HomeMy WebLinkAbout2020-095 - Adopting a Mitigated Negative Declaration and Mitigation MonitoringLS 10.26.20
RESOLUTION NO.2020-095
A RESOLUTION OF CITY COUNCIL OF THE CITY OF
SANTA ANA ADOPTING A MITIGATED NEGATIVE
DECLARATION AND MITIGATION MONITORING
AND REPORTING PROGRAM, ENVIRONMENTAL
REVIEW NO. 2018-83, RELATIVE TO GENERAL
PLAN AMENDMENT NO. 2020-04 AND
AMENDMENT APPLICATION NO, 2020-02 FOR THE
PROJECT LOCATED AT 301 AND 305 NORTH
MOUNTAIN VIEW STREET
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SANTA ANA AS
FOLLOWS:
Section 1. The City Council of the City of Santa Ana hereby finds, determines
and declares as follows:
A. Steve Jones with Olympia Capital Corporation, representing Mountain View
Real Estate Investments, LLC. ("Applicant'), is requesting approval of General
Plan Amendment (GPA) No. 2020-04 to amend the General Plan land use
designation of the project site from Low Medium Desnity Residential (LMR-
11) to Medium Density Residential (MR-15) and Amendment Application (AA)
No. 2020-02 to change the zoning designation of the project sire from
General Agricultural (Al) to Two -Family Residence (R2) in order to facilitate
the construction of an 8-unit condominium development at 301 and 305 North
Mountain View Street.
B. In addition, the City of Santa Ana is proposing to change the land use
designation of the properties located at 4310, 4314, 4318, 4322, 4326, and
4330 West Fifth Street, 113, 117,121, 201, 203, 207 and 211 North Mountain
View Street from LMR-11 to Low Density Residential (LR-7); 221, 223, 225,
227, 229, 231, 233, 235, 237, 239, 241, 243, 245, 247, 301, 305, 321, 323, 325,
327, 329, 331, 333, 335, 337, 339, 341, 343, 345, 347, 349, 351, 353, 355, 357,
359, 361, 363, 365, 409 and 411 North Mountain View Street and 4311 West
First Street from LMR-11 to MR-15; and 4315, 4317, 4319, 4321, 4323, 4325,
4327, 4329, 4331, 4333, 4335, 4337 and 4339 West First Street from General
Commercial (GC) to MR-25.
C. Lastly, the City of Santa Ana is also proposing to change the zoning designation
of the properties located at 4310, 4314, 4318, 4322, 4326 and 4330 West Fifth
Street, 4311 West First Street and 113, 117, 121, 201, 203, 207 and 211 North
Mountain View Street from Al to Single -Family Residence (R1); and 221, 223,
225, 227, 229, 231, 233, 235, 237, 239, 241, 243, 245, and 247 North Mountain
View Street from Suburban Apartment (R4) to R2.
Resolution No. 2020-095
Page 1 of 20
D. The provisions of the California Environmental Quality Act of 1970 (CEQA),
Public Resources Code Sections 21000 et. seq., as amended, and the CEQA
Guidelines require the evaluation of environmental impacts in connection with
proposals for discretionary projects.
E. Pursuant to the Guidelines for the Implementation of the CEQA, an Initial Study
relative to the proposed project concluded that implementation of the project
could result in potentially significant effects on the environment and identified
mitigation measures for the development site (301 and 305 North Mountain
View Street) that would reduce the significant effects to a less -than -significant
level.
F. The City of Santa Ana prepared a Mitigated Negative Declaration (MND),
Environmental Review (ER) No. 2018-83, for the proposed project which
reflects the City's independent judgement and analysis as lead agency for the
project. The MND concluded that the project site would have a less than
significant environmental impact with implementation of mitigation measures.
Mitigation measures are included to address biological resources, geology and
soils, noise, hydrology and water quality, tribal cultural resources and cultural
resources.
G. On June 8, 2020, a Notice of Intent (NOI) to adopt the Initial Study and MND,
ER No. 2018-83, was published in the Orange County Register newspaper,
circulated to interested parties, and the State Clearinghouse.
H. The documents related to the MND were made available for a 30-day public
review and comment period at the Santa Ana City Hall and on the project's
webpage on the City's website. At the completion of the comment period,
comments from Orange County Fire Authority (OCFA) and the Gabrieleno Ban
of Mission Indians -Kith Nation were received and incorporated to the Final
I. The mitigation measures set forth in the MND are fully enforceable and will be
implemented using the Mitigation Monitoring and Reporting Program (MMRP),
attached hereto as Exhibit A and incorporated herein by reference.
J. On December 1, 2020, the City Council of the City of Santa Ana held a duly
noticed public hearing and voted to approve a resolution to adopt MND, ER No.
2018-83, and the related MMRP for the project.
Section 2. The City Council has independently reviewed and analyzed the
information contained in the Initial Study and the MND, ER No. 2018-83, prepared with
respect to this project. The City Council has, as a result of its consideration and the
evidence presented at the hearings on this matter, determined that, as required
pursuant to the CEQA and the State CEQA Guidelines, the MND adequately addresses
the expected environmental impacts of this project. On the basis of this review, the City
Council finds that there is no substantial evidence from which it can be fairly argued that
the project will have a significant adverse effect on the environment.
Resolution No. 2020-095
Page 2 of 20
Section 3. The City Council hereby adopts the MND, attached hereto as
Exhibit A, and MMRP, attached hereto as Exhibit B, and directs that a Notice of
Determination be prepared and filed with the County Clerk of the County of Orange in
the manner required by law. This decision is based upon the evidence submitted at the
above said hearing, which includes, but is not limited to: the Request for City Council
Action dated December 1, 2020 and exhibits attached hereto; and the public testimony,
written and oral, all of which are incorporated herein by this reference.
Section 4. Pursuant to Title XIV, California Code of Regulations (CCR) §
735.5(c)(1), the City Council has determined that, after considering the record as a
whole, there is no evidence that the proposed project will have the potential for any
significant adverse effect on wildlife resources or the ecological habitat upon which
wildlife resources depend. The proposed project exists in an urban environment
characterized by paved concrete, roadways, surrounding buildings and human activity.
However, pursuant to Fish and Game Code § 711.2 and Title XIV, CCR § 735.5, the
payment of Fish and Game Department filing fees in conjunction with this project is at
the discretion of the State of California Department of Fish and Wildlife.
Section 5. The Applicant shall indemnify, protect, defend and hold the City
and/or any of its officials, officers, employees, agents, departments, agencies,
authorized volunteers, and instrumentalities thereof, harmless from any and all claims,
demands, lawsuits, writs of mandamus, referendum, and other proceedings (whether
legal, equitable, declaratory, administrative or adjudicatory in nature), and alternative
dispute resolution procedures (including, but not limited to arbitrations, mediations, and
such other procedures), judgments, orders, and decisions (collectively "Actions"),
brought against the City and/or any of its officials, officers, employees, agents,
departments, agencies, and instrumentalities thereof, that challenge, attack, or seek to
modify, set aside, void, or annul, any action of, or any permit or approval issued by the
City and/or any of its officials, officers, employees, agents, departments, agencies, and
instrumentalities thereof (including actions approved by the voters of the City) for or
concerning the project, whether such Actions are brought under the Ralph M. Brown
Act, California Environmental Quality Act, the Planning and Zoning Law, the Subdivision
Map Act, Code of Civil Procedure sections 1085 or 1094.5, or any other federal, state or
local constitution, statute, law, ordinance, charter, rule, regulation, or any decision of a
court of competent jurisdiction. It is expressly agreed that the City shall have the right to
approve, which approval will not be unreasonably withheld, the legal counsel providing
the City's defense, and that Applicant shall reimburse the City for any costs and
expenses directly and necessarily incurred by the City in the course of the defense.
City shall promptly notify the Applicant of any Action brought and City shall cooperate
with Applicant in the defense of the Action.
Resolution No. 2020-095
Page 3 of 20
Section 6. This decision rendered by the City Council of the City of Santa Ana
is final and is subject to judicial review pursuant to California Code of Civil Procedure
Section 1094.6. The Planning and Building Agency shall give direct notice to the
Applicant of the City Council's decisions and these findings.
ADOPTED this 1st day of December, 2020.
APPROVED AS TO FORM:
Sonia R. Carvalho
City Attorney
By: �4 �- .
Lisa Storck
Assistant City Attorney
AYES: Councilmembers
NOES:
NOT PRESENT:
Councilmembers
Councilmembers
Councilmembers
Bacerra. Mendoza, Penaloza, Sarmiento
Solorio Villegas (6)
None (0)
Pulido (1)
None (0)
CERTIFICATE OF ATTESTATION AND ORIGINALITY
I, DAISY GOMEZ, Clerk of the Council, do hereby attest to and certify the attached
Resolution No. 2020-095 to be the original resolution adopted by the City Council of the
City of Santa Ana on December 1, 2020.
Date: %q? - -3 - a03D
Daisy Gom z
Clerk of the Council
City of Santa Ana
Resolution No. 2020-095
Page 4 of 20
EXHIBIT A
MITIGATED NEGATIVE DECLARATION
The Mitigated Negative Declaration for the Project and Technical Studies are available
online at:
https://www santa-ana org/pb/planning-division/major-planning-projects-and-monthly
d evelopment-project-reports/mountain-view
Or by visiting:
Planning and Building Agency— Planning Division Public Counter
20 Civic Center Plaza
Santa Ana, CA 92701
Resolution No. 2020-095
Page 5 of 20
EXHIBIT B
MITIGATION MONITORING AND REPORTING PROGRAM
The following is a Mitigation Monitoring and Reporting Program (M1V1RP) for the Mountain
View Avenue Condominiums located at 301 and 305 Mountain View Avenue, Santa Ana, CA.
This MMRP has been prepared pursuant to Section 15097 of the California Environmental
Quality Act (CEQA) Guidelines and Section 21081 of the Public Resources Code. The MMRP
lists all applicable Project Mitigation Measures (MM) and environmental commitments that are
required to be implemented with the Project under existing Standard Condition Plans, Programs,
and Policies (SC) for implementing environmental resource protection legislation. This MMRP
includes implementation timing and responsible party to ensure proper enforcement of all MM
and SC to reduce Project impacts. The City of Santa Ana, as the Lead Agency, will utilize the
MMRP to document the implementation of Project mitigation and SC environmental
commitments, which ensure all project impacts are reduced to less than significance pursuant to
the CEQA.
Date
Mitigation
Mitigation Measure
Responsible
Tung
Completed
Number
Park
and
Initials
AESTHETICS
MM AES-1
The Contractor shall partition active
Contractor
During all
areas of construction, stockpiles and
and City
phases of
materials storage locations; and, shall
Inspector
construction
perform all work with downlighting and
installation of a barrier to confine
construction -related light and glare into
_active-onstrucbAanzonesand to
minimize spillover light and glare from
construction equipment onto adjacent
areas by implementing the following:
(a) A temporary barrier between
nearby residences and areas
of active construction will be
placed.
(b) Temporary security lighting
must be low voltage and
downlit.
AIR QUALITY
MM AQ-1
Emissions controls and fugitive dust
Contractor as
During all
emissions controls will be implemented to
verified by
phases of
reduce airborne dust contributing to
City Planner
construction
PM 10 and PM2.5 pursuant to SXAQMD
and City
Rules 403 for PM and PM2.5 and
Engineer,
Resolution No. 2020-095
Page 6 of 20
pursuant to Rule 1466 pertaining to toxic
construction
air contaminants. This includes dust
staff
control BACM and air quality TAC
monitoring for Lead:
(a) Designate a Dust Control
Supervisor;
(b) Provide PM 10 monitoring
both upwind and downwind
during earth -moving
activities;
(c) Maintain records of earth -
moving activities, monitoring,
instrument calibration,
manifest records for transport,
volumes of materials with
TAC, distances to a
residence, park or school, and
complaints;
(d) Install minimum 6-foot tall
barrier fencing where earth
moving activities are carried
out, and fencing at least as
high as stockpiles;
(e) Apply water or other soils
stabilizers prior to
earthmoving activities and
maintain moisture content to
prevent generation of visible
dust plumes;
(f) Post signs limiting speed limit
to 15 miles per hour;
(g) Stabilize or cover disturbed
surfaces and apply stabilizers
and cover haul loads prior to
unloading;
(h) Remove track -out with a
vacuum equipped with filters
rated to achieve 99.97%
capture efficiency for 0.3
micron particles;
(1) Prevent track -out and clean
soils from the exterior of
trucks, trailers and tires prior
Resolution No. 2020-095
Page 7 of 20
to leaving the Project Area;
(j) Segregate and label TAC
stock piles and apply
stabilizers, and 10mm plastic
overlapping and anchored
sheeting;
(k) Cease activities during high
winds (15 miles per hour over
a 15-minute period or
instantaneous wind speeds
exceeding 25 MPH); and
(1) Proper notification of
SCAQMD prior to
earthmovin
MM AQ-2
Construction emissions will be reduced
Contractor as
During all
according to the following:
verified by
phases of
City Planner
construction
(a) Disturbed areas will be
and City
stabilized at the end of each
Engineer,
day with trench plates or
construction
similar devices.
staff
(b) Idling on construction
equipment and vehicles will
be limited to 5 minutes;
(c) The project will implement
Tier IV mitigation to reduce
exhaust from -diesel -powered— --- —
engines in compliance with
AQMD;
(d) The project will implement
Tier III engines; and
(e) Construction staff will
carpool.
MM AQ-3
Project plans and specifications shall
City
During all
incorporate a temporary signage plan for
Engineer,
phases of
the Project, which shall be verified by the
Contractor
construction
City Engineer, and shall include a
and City
feedback phone number. The Contractor
Inspector
shall post Project Area will be with a
phone number intended for 24n feedback
to the Contractor and City from the
community according to approved plans.
Resolution No. 2020-095
Page 8 of 20
BIOLOGY
SC BIO-1
Plans and specifications for the project
Project
Prior to
shall include the following note prior to
proponent as
issuance of
issuance of permits to reduce impacts
verified by
permits during
from vegetation trimming and clearing,
City Planner
avian breeding
tree trimming and removals, generation of
and
season, Feb 1
mechanical noise or ground disturbance
Contractor as
— Sept 1 and
on active bird nests from native nesting
verified by
verified
birds: Active avian nests shall be avoided
City
throughout
by the contractor by scheduling these
inspector.
construction
construction activities outside of the avian
stages
breeding season, which is typically during
February 1 to September 1.
SC BIO-2
Plans and specifications for the project
Project
Prior to
shall include the following note prior to
proponent as
issuance of
issuance of permits to reduce impacts on
verified by
permits during
nesting birds prior to commencement of
the City
avian breeding
work during the typical nesting season,
Planner and
season, Feb 1
the contractor shall hire a qualified
Contractor as
— Sept 1 and
biologist to conduct a nest survey, within
verified by
verified
the project boundaries and within a 1,000-
City
throughout
foot radius buffer, three days in advance
inspector,
construction
of the start of construction (for work
Project
stages
beginning approximately between
Biologist,
February 1 and September 1). This survey
Arborist
for bird nests will report the location of
nesting birds that could be impacted by
the project for species covered under the
Migratory Bird Treaty Act and Fish and
Game Code sections 3503, 3503.5, and
3513.
SC BIO-3
Plans and specifications for the project
Project
Prior to
shall include the following note prior to
proponent as
issuance of
issuance of permits to reduce impacts on
verified by
permits during
birds If active nests are found, the
the City
avian breeding
biologist will be retained for construction
Planner and
season, Feb 1
monitoring and to coordinate with CDFW
Contractor as
— Sept 1 and
on establishing specific buffers around
verified by
verified
nests that are sufficient to ensure that
City
throughout
breeding is not likely to be disrupted or
inspector,
construction
adversely impacted by construction
Project
stages
pursuant to CDFW requirements. Buffers
Biologist,
around active nests will be established
Arborist
pursuant to CDFW protocol or
determination by a qualified CDFW
biologist for smaller buffers which are
sufficient to avoid impacts to nesting
birds. Buffers will be maintained until
young have fledged or the nests become
Resolution No. 2020-095
Page 9 of 20
inactive. Factors for consideration on nest
buffers will include:
(a) The presence of natural
buffers provided by
vegetation or topography;
(b) nest height; and
(c) locations of foraging territory;
and baseline levels of noise
and human activity.
SC CUL-1
Plans and specifications for the project
Project
Prior to
shall include the following note prior to
proponent as
issuance of
issuance of permits: If human remains are
verified by
permits and
found, work in the location of the remains
City Planner
during
would cease and the Orange County
and
construction
Coroner's office would be contacted
Contractor as
pursuant to Health and Safety Code
verified by
Section 7050.5 to identify the appropriate
City
next steps. If Native American remains
Inspector
are found, the most likely descendent
would be notified pursuant to Section
5097.94 of the Public Resources Code.
GEOLOGY AND SOILS
MM GEO-1
Structural foundations preparation
Project
During Plan
methods for foundations shall be
proponent as
Check prior to
incorporated into project specifications
verified by
issuance of
and plans and reviewed and approved by
the City
permits and
the Soils Engineer and Geotechnical
Engineer and
ongoing
-Engineer—for—he—projectt prior to issuance—
Building
-during--
of a grading and building permits. Plans
Official
Construction
and Specifications shall include:
Inspection
(a) A minimum 3-foot compacted
fill blanket below the bottom
of footings or per the
geologist recommendations
based on final plans shall be
implemented. For other minor
structures like property line
walls or retaining walls less
than 4 feet high, competent
native soils or compacted fill
may be used;
(b) Earthwork for foundation
shall include the
iildine oad and shall
Resolution No. 2020-095
Page 10 of 20
extend a minimum of 5 feet
outside exterior footing lines;
(c) Footing bottoms shall be
observed by the geotechnical
engineer to verify competent
conditions;
(d) Continuous spread footings
placed a minimum depth of
24 inches below lowest
adjacent finished grade may
be used for the structures,
with footing reinforcement
with a minimum of two No. 4
bars (1 top and 1 bottom) and
shall be observed by the
geotechnical engineer to
verify competent soil
conditions; and
(e) If a slab on grade is utilized,
the slab shall be supported on
engineered fill compacted to a
minimum of 90 percent
relative compaction. Slabs
should be reinforced with at
least No. 3 bars 18 inches on
center both ways.
MM GEO-2
Foundation plans and specifications
Project
During Plan
shall be reviewed and approved by the
proponent as
Check prior to
Geologist and the Soil Engineer and
verified by
issuance of
shall incorporate the recommendations
the City
permits and
of the Geologist and Soil Engineer
Engineer and
during
subgrade preparation prior to issuance
Building
Construction
of grading permits including the
Official
Inspection
following measures:
(a) The soil should be kept
moist prior to casting the
slab, and if the soils at grade
become disturbed during
construction, they should be
brought to approximately
optimum moisture content,
and rolled to a firm,
unyielding condition prior to
placing concrete.
(b) In areas where a moisture
sensitive floor covering will
be used, a vapor barrier
Resolution No. 2020-095
Page 11 of 20
consisting of a plastic film (6
ml polyvinyl chloride or
equivalent) should be used.
The vapor barrier should be
properly lapped and sealed.
(c) Hardscape and slab
subgrade areas shall exhibit a
minimum of 90 percent
relative compaction to a
depth of at least 1 foot.
Deeper removal and re -
compaction may be required
if unacceptable conditions are
encountered. These areas
require testing for compaction
just prior to placing concrete.
(d) Site grading shall
incorporate drainage directed
away from structures via non -
erodible conduits to detention
areas. The structure should
utilize roof gutters and down
spouts tied directly to yard
drainage.
(e) Unlined flower beds,
planters, and lawns should
not be constructed against the
perimeter of the structure. If
such landscaping (against the
perimeter of a structure) is
planned, it should be properly
drained and lined or provided
with an underground moisture
barrier and irrigation in these
areas should be kept to a
minimum.
MM GEO-3
Grading plans and specifications for the
Project
During Plan
project shall be reviewed and approved
proponent as
Check and
by the Soil and Geotechnical Engineers
verified by
Construction
and shall include the recommendations
City
Inspections
of the Soil Engineer and Geotechnical
Engineer
Engineer including the following:
(a) After the foundation for the
fill has been cleared, plowed
or scarified, it shall be disced
or bladed until it is uniform
and free from large clods,
Resolution No. 2020-095
Page 12 of 20
brought to a proper moisture
content and compacted to not
less than 90 percent of the
maximum dry density in
accordance with ASTM:D-
1557 (5 layers -25 blows per
layer; 10 lb. hammer
dropped 18'; 4" diameter
mold).
MM GEO-4
MM GEO — 4: The Soil Engineer
Contractor as
Ongoing
shall provide continuous
verified by
During
supervision of the site clearing and
City Building
Construction
grading operation so that he can
Official/
verify the grading was done in
Inspector
accordance with the accepted plans
and specifications including the
following provisions a through w:
a) All grading shall consist of
removal and re -compaction of
soft surficial soils.
b) All existing vegetation shall be
stripped and hauled from the
site.
c) On -site materials may be used
for fill, or fill materials shall
consist of materials approved
by the Soils Engineer and
may be obtained from the
excavation of banks, borrow
pits or any other approved
source. The materials used
should be free of vegetable
matter and other deleterious
substances and shall not
contain rocks or lumps greater
than 8 inches in maximum
dimension.
d) The selected fill material shall
be placed in layers which,
when compacted, shall not
exceed 6 inches in thickness.
Each layer shall be spread
evenly and shall be
thoroughly mixed during the
spreading to ensure
uniformity of material and
moisture of each layer.
e) No fill material shall be placed,
Resolution No. 2020-095
Page 13 of 20
spread or rolled during
unfavorable weather conditions.
4) When work is interrupted by
heavy rains, fill operations
shall not be resumed until
the field tests by the Soils
Engineer indicate the
moisture content and density
of the fill are as previously
specified.
g) Where moisture of the fill
material is below the limits
specified by the Soils
Engineer, water shall be
added until the moisture
content is as required to
ensure thorough bonding
and thorough compaction.
h) Where moisture content of
the fill material is above
the limits specified by the
Soils Engineer, the fill
materials shall be aerated
by blading or other
satisfactorymethods until
the moisture content is as
specified by the Soils
Engineer.
i) After each layer has been
placed, mixe an spread
evenly, it shall be thoroughly
compacted to not less than
90 percent of the maximum
dry density in accordance
with ASTM:D-1557 (5
layers -25 blows per layer;10
lbs. hammer dropped 18
inches; 4" diameter mold) or
other density tests which will
attain equivalent results.
j) Compaction shall be by
sheepsfoot roller, multi -
wheel pneumatic tire roller
or other types of
acceptable rollers.
k) Rollers shall be of such
Resolution No. 2020-095
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design that they will be able
to compact the fill to the
specified density. Rolling
shall be accomplished while
the fill material is at the
specified moisture content.
1) Rolling of each layer shall be
continuous over the entire
area and the roller shall make
sufficient trips to ensure that
the desired density has been
obtained. The final surfaceof
the lot areas to receive slabs
on grade should be rolled to a
dense, smooth surface.
m) The outside of all fill slopes
shall be compacted by means
of sheepsfoot rollers or other
suitable equipment.
n) Compaction operations shall
be continued until the outer 9
inches of the slope is at least
90 percent compacted.
Compacting of the slopes may
be progressively in increments
of 3 feet to 5 feet of fill height
as the fill is brought to grade,
or after the fill is brought to its
total height.
o) Field density tests shall be
made by the Soils Engineer of
the compaction of each layer
of fill.
p) Density tests shall be made
at intervals not to exceed 2
feet of fill height provided
all layers are tested.
q) Where the sheepsfoot rollers
are used, the soil may be
disturbed to a depth of
several inches and density
readings shall be taken in
the compacted material
below the disturbed surface.
r) When these readings indicate
Resolution No. 2020-095
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that the density of any layer
of fill or portion there is
below the required 90 percent
density, the particular layer or
portion shall be reworked
until the required density has
been obtained.
s) Removal and re -
compaction of existing
fill and loose native soils
will be required to
provide adequate support
for foundations and slabs
on grade.
t) Removals shall extend
downward into competent
earth materials or to at least
2 feet below proposed
footing bottoms, whichever
is deeper.
u) The exposed excavation
bottom shall be observed and
approved by the Geotechnical
Engineer. Subsequent to
approval of the excavation
bottom, the area shall be
scarified6 inches, moisture
conditioned as needed, and
compacted to a minimum of
90 percent relative
compaction.
v) Fill soils shall be placed in 6
to 8-inch loose lifts, moisture
conditioned as needed, and
compacted to a minimum of
90 percent relative
compaction up to finish grade.
w) All utility line backfills, both
interior and exterior, shall
consist of clean sand and
gravel, and be compacted to a
minimum of 90 percent
relative compaction and shall
require testing at a maximum
of 2-foot vertical intervals.
MM GEO-5
In the event that buried paleontological
Contractor
Ongoing
Resolution No. 2020-095
Page 16 of 20
resources or geologic features are
and Building
during
encountered during grading, work in the
Official/
Construction
area of the find shall cease and a
Inspector
qualified paleontologist or geologist shall
inspect the resources and determine the
appropriate course of action for further
treatment.
HYDROLOGY AND WATER QUALITY
SC HYD-1
Prior to issuance of building and grading
Project
During Plan
permits, structural BMPs shall be
Proponent as
Check and
incorporated into the final development
verified by
Ongoing
plans and specifications for the project
the City
During
and prior to final tract map approval,
Engineer and
Construction
non-structural BMPs shall be
Building
incorporated into CC&Rs for
Official/
Condominium Tract 19064 including but
Inspector
not limited to the following:
a) Permeable driveway paving
system with filtered storm
drain inlets designed to detain
80 percent of 100-year storm
flows from the APN 100-281-
05 shall be incorporated into
project plans and
specifications and maintained
through the HOA and CC&Rs.
b) Pet Waste Stations
including bags and
covered receptacle shall be
incorporated into project
plans and
funded/maintained
through the HOA and
CC&Rs.
c) Covered trash receptacles
shall be included in the
common area on the final
plans and maintained by the
HOA through CC&Rs.
d) Owner education materials,
including proper handling,
storage and disposal of toxics
and maintenance of yard drains
shall be incorporated into
CC&Rs for the tract.
SC HYD-2
Prior to issuance of permits for the
Project
During Plan
project, water efficient landscaping and
Proponent as
Check and
irrigation details shall be incorporated
verified by
Ongoing
Resolution No. 2020-095
Page 17 of 20
into development plans and
the City
During
specifications for the project.
Engineer and
Construction
Building
Official/hispe
ctor
SC HYD-3
Prior to issuance of grading and
Project
During Plan
building permits, erosion control
Proponent as
Check and
measures shall be included in final
verified by
Ongoing
plans and specifications including
the City
During
but not limited to provisions a-d
Engineer and
Construction
below:
Building
Official/
a) Twice daily minimum
Inspector
sweeping of track -out areas.
b) Cover haul loads and stockpiles
with tarps.
c) Maintain adequate soil
moisture in disturbed surfaces
during and after grading.
d) Reduce construction vehicle
speeds and idling times.
NOISE
MM NOI-1
Final plans and specifications for the
Project
During Plan
project shall include a note as
Proponent as
Check and
follows: During demolition and
verified by
Ongoing
construction, the contractor shall
the Building
During
install noise source reduction or noise
Official and
Construction
barriers and shall measure the
Building
effectiveness of said noise mitigation
Inspector
_to-documentthaLprojjecS construction
does not exceed the FTA threshold of
80 dB at nearby residential land uses.
Said noise mitigation shall include but
not be limited to the following:
a) Shall fit equipment at the
project site mufflers
providing at least 8 dB of
noise reduction, or
b) Shall construct temporary
enclosures or acoustical
tents that provide at least 8
dB of noise; and
c) Shall measure and
document the effectiveness
of the implemented noise
abatement measures
Resolution No. 2020-095
Page 18 of 20
TRIBAL CULTURAL RESOURCES
MM TRI-1
Prior to the issuance of any permits for
City Building
During Plan
initial site clearing (such as pavement
Official and
Check prior to
removal, grubbing, tree removals) or
City Planning
issuance of
issuance of permits allowing ground
Department
permits and
disturbing activities that cause
ongoing
excavation to depths greater than
during
artificial fill (including as boring,
construction
grading, excavation, drilling, potholing
or auguring, and trenching), the City of
Santa Ana shall ensure that the project
applicant/developer retain qualified
Native American Monitor(s). The
monitor(s) shall be approved by the
tribal representatives of the Gabrieleno
Band of Mission Indians - IUzh Nation
and be present on -site during initial site
clearing and construction that involves
ground disturbing activities that cause
excavation to depths greater than
artificial fill identified herein. The
monitor shall conduct a Native
American Indian Sensitivity Training
for construction personnel. The training
session includes a handout and focus on
how to identify Native American
resources encountered during
earthmoving activities and the
procedures followed if resources are
discovered. The Native American
monitor(s) shall complete monitoring
logs on a daily basis, providing
descriptions of the daily activities,
including construction activities,
locations, soil, and any cultural
materials identified. The on -site
monitoring shall end when grading and
excavation activities of native soil (i.e.,
previously undisturbed) are completed,
or when the tribal representatives and
monitor have indicated that the site has
a low potential for tribal cultural
resources, whichever occurs first.
MM TRI-2
In the event that tribal cultural resources
Official and
Check prior to
are inadvertently discovered during
City Planning
issuance of
ground disturbing activities, work must
Department
permits and
be halted within 50 feet of the find until
ongoing
it can be evaluated by a qualified
during
archaeologist in cooperation with a
construction
Native American monitor to determine
if the potential resource meets the
Resolution No. 2020-095
Page 19 of 20
CEQA definition of historical (State
CEQA Guidelines 15064.5(a)) and/or
unique resource (Public Resources
Code 21083.2(g)). Construction
activities could continue in other areas.
If the find is considered an
"archeological resource" the
archaeologist, in cooperation with a
Native American monitor shall pursue
either protection in place or recovery,
salvage and treatment of the deposits.
Recovery, salvage and treatment
protocols shall be developed in
accordance with applicable provisions
of Public Resource Code Section
21083.2 and State CEQA Guidelines
15064.5 and 15126.4. If unique a tribal
cultural resource cannot be preserved in
place or left in an undisturbed state,
recovery, salvage and treatment shall be
required at the Project applicant's
expense. All recovered and salvaged
resources shall be prepared to the point
of identification and permanent
preservation in an established accredited
professional repository.
Resolution No. 2020-095
Page 20 of 20