2010 has revealed that there is 1
CERCLIS site within approximately 1 mile of the target property.
TC2753008.2s EXECUTIVE SUMMARY 4
EXECUTIVE SUMMARY
Lower Elevation Address Direction I Distance Map ID Page
HI -SHEAR TECHNOLOGY CORP 26413 N GOLDEN VALLEY R WNW112-1(0.607mi.) 50 41
Federal CERCLIS NFRAP site List
CERC-NFRAP: Archived sites are sites that have been removed and archived from the inventory of CERCLIS
sites. Archived status indicates that, to the best of EPA's knowledge, assessment at a site has been completed
and that EPA has determined no further steps will be taken to list this site on the National Priorities List
(NPL), unless information indicates this decision was not appropriate or other considerations require a
recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard
associated with a given site; it only means that, based upon available information, the location is not judged
to be a potential NPL site.
A review of the CERC-NFRAP list, as provided by EDR, and dated 06123/2009 has revealed that there is
1 CERC-NFRAP site within approximately 1 mile of the target property.
Lower Elevation Address Direction I Distance Map ID Page
AMERICAN CYANAMID 21444 GOLDEN TRIANGLE R NW 112 - 1 (0.967 mi.) D54 so
Federal RCRA CORRACTS facilities list
CORRACTS: CORRACTS is a list of handlers with RCRA Corrective Action Activity. This report shows
which nationally -defined corrective action core events have occurred for every handler that has had corrective
action activity.
A review of the CORRACTS list, as provided by EDR, and dated 12/11/2009 has revealed that there is 1
CORRACTS site within approximately 1.5 miles of the target property.
Lower Elevation
AMERICAN CYANAMID
Address Direction I Distance Map ID Page
21444 GOLDEN TRIANGLE R NW 112 - 1 (0.967 mi.) D54 50
Federal RCRA non-CORRACTS TSD facilities list
RCRA-TSDF: RCRAlnfo is EPA's comprehensive information system, providing access to data supporting
the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)
of 1984. The database includes selective information on sites which generate, transport, store, treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA)_ Transporters are
individuals or entities that move hazardous waste from the generator offstte to a facility that can recycle,
treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste.
A review of the RCRA-TSDF list, as provided by EDR, and dated 01/13/2010 has revealed that there is 1
RCRA-TSDF site within approximately 1 mile of the target property.
Lower Elevation
Address Direction / Distance Map ID Page
AMERICAN CYANAMID 21444 GOLDEN TRIANGLE R NW112-1(0.967mL) D54 50
T(32753008.2� EXECUTIVE SUMMARY 5
F�EXECUTIVE SUMMARY
Federal RCRA generators list
RCRA-SQG: RCRAlnfo is EPA's comprehensive information system, providing access to data supporting
the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)
of 1984. The database includes selective information on sites which generate, transport, store, treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity
generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month.
A review of the RCRA-SQG list, as provided by EDR, and dated 01/13/2010 has revealed that there are 4
RCRA-SQG sites within approximately 0.75 miles of the target property.
Lower Elevation
BLUE CROSS LABORATORIES INC
HASHEAR TECHNOLOGY CORP
INLAND PACIFIC MTR
ADROS CUSTOM WOOD FINISHING
Federal ERNS list
Address
26411 N GOLDEN VALLEY R
26413 N GOLDEN VALLEY R
26502 GOLDEN VALLEY RD
26524 GOLDEN VALLEY
Direction / Distance
NW 114 - 112 (0.449 mL)
WNW 112 - 1 (0.607 mL)
NNW 112 - 1 (0.696 mL)
NNW 112 - 1 (0.696 mi.)
Map ID Page
A9 16
50 41
C51 43
C53 48
ERNS: The Emergency Response Notification System records and stores information on reported
releases of oil and hazardous substances. The source of this database is the U.S. EPA.
A review of the ERNS list, as provided by EDR, and dated 12/31/2009 has revealed that there is 1 ERNS
site within approximately 0.5 miles of the target property.
Lower Elevation
26417 GOLDEN VALLEY RD
State- and tribal - equivalent CERCLIS
Address Direction / Distance
26417 GOLDEN VALLEY RD NWI/4-1/2(0,450mi.)
MaplD Page
A10 19
ENVIROSTOR: The Department of Toxic Substances Control's (DTSC's) Site Mitigation and Brownfields
Reuse Program's (SMBRP's) EnviroStor database identifes sites that have known contamination or sites for which
there may be reasons to investigate further. The database includes the following site types: Federal
Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State
Superfund; Voluntary Cleanup; and School sites. EnviroStor provides Similar information to the information
that was available in CalSites, and provides additional site information, including, but not limited to,
identification of formerly -contaminated properties that have been released for reuse, properties where
environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk
characterization information that is used to assess potential impacts to public health and the environment at
contaminated sites.
A review of the ENVIROSTOR list, as provided by EDR, and dated 02/08/2010 has revealed that there are
5 ENVIROSTOR sites within approximately 1.5 miles of the target property.
Lower Elevation
MERLE NORMAN COSMETICS, INC.
Status: No Further Action
AMERICAN CYANAMID, ENGINEERED
Status: Active
NATIONAL TECHNICAL SYSTEMS
Status: Active
Address Direction I Distance
26407 GOLDEN VALLEY RD NW114-112(0.449mi.)
21444 GOLDEN TRIANGLE R NW 112 - 1 (0.967 mi.)
209BB GOLDEN TRIANGLER NIVWI-2(l.100mi.)
MaplD Page
A6 12
D55 58
56 62
TC2753008.2s EXECUTIVE SUMMARY 6
EXECUT�IVE SUMMARY
Lower Elevation Address Direction / Distance Map ID Page
WILLIAM S. HART UNION SCHOOL D 21469 REDVIEW DRIVE WNW 1 - 2 (1.212 mi,) 57 67
Status: No Further Action
CARRIAGE TRADE CLEANERS 19324 SOLEDAD CANYON RD ENE 1 - 2 (1.448 mi.) 58 68
Status: Refer: 1248 Local Agency
State and tribal registered storage tank lists
LIST: The Underground Storage Tank database contains registered USTs. USTs are regulated under
Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources
Control Board's Hazardous Substance Storage Container Database.
A review of the LIST list, as provided by EDR, and dated 03122/2010 has revealed that there is 1 LIST
site within approximately 0.75 miles of the target property.
Lower Elevation Address Direction / Distance Map ID
SAUGUS UNION SO TRANSPORTATION 26501 GOLDEN VALLEY RD WNW1/4-1/2(0.464mi.) B30
Page
29
State and tribal voluntary cleanup sites
VCP: Contains low threat level properties with either confirmed or unconfirmed releases and the
project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to
provide coverage for DTSC's costs,
A review of the VCP list, as provided by EDR, and dated 02/08/2010 has revealed that there is I VCP
site within approximately 1 mile of the target property.
Lower Elevation Address Direction I Distance Map ID Page
MERLE NORMAN COSMETICS, INC. 26407 GOLDEN VALLEY RD NW 114 - 112 (0.449 mi.) A6 12
ADDITIONAL ENVIRONMENTAL RECORDS
Local Lists of Registered Storage Tanks
CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank
locations. The source is the State Water Resource Control Board.
A review of the CA FID UST list, as provided by EDR, and dated 10131/1994 has revealed that there is
1 CA FID UST site within approximately 0.75 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page
MERLE NORMAN COSMETICS 26407 N GOLDEN VALLEY R NW 114 - 112 (0.449 mi.) AS 10
TC2753008.2s EXECUTIVE SUMMARY 7
EXECUTIVE SUMMARY
HIST UST: Historical UST Registered Database.
A review of the HIST UST list, as provided by EDR, and dated 10115/1990 has revealed that there is 1
HIST LIST site within approximately 0.75 miles of the target property,
Lower Elevation
Address Direction I Distance
SAUGUS FACILITY 26407 GOLDEN VALLEY RD NW 114 - 1/2 (0.449 mi.)
MaplD Page
A3 a
SWEEPS LIST: Statewide Environmental Evaluation and Planning System. This underground storage tank
listing was updated and maintained by a company contacted by the SWRCB in the early 1990's. The listing is no
longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS
list -
A review of the SWEEPS LIST list, as provided by EDR, and dated 06/01/1994 has revealed that there 1,
1 SWEEPS LIST site within approximately 0.75 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page
MERLE NORMAN COSMETICS 26407 N GOLDEN VALLEY R NW114-112(0.449mi.) AS 10
Records of Emergency Release Reports
CHMIRS: The California Hazardous Material Incident Report System contains information on reported
hazardous material incidents, i.e., accidental releases or spills. The source is the California Office of
Emergency Services.
A review of the CHMIRS list, as provided by EDR, and dated 12/31/2007 has revealed that there is 1
CHMIRS site within approximately 0.5 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page
Not reported 26411 GOLDEN VALLEY RD NW 114 - 1/2 (0.449 mi.) A8 14
Date Completed: 25 -MAR -89
Other Ascertainable Records
RCRA-NonGen: RCRAInfo is EPA's comprehensive information system, providing access to data supporting
the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA)
of 1984. The database includes selective information on sites which generate, transport, store, treat and/or
dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non -Generators do
not presently generate hazardous waste.
A review of the RCRA-NonGen list, as provided by EDR, and dated 01/13/2010 has revealed that there is
I RCRA-NonGen site within approximately 0.75 miles of the target property.
Lower Elevation Address Direction / Distance Map ID Page
BENS TEK 26536 GOLDEN VALLEY RD NNW 112 - 1 (0.696 mi.) C52 45
TC2753006.2s EXECUTIVE SUMMARY 8