RDA RES 1996-016 RESOLUTION NO. - RDA 96-16
A RESOLUTION OF THE RANCHO PALOS VERDES
REDEVELOPMENT AGENCY CERTIFYING THE FINAL
ENVIRONMENTAL IMPACT REPORT FOR THE ABALONE COVE
SEWER PROJECT; ADOPTING THE MITIGATION MONITORING
PROGRAM AND ADOPTING THE STATEMENT OF FINDINGS AND
FACTS IN SUPPORT OF FINDINGS AS REQUIRED BY THE
CALIFORNIA ENVIRONMENTAL QUALITY ACT.
THE RANCHO PALOS VERDES REDEVELOPMENT AGENCY HEREBY FINDS,
ORDERS AND RESOLVES AS FOLLOWS :
Section 1 . The Rancho Palos Verdes Redevelopment
Agency (the "RDA") , has proposed the installation of a
sanitary sewer system in the Abalone Cove area of the City
of Rancho Palos Verdes ("the Project") as part of a program
of ground stabilization methods intended to mitigate
landslide hazards in the Abalone Cove area.
Section 2 . Various elements and cumulative
impacts of proposed ground stabilization methods were
previously studied in the Final Environmental Impact Report
for the Abalone Cove Landslide Stabilization Project (State
Clearinghouse No. 88092820) , which was certified by the
County of Los Angeles on December 4, 1990 ( "the 1990 EIR" ) .
While the environmental impacts of a sanitary sewer system
in the area were studied in the 1990 EIR, actual sewer line
alignments and project specifications were not in place at
the time the 1990 EIR was certified.
Section 3 . The 1990 EIR reached a conclusion that
a sanitary sewer system would have a positive effect on
efforts to stabilize the ground in the Abalone Cove area of
the City of Rancho Palos Verdes ( "the City") , and identified
a number of environmental consequences that could be
mitigated through future design-level and construction-level
measures to be imposed once the sewer system' s alignment and
design were in place .
Section 4 . Upon completion of a design and
proposed alignment for the Project, the RDA caused an
Initial Environmental Study to be prepared for the Project
by Impact Sciences, Inc . under contract to the RDA,
960708 R6874-00001 pjn 1201473 4
pursuant to Section 15063 of the State Guidelines for
implementation of the California Environmental Quality Act
("CEQA" ) . The Initial Study adopted the 1990 EIR by
reference, and indicated that the EIR for the Project would
supplement information contained in the 1990 EIR. The
Initial Study concluded that there was substantial evidence
that the Project might have a significant environmental
impact on several specifically identified resources and
governmental services . The Initial Study was distributed
for public review on February 17, 1995 for a thirty (3 0) day
public review period that ended on March 20, 1995 . Pursuant
to State CEQA Guidelines Sections 15064 and 15081, a
decision was made to prepare an Environmental Impact Report
( "EIR") for the Project .
Section 5 . On February 17, 1995, a Notice of
Preparation of Draft Environmental Impact Report ("DEIR" )
was prepared for the Project and sent to the State
Clearinghouse in the Office of Planning and Research for the
State of California and to other responsible, trustee, and/
or interested agencies and persons .
Section 6 . On June 22 , 1995, the DEIR was
completed. Pursuant to State CEQA Guidelines Section 15085,
the City prepared a Notice of Completion of the DEIR which
was filed by mail with the State Office of Planning and
Research on June 26, 1995 . A copy of the Notice of
Completion and of the mailing list to agencies and
interested individuals, is included in the Final
Environmental Impact Report ( "FEIR" ) . The DEIR was then
circulated to interested persons and agencies between June
22, 1995 and July 22 , 1995 for a 30-day comment period
pursuant to State CEQA Guidelines Section 15087 (c) . In
response to the circulation of the DEIR, the RDA received
eight (8) comment letters . The RDA prepared written
responses to those comment letters, incorporated the
comments and the RDA' s responses into the FEIR and returned
responses to commenting agencies more than ten (10) days
prior to the Certification of the FEIR.
Section 7,. The FEIR is comprised of the Initial
Study; the 1990 EIR; the Draft EIR dated June 22 , 1995,
including any revisions thereto; the Staff Reports which
were prepared for the RDA meetings of July 5, 1995, July 18,
960708 R6874-00001 pjn 1201473 4 2 Resol. NO. RDA 96-16
1995, and August 6, 1996; the relevant portions of the
Minutes of those meetings; the Statement of Findings and
Facts in Support of Findings, attached hereto as Exhibit
"A" ; the Mitigation Monitoring Program ("MMP" ) ; the list of
persons, organizations and public agencies which have
commented on the NOP, Initial Study and Draft EIR; the
comments which have been received regarding the Draft EIR
and the responses thereto; each of which is incorporated
herein and made a part hereof by this reference.
Section 8 . The RDA held a duly noticed public
hearing on the FEIR on August 6, 1996 at which time
evidence, both written and oral, was duly presented to and
considered by, the RDA Board. Notice of the time, place and
purpose of the hearing was provided in accordance with
applicable law.
Section 9 . The findings made in this Resolution are
based upon the information and evidence set forth in the
FEIR and upon other substantial evidence which has been
presented in the record of this proceeding. The documents,
staff reports, plans, specifications, and other materials
that constitute the record of proceedings of the RDA on
which this Resolution is based and the FEIR for the Project
are on file and available for public examination during
normal business hours in the Office of the City Clerk of the
City of Rancho Palos Verdes, 30940 Hawthorne Boulevard,
Rancho Palos Verdes, California 90275 . The custodian of
said records is the City Clerk of the City of Rancho Palos
Verdes .
Section 10 . The RDA finds that the public and
government agencies have been afforded ample notice and
opportunity to comment on the Initial Study, DEIR, and FEIR.
Section 11,. The RDA finds, pursuant to Public
Resources Code Section 15084 (e) , that the FEIR has been
independently analyzed by the RDA Board and its Staff, and
that the FEIR represents the independent judgment of the RDA
as lead agency with respect to the Project . The RDA further
finds that the additional information provided in the staff
reports accompanying the Project descriptions and EIR, the
corrections and modifications to the EIR made in response to
comments, and the evidence presented in written and oral
960708 R6874-00001 pjn 1201473 4 3 Resol. No. RDA 96-16
testimony presented at the above-referenced hearing does not
represent significant new information so as to require
recirculation of the EIR pursuant to Public Resources Code
Section 21092 . 1 .
Specifically, with reference to the most recent
minor modifications and corrections to the EIR regarding the
project description, the size of the pipelines to be
constructed in certain areas, the capacity of the sewer
system, and the growth-inducing impacts arising from the
sewer system, all of which were discussed in the staff
report prepared for the August 6, 1996 meeting of the RDA,
none of these revisions to the EIR constitute significant
new information or substantial changes to the project which
would require recirculation of the EIR, as revised, pursuant
to Section 21092 . 1 of the Public Resources Code. Instead,
the analysis set forth in the EIR was amended to amplify the
discussion of the growth inducing impact of the sewer
system, which results from the elimination of a development
constraint, and the number of homes that might be
constructed as a result of the installation of the sewer
system. The conclusion reached in the EIR that the sewer
system will have a growth inducing impact by removing a
development constraint has not been changed. Because this
information is a minor clarification to the prior analysis
and does not change the conclusion which was reached in the
EIR, recirculation of the EIR is not required by CEQA.
Section 12 . The RDA finds that the comments
regarding the DEIR and the responses to those comments have
been received by the RDA; that the RDA has received public
testimony regarding the adequacy of the DEIR; and that the
RDA Board of Directors, as the final decision-making body
for the lead agency, has reviewed and considered all such
documents and testimony prior to acting on the Project .
Pursuant to State CEQA Guidelines Section 15090, the RDA
therefore certifies that the FEIR has been completed in
compliance with CEQA.
Section 13 . Based upon the Initial Study, the
DEIR, the FEIR, public and agency comments and the record
before the RDA Board of Directors, the RDA finds that the
Project will pot cause significant environmental impacts in
the areas of Soil Resources, Water Resources and Drainage,
960708 R6874-00001 pjn 1201473 4 4
Plant Life, Animal Life, Light and Glare, Land Use, Natural
III Resources, Risk of Upset, Housing, Public Services, Energy,
Utilities, Human Health, and Recreation. Explanations for
why the foregoing impacts were found to be insignificant are
contained in the Initial Study in Appendix A of the Draft
EIR, and in Pages 7 . 0 through 7 .5, inclusive, of the FEIR.
Section 14 . The Initial Study identified some of
the Project ' s effects as "potentially significant . "
However, based upon the analysis presented in the DEIR and
the FEIR, and upon public and agency comments and the record
before the RDA Board of Directors, the RDA finds that the
Project will pot cause significant environmental impacts in
the following areas identified in the Initial Study:
a. Air Quality. The proposed project will not emit sewer
gas directly to the atmosphere and will not, therefore,
result in the creation of objectionable odors . Further
explanation for this determination may be found in
Section 6 . 1 of the FEIR, which is incorporated herein
by this reference.
III b. Noise. The proposed project will not result in the
exposure of people to severe noise levels . The
proposed sewer system will not include mechanisms that
will generate significant noise on an infrequent or
regular basis . The proposed grinder pumps are the only
elements of the system that generate noise . The pumps
do not generate high noise levels and will be located
underground, thus mitigating any noise impacts at
nearby homes . Further explanation for this
determination may be found in Section 6 . 2 of the FEIR,
which is incorporated herein by this reference .
c. Transportation/Circulation. The proposed project will
not generate substantial additional vehicular movement .
Once construction is finished, the sewer system will
I/ generate only infrequent traffic by maintenance crews,
and will involve no ongoing traffic generation.
Further explanation for this determination may be found
in Section 6 .3 of the FEIR, which is incorporated
herein by this reference .
960708 R6874-00001 pjn 1201473 4 - 5 - Re so l. No. RDA 96-16
d. Cumulative Impacts . The proposed project will not
result in impacts which are individually limited but
III
cumulatively considerable . Further explanation for
this determination may be found in Section 10 . 0 of the
FEIR, which is incorporated herein by this reference.
Section 15 . Based upon the Initial Study, the
DEIR and FEIR, public comments and the record before the RDA
Board of Directors, the RDA finds that the Project may
create significant impacts in the areas of air quality,
noise, traffic and circulation, aesthetics, cultural
resources . The FEIR identifies feasible mitigation measures
for each impact that will reduce each impact to a level of
insignificance. Said mitigation measures may be found in
Section 2 . 0 of the FEIR, and in each applicable Section of
the FEIR. In accordance with the requirements of Public
Resources Code Section 21081 . 6, a Mitigation Monitoring
Program has been developed for the Project . The Mitigation
Monitoring Program as set forth in Exhibit "B" to this
Resolution is hereby adopted and approved by the RDA and is
hereby incorporated herein by this reference and is a
condition of the approval of the Project . RDA Staff are
hereby directed to implement the Mitigation Monitoring
III
Program as set forth therein.
Section 16 . In response to each potentially
significant impact identified in the FEIR, and listed in
Section 15 of this Resolution, changes or alterations are
hereby required to be made, or incorporated into, the
Project which will avoid or substantially lessen the
significant environmental impacts which have been
identified. These changes or alterations to the Project,
constitute the mitigation measures listed in the Final EIR.
As to each impact previously identified as significant,
brief explanations of the rationale for this finding and the
findings contained in Section 15 of this Resolution are set
forth in the "Statement of Findings and Facts in Support of
Findings, " which is attached hereto as Exhibit "A" .
Section 17 . The FEIR describes, and the RDA has
fully considered, a reasonable range of alternatives to the
Project which might fulfill the basic objectives of the
Project . These alternatives include the "No Project"
III
alternative, the "Alternative to a Sanitary Sewer System"
960708 R6874-00001 pjn 1201473 4 6
alternative, the "Alternate Project Location" alternative,
the "Gravity Sewer System" alternative, the "Septic Tank
Effluent Pump System (STEP) " alternative, and the "Small
Diameter Gravity Sewers" alternative. The alternatives
identified in the EIR either would not sufficiently achieve
I/ the basic objectives of the Project or would do so only with
unacceptable adverse environmental impacts . Accordingly,
and for any one of the reasons set forth herein, in the
FEIR, or in the "Statement of Findings and Facts in Support
of Findings" attached hereto as Exhibit "A, " the RDA finds
that specific economic, social, or other considerations make
infeasible each of the Project alternatives, including the
"No Project" alternative, identified in the FEIR and each is
hereby rejected. The RDA further finds that a good faith
effort was made to incorporate alternatives into the
preparation of the FEIR, and that all reasonable
alternatives were considered in the review process of the
FEIR and the ultimate decision on the project .
Section 18 . The RDA hereby makes the findings
contained in the "Statement of Findings and Facts in Support
of Findings" attached hereto as Exhibit "A" with respect to
each of the significant impacts defined in the FEIR and the
alternatives analysis . Further, the RDA hereby finds that
each fact in support of finding is true and is based upon
substantial evidence in the record, including the FEIR.
Section 19 . Upon approval of this Resolution, the
RDA Secretary is hereby directed to file a Notice of
Determination with the County Recorder' s Office, County of
Los Angeles, and the California State Clearinghouse pursuant
to Section 21152 of the Public Resources Code.
I/
7
960708 R6874-00001 pjn 1201473 4 Resol. No. RDA 96-16
PASSED, APPROVED, AND ADOPTED this 6th day of August,
1996 .
L-77 , I __L ' A _i
CHAI PERS' '
ATTEST:
I , / i , //
AG! CY SECRETARY
f
STATE OF CALIFORNIA }
COUNTY OF LOS ANGELES } SS
CITY OF RANCHO PALOS VERDES }
I, Jo Purcell, Agency Secretary of the Rancho Palos Verdes
Redevelopment Agency hereby certify that the above Resolution
No. RDA 96-16 was duly and regularly passed and adopted by the
Rancho Palos Verdes Redevelopment Agency at the meeting held
on August 6, 1996 .
Q
AGENC90
SECRETARY
I/
960708 R6874-00001 pjn 1201473 4 - 8 - Resol. NO. RDA 96-16
EXHIBIT "A"
IIIFINDINGS AND FACTS IN SUPPORT OF FINDINGS
This section provides a summary of the findings
and facts in support of findings for the significant
environmental effects of the Project . The summary
identifies those impacts found to be adverse but not
significant, and those potentially significant impacts
mitigated to a level of insignificance. For a discussion of
those effects determined in the Initial Study to be
insignificant, please see Section 7 . 0 of the FEIR and
Appendix A of the DEIR.
I. Adverse Impacts Mitigated to a Level of Insignificance
Several project impacts were determined to be
adverse, but not significant, effects for which mitigation
measures have been identified that would reduce such effects
IIto a level of insignificance. These are listed below.
A. INITIAL STUDY
Soil Resources
ADVERSE EFFECT
• Project trenching operations would temporarily expose
soils to the effects of wind and water, which could lead to
erosion of soils within the construction area limits .
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
III
960708 R6874-00001 pjn 1201473 4 - 9 - Resol. No. RDA 96-16
FACTS IN SUPPORT OF FINDING
The significant effect has been lessened to a
level of insignificance by virtue of the following
mitigation measure identified in the EIR and MMP and
incorporated into the project . Inclusion of erosion control
measures in the contract specifications will ensure that
such measures are included in the construction management
program. Revegetation and sand bagging are two examples of
methods that will either stabilize or contain the movement
of loose soils, to ensure that erosion of soils does not
occur or is minimized.
1 . Temporary erosion control measures such as
the immediate revegetation of disturbed areas
and sand bagging shall be included in the
construction contract in order to minimize
erosion and sedimentation during construction
activities .
Plant Life
ADVERSE EFFECT
• Replacement of existing vegetation that is removed
during construction could include use of species which are
invasive or otherwise competitive with or injurious to
nearby vegetation. This is not considered significant from a
biological perspective, since none of the plant species
found within the project limits are rare, threatened or
endangered.
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
960708 R6874-00001 pjn 1201473 4 - 10
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the Final EIR and MMP and incorporated into
the project . Use of plant species in the revegetation
program that are biologically compatible with adjacent
plants will ensure that replacement plants do not injure or
threaten the survival of the adjacent plants .
1 . Vegetation disturbed or removed due to
construction activities shall be replaced
with like kind, or some other species which
closely resembles what was removed and which
is complimentary to adjacent vegetation.
Animal Life
ADVERSE EFFECT
• Construction noise could disturb the breeding
activities of the threatened California gnatcatcher and the
rare coastal cactus wren in known habitat areas located
outside of the project limits . This impact could be adverse,
but, due to the distance between known habitat and the
nearest limits of construction, would not be significant .
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the Final EIR and MMP and incorporated into
the project . Project phasing, based on surveys to determine
Exhibit A
960708 R6874-00001 pjn 1201473 4 - 11 - Resol. NO. RDA 96-16
presence or absence of cactus wrens or California
gnatcatchers near active construction areas, would enable
avoidance of noisy construction close enough to disturb
nesting birds . Construction work will not occur in the
vicinity of nesting birds in the nesting season.
1 . Construction activities shall be scheduled to
avoid the nesting season (March through July)
or phased to avoid construction, near known
nesting birds . Phasing shall involve periodic
surveys for nesting birds in the project
vicinity prior to and during construction,
with the subsequent location of construction
to avoid impacts proximal to the birds .
Transportation/Circulation
ADVERSE EFFECT
• Construction traffic could require temporary closure of
a travel lane at certain times and in different places
within the project area.
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the EIR and MMP and incorporated into the
project . This measure would provide a mechanism by which
traffic flow can be accomplished in both directions of all
streets affected by construction, as needed.
III
960708 R6874-00001 pjn 1201473 4 - 12 -
1 . Two-way traffic on those streets at which
III construction activities are taking place
shall be maintained by the use of flagmen or
other acceptable traffic control methods and
all lanes shall be re-opened at the end of
each working day.
Utilities-Storm Drains
ADVERSE EFFECT
• During the short-term period of construction, project
trenching operations could temporarily disrupt local storm
drainage facilities, either by direct excavation through a
drainage way or if construction debris is allowed to block a
drainage facility.
FINDING
III 1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the Final EIR and MMP and incorporated into
the project . Incorporation of storm drainage maintenance
responsibilities into the contract specifications will
provide an effective mechanism to ensure that local storm
drainage facilities are kept functional during the
I/ construction program.
1 . The construction contract shall include
provisions for the use of water pumps and
III Best Management Practices, such as keeping
curbside drainage free of construction debris
Exhibit A
960708 R6874-00001 pjn 1201473 4 13 Resol. NO. RDA 96-16
or stockpiled soil, during periods of
rainfall . The contract shall include a
provision stating that the contractor shall
comply with all applicable provisions of the
National Pollutant Discharge Elimination
System permit program.
Utilities-Solid Waste Disposal
ADVERSE EFFECT
• A variety of construction wastes will be generated
during the short-term construction program, that would
require collection and proper disposal at a landfill or
materials recovery facility. This will increase the number
of trash truck trips into the project area that could
generate noise during early mornings, unless restricted to
other times .
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the Final EIR and MMP and incorporated into
the project .
1 . The contractor shall provide trash bins for
I/
articles disposed of during the construction
process, and trash trucks shall be restricted
to mid-day pick-up.
III
960708 R6874-00001 pjn 1201473 4 - 14 -
B. DRAFT EIR
Air Quality
ADVERSE EFFECT
I/ • There is a potential for formation of methane gas or
hydrogen sulfide within the sewer lines, if stagnate,
anaerobic conditions are allowed to occur. This could lead
to concentrations of such gases that would exceed the
standards set by the County Sanitation Districts of Los
Angeles County (Districts) , which could contribute to
corrosion of pipelines and formation of sewer gas, if not
properly controlled. This impact is not expected to occur,
because the proposed project does not include the use of
holding tanks as part of normal operations which could allow
for stagnant, anaerobic conditions, and because sewage
effluent will be immediately processed by the grinder pumps
and then conveyed, under pressure, through the collector
system, also preventing the occurrence of stagnant
conditions .
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDINGS
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the Final EIR and MMP and incorporated into
I/ the project . This measure would provide a monitoring and
action mechanism by which to detect concentrations of
hydrogen sulfide in the sewer system and to take corrective
action, if needed, to reduce such concentrations to
acceptable levels .
Exhibit A
960708 R6874-00001 pjn 1201473 4
15 - Resol. NO. RDA 96-16
1 . The sewer system shall be designed and
constructed to satisfy all standards of the
III
Los Angeles County Sanitation Districts . The
completed sewer system shall be tested on an
annual basis to ensure that the sulfide level
contained in the effluent does not exceed
0 . 10 milligrams per liter. If an exceedance
of this standard is identified, the Rancho
Palos Verdes Redevelopment Agency shall
formulate a plan to minimize the sulfide
concentration and meet the sulfide standard
set by the Districts . Any such plan shall be
submitted to the Districts for review and
approval prior to implementation of the
sulfide control system.
Noise
ADVERSE EFFECT
• Construction activities would temporarily increase
local noise levels, resulting in a nuisance effect at
two-to-four residences per work day.
IIII
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation
measures identified in the Final EIR and MMP and
I/
incorporated into the project . These measures will control
construction activities in a manner that would minimize the
amount and duration of construction noise, and also limit
the number of persons that would be exposed to construction
III
noise.
960708 R6874-00001 pjn 1201473 4 - 16 -
III 1 . Contract specifications shall include
provisions for the fitting of a muffler or
other sound reduction equipment in good
working order on all construction equipment .
I/ 2 . Construction activities shall be limited to
weekdays, between the hours of 7 : 00 AM and
7 : 00 PM. Vehicles and equipment shall not be
started before 7 : 00 AM.
3 . The construction staging area (s) shall be
located at a minimum distance of 300 feet
from the nearest residential uses, and shall
be so located as to minimize the amount of
travel along local roadways which the
equipment must use to reach the active
construction area.
Risk of Upset (Emergency Access)
III ADVERSE EFFECT
• Construction activities could temporarily require a
lane closure and may require temporary closure of one or
more driveways, thus impeding access by emergency vehicles
and crews . Unrestricted work crew parking could further
constrain access and circulation along affected streets .
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
I/ in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
III insignificance by virtue of the following mitigation
measures identified in the EIR and MMP and incorporated into
Exhibit A
960708 R6874-00001 pjn 1201473 4 17 Resol. No. RDA 96-16
•
the project . These measures will ensure that access by
emergency services vehicles and crews to private residences
or other places affected by construction activities will be
provided, when needed.
1 . Contract specifications shall require that at
least one travel lane shall be open at all
I/
times on those streets where construction
activities are taking place. Two-way traffic
flow shall be restored to all affected
streets at the end of each working day.
2 . Contract specifications shall include
provisions to prohibit the parking of
vehicles along the private roadways and along
Palos Verdes Drive South. Crew parking shall
be limited to the designated construction
staging areas, as approved by the City of
Rancho Palos Verdes .
3 . Contract specifications shall include
provisions to ensure that safe vehicular
access is maintained to individual residences
at all times .
Transportation/Circulation
ADVERSE EFFECT
• During construction, temporary closure of a travel lane
or one or more private driveways may be required, and
unrestricted work crew parking could further constrain
access and circulation along affected streets .
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
I/
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
960708 R6874-00001 pjn 1201473 4 18
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation
I/ measures identified in the Final EIR and MMP and
incorporated into the project .
These measures will ensure that access by local
residents, delivery services, emergency services, visitors,
etc. to private residences or other places affected by
construction activities will be maintained throughout the
construction process .
1 . Contract specifications shall require that at
least one travel lane is open at all times on
those streets where construction activities
are taking place. Two-way traffic flow shall
be restored to all affected streets at the
end of each working day.
2 . Contract specifications shall include
provisions to prohibit the parking of
vehicles along the private roadways and along
Palos Verdes Drive South. Crew parking shall
be limited to the designated construction
staging areas, as approved by the City of
Rancho Palos Verdes .
3 . Contract specifications shall include
provisions to ensure that safe vehicular
access is maintained to individual residences
at all times .
Aesthetics
I/ ADVERSE EFFECT
• During the short-term period of construction, storage
of construction materials and construction activities would
contrast negatively with the surrounding low-density
residential and open space environment . Some existing trees
and other ornamental vegetation would be removed during
Exhibit A
960708 R6874-00001 pjn 1201473 4 19 Resol. No. RDA 96-16
installation of sewer lines . Several above-ground sewer
system facilities would be visible, over the long-term,
however, these would not contrast significantly with the
existing community image, which includes other visible
utility facilities and would not obstruct any scenic views .
FINDING
I/
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation
measures identified in the Final EIR and MMP and
incorporated into the project . These measures will
compensate for the loss of existing ornamental vegetation
and minimize the visibility of above-ground facilities, thus
reducing the project ' s visual impact to a level of
insignificance.
1 . Where feasible, the contractor shall locate
above ground facilities to take advantage of
existing vegetation to screen the facilities
from public view.
2 . The contractor shall replace with like kind
all vegetation removed during installation of
the sewer mains, laterals, and appurtenant
facilities . The replacement vegetation shall
be of sufficient quantity or type to provide
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screening of the above ground sewer lines and
appurtenant facilities, to the maximum
feasible extent .
3 . Vegetative screening shall be provided around
all above ground air/vacuum valve enclosures .
960708 R6874-00001 pjn 1201473 4 - 20 -
Potentially Significant Impacts Mitigated
to a Level of Insignificance
The EIR evaluation determined that the project
could result in significant environmental effects, with
I/ respect to two areas, identified below. In both cases,
mitigation measures were identified that will reduce such
effects to a level of insignificance.
Air Quality
SIGNIFICANT EFFECT
• Short-term, construction-generated particulates would
exceed the daily threshold established by the South Coast
Air Quality Management District (SCAQMD) , by approximately
11 . 7 pounds per day.
FINDING
1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation
measures identified in the Final EIR and MMP and
incorporated into the project .
These measures would ensure that construction
I/ operations include a variety of controls to reduce the
amount of particulates that would be generated as a result
of fugitive dust and exhaust from construction vehicles and
equipment, to below the SCAQMD' s threshold of significance.
Exhibit A
960708 R6874-00001 pjn 1201473 4 - 21 - Resol. No. RDA 96-16
1 . Contract specifications shall include
provisions for the development and
implementation of a dust control plan. The
specific measures which will constitute the
plan are identified below. The plan shall be
reviewed and approved by the City of Rancho
Palos Verdes . The estimated reduction in
particulate matter is identified for each
measure. The combined effect of these
measures will reduce total particulate matter
emissions to approximately 123 pounds per
day, 27 pounds per day below the AQMD
threshold.
• Apply approved non-toxic chemical soil stabilizers
according to manufacturer' s specification to all inactive
construction areas (previously graded areas inactive for
four days or more) . Reduction in PM 10: 30%
• Replace ground cover in disturbed areas as quickly as
possible. Reduction in PM 10: 15%
• Enclose, cover, or apply approved soil binders to
exposed piles (i .e . , gravel, sand, dirt) according to
manufacturers ' specifications . Reduction in PM10: 30%
• Water active grading sites at least twice daily. The
application of water shall occur under the direction of the
City of Rancho Palos Verdes and/or Dr. Perry Ehlig,
consulting geologist to the City. Reduction in PM10: 34%
• Suspend all excavating operations when wind speeds
(such as instantaneous gusts) exceed 25 mph. Reduction in
PM10: Unknown
• All trucks hauling dirt, sand, soil, or other loose
materials are to be covered or should maintain at least two
feet of freeboard (i .e. , minimum vertical distance between
top of the load and the top of the trailer) , in accordance
I/
with Section 23114 of the California Vehicle Code . Reduction
in PM10 : 7%
960708 R6874-00001 pjn 1201473 4 22
• Sweep streets at the end of the day if visible soil
material is carried over to adjacent roads . Reduction in
PM10: 25%
• Install wheel washers where vehicles enter and exit
unpaved roads onto paved roads, or wash off trucks and any
equipment leaving the site each trip. Wheel washing shall
occur under the direction of the City of Rancho Palos Verdes
and/or Dr. Perry Ehlig, consulting geologist to the City.
Reduction in PM10: 40%
• Apply water three times daily or chemical soil
stabilizers according to manufacturers ' specifications to
all unpaved parking or staging areas or unpaved road
surfaces . The application of water shall occur under the
direction of the City of Rancho Palos Verdes and/or Dr.
Perry Ehlig, consulting geologist to the City. Reduction in
PM10: 45%
• Enforce traffic speed limits of 15 mph or less on all
unpaved roads . Reduction in PM10: 40%
Cultural Resources
SIGNIFICANT EFFECT
• The project area is known to be of high sensitivity for
cultural resources . Although no known resources have been
identified within the proposed sewer line alignments,
previously undiscovered resources may exist in certain
areas, and could be damaged or destroyed during project
trenching and backfilling operations .
FINDING
I/ 1 . Changes or alterations have been required in,
or incorporated into, the project which
mitigate or avoid the significant
environmental effects thereof as identified
in the EIR.
Exhibit A
960708 R6874-00001 pjn 1201473 4 23 Re s o l. No. RDA 96-16
FACTS IN SUPPORT OF FINDING
The adverse effect has been lessened to a level of
insignificance by virtue of the following mitigation measure
identified in the Final EIR and MMP and incorporated into
the project . This measure will ensure that a properly
qualified monitor is present to observe construction in the
areas of highest sensitivity for cultural resources, to
enable identification of cultural resources that may be
discovered, and to temporarily modify construction
activities in order to appropriately recover and document
such findings .
1 . An archaeological monitor shall be present
during trenching or grading activities that
occur in the vicinity of Wayfarers Chapel and
Palos Verdes Drive South, and along that
portion of the sewer network to be located in
the vicinity of the Portuguese Bend Riding
Club, along Sweet Bay Road and along the
northern portion of Narcissa Drive. The
specific limits of the areas to be monitored
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shall be determined by the monitor, at the
time of construction.
PROJECT ALTERNATIVES
INTRODUCTION
State CEQA guidelines Section 15126 (d) requires
that an EIR "describe a range of reasonable alternatives to
the project, or to the location of the project, which would
feasibly attain most of the basic objectives of the project
but would avoid or substantially lessen any of the
significant effects of the project, and evaluate the
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comparative merits of the alternatives . " As stated in
Section 15126 (d) (5) , " [t] he range of alternatives required
in an EIR is governed by a ' rule of reason' that requires
the EIR to set forth only those alternatives necessary to
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permit a reasoned choice. " This section provides findings
960708 R6874-00001 pjn 1201473 4 - 24 -
and facts in support of findings for the rejection of
alternatives to the project, which are evaluated in Section
8 . 0 of the EIR.
PROJECT OBJECTIVES
Objectives established for this project by the
Rancho Palos Verdes Redevelopment Agency (RDA) include the
following:
1 . To prevent further infiltration of household
wastewater leachate into the Abalone Cove
Landslide groundmass .
2 . To lower the groundwater level in the slide
area, to help stabilize this land mass and
reduce the potential for slide movement and
damage to properties and improvements .
3 . To construct the most cost-effective and
environmentally sensitive sanitary sewer
system feasible, within the limitations of
time and funding.
ALTERNATIVES
Pursuant to the CEQA Guidelines, Section 8 . 0 of
the EIR evaluated a number of alternatives to the proposed
project . This evaluation begins with a consideration of
whether other types of projects or other project locations
would be feasible. It then discusses and compares five
alternative sanitary sewer systems, which were developed
during the pre-design phase of this project, by the project
I/ engineers . Finally, a "No-Project" scenario is discussed, as
required by Section 15126 (d) (4) of the CEQA Guidelines . The
alternatives evaluated in the EIR are described below, along
with the findings and facts in support of findings that
provide the rationale for the rejection of each alternative .
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Exhibit A
960708 R6874-00001 pjn 1201473 4 25 Re so l. NO. RDA 96-16
Alternative 1- Alternative to a Sanitary Sewer System
A. Description of Alternative
Under this alternative, some method, other than
installation of a sanitary sewer system, would be developed
to replace the existing private septic tanks that are used
to dispose of household wastewater in the project area.
B. Findings
1 . Specific economic, legal, social,
technological, or other considerations make
infeasible the mitigation measures or
alternatives identified in the Final EIR.
2 . This alternative would not meet all of the
RDA' s objectives for the project .
C. Facts in Support of Findings
The following facts are supportive of the
findings .
1 . No other technology for collection and
disposal of household waste water has been
identified which would feasibly eliminate the
existing use of private septic tanks in the
project area.
2 . This alternative would not implement the
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project objective to develop the most cost -
effective and environmentally sensitive
sanitary system that is feasible for the
project area.
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960708 R6874-00001 pjn 1201473 4 26
•
Alternative 2--Alternative Project Location
A. Description of Alternative
Under this alternative, a sanitary sewer system
would be installed in another part of Rancho Palos Verdes
that is presently utilizing private septic tanks for
disposal of household wastewater.
B. Findings
1 . This alternative would not meet all of the
RDA' s objectives for the project .
C. Facts in Support of Findings
1 . Installation of a sanitary sewer system in
another portion of Rancho Palos Verdes that
is presently utilizing private septic tanks
would not address this projects ' objective of
eliminating the infiltration of wastewater
leachate into the local ground water table,
would not reduce groundwater levels within
the project area and would thus not improve
land stability within the Abalone Cove
landslide area.
Alternative 3--Gravity Sewer
A. Description of Alternative
Under this alternative, a more "common" type of
sanitary sewer system would be constructed. Sewage from
individual residences would be discharged via a gravity
house connection to the collector sewer, which is normally
located in the adjacent street or a nearby easement . The
sewer must be deep enough to permit gravity flow from the
house connection. The sewer must be constructed on a slope
to allow gravity to convey the sewage to its discharge
Exhibit A
960708 R6874-00001 pjn 1201473 4 27 Re so l. No. RDA 96-16
point, normally a treatment facility or a pump station. The
pipes in a gravity system are sized to provide sufficient
carrying capacity on a slope that will produce a flow
velocity in the pipe that prevents the deposition of solid
material in the sewage lines . Gravity systems are often
supplemented by pump stations in those cases where the sewer
would otherwise become excessively deep, or when an
obstruction is met that makes a gravity system infeasible .
B. Findings
1 . Specific economic, legal, social,
technological, or other considerations make
infeasible the mitigation measures or
alternatives identified in the Final EIR.
2 . This alternative would not meet all of the
RDA' s objectives for the project .
C. Facts in Support of Findings
1 . In many cases, the sewers must be constructed
at substantially greater depths than required
for a grinder pressure sewer system, in order
to maintain gravity flow. Such deep trenching
results in high construction costs and more
extensive construction impacts, such as
greater potential for injury, a longer
construction period and increased noise, air
emissions and traffic disruption. It would
also result in greater removals of pepper
trees and other existing vegetation, thus
increasing the project ' s visual impact, as
well as costs of restoration of such
vegetation after construction.
2 . Leaks and/or breaks in the proposed grinder
pump/pressure system are much easier to
detect than in a gravity system because the
pressure lines can be placed closer to the
ground surface. Gravity systems tend to have
960708 R6874-00001 pjn 1201473 4 28
joint problems with tree roots and shifting
of soils, which may in turn lead to leakage
of wastewater into the slide plane . To
minimize the possibility of leakage, pipes
would have to be televised on a regular basis
to determine if there are joint problems,
thereby increasing the cost of maintenance .
Alternative 4 Septic Tank Effluent Pump System (STEP)
A. Description of Alternative
A STEP is a low-pressure sewer system which
transports pumped septic tank effluent to a collection sewer
network. This is similar to the proposed grinder pump
system, except for its use of the septic tank and the type
of pump employed. In a STEP, the septic tank serves as a
treatment unit and as a holding tank for the pump. The pump
is usually a centrifugal type without a grinder unit . Since
the septic tank removes grit and heavy solids prior to
pumping, a grinder feature is not necessary.
B. Findings
1 . Specific economic, legal, social,
technological, or other considerations make
infeasible the mitigation measures or
alternatives identified in the Final EIR.
2 . This alternative would not meet all of the
RDA' s objectives for the project .
I/ C. Facts in Support of Findings
1 . The STEP system requires the continued use of
the existing septic tanks systems, which
requires continued maintenance and periodic
cleaning by the homeowner, in addition to the
Exhibit A
960708 R6874-00001 pjn 1201473 4 - 29 - Re sol. No. RDA 96-16
costs of maintaining the collector sewer
system.
2 . STEP systems often have problems related to
odors and corrosion that are inherent with
septic tank-based systems . To be effective,
all of the existing septic tanks would have
to be structurally sound, without leaks, and
with the component parts (i .e. baffles and
pipes, etc . ) still intact . Given that the
septic tanks in the project area have been
installed at various times since the early
1950 ' s and none within the last several
years, it is considered unlikely that all of
the existing septic tanks are, in fact,
structurally sound, and it is likely that a
number of them would require replacing, at
additional cost . The proposed project, on the
other hand, would not require replacement of
existing septic tanks, which would only be
used for temporary storage, as a "back-up"
option in the event of a temporary disruption
of the sewer system due to a power outage or
other interruption.
Alternative 5--Small Diameter Gravity Sewers
A. Description of Alternative
Small diameter gravity sewer systems rely on small
diameter pipes to carry septic tank effluent by gravity.
Clean-outs are typically used in-lieu of manholes . Since
manholes are not present, the sewer profile can follow the
natural ground profile without hindering hydraulic flow,
provided the upper end of the sewer is sufficiently
elevated. This enables construction of shallower trenches
than are dug for conventional sewers, reducing installation
costs and the magnitude of ground disturbance . Septic tanks
are required at each connection to remove grease, grit and
other heavy solids to reduce pipe plugging problems . With
the heavy solids removed, the need to maintain scouring
velocities is minimized, compared to conventional gravity
sewers .
960708 R6874-00001 pjn 1201473 4 - 30 -
B. Findings
1 . Specific economic, legal, social,
technological, or other considerations make
infeasible the mitigation measures or
alternatives identified in the Final EIR.
2 . This alternative would not meet all of the
RDA' s objectives for the project .
C. Facts in Support of Findings
1 . Septic tanks would be required, requiring
ongoing maintenance and periodic cleaning by
the homeowners, in addition to the costs of
maintaining the collector sewers .
2 . Areas where topography prevents the use of
small diameter gravity pipes could not be
served by this system. This would result in
gaps in the sanitary sewer system, where
continued use of the private septic
tank/leach field system would be necessary,
and the RDA' s objective of eliminating the
infiltration of household wastewater into the
local groundwater table would not be met in
those areas .
3 . In those sections of the sewer that are
pressurized by gravity, house connections
would not be feasible . This would result in
gaps in the sanitary sewer system, where
continued use of the private septic
tank/leach field system would be necessary,
and the RDA' s objective of eliminating the
infiltration of household wastewater into the
local ground water table would not be met in
those areas .
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Exhibit A
960708 R6874-00001 pjn 1201473 4 31 Resol. No. 96-16
Alternative 6--No Project
A. Description of Alternative
Under this alternative, no sanitary sewer system
would be developed to replace the existing private septic
tank and leach line systems within the project area.
B. Findings
1 . This alternative would not meet all of the
RDA' s objectives for the project .
C. Facts in Support of Findings
1 . This alternative would not meet all of the
RDA' s objectives for the project in that it
would not accomplish the following: (a)
prevent further infiltration of household
wastewater leachate into the Abalone Cove
landslide groundmass; (b) lower the ground
water level in the slide area; and (c)
construct the most cost-effective
environmentally sensitive sanitary sewer
system feasible in the project area.
2 . While this alternative would avoid all of the
construction-related impacts of the proposed
project, none of the project ' s impacts are
considered unavoidable and all adverse or
potentially significant impacts of the
project can be mitigated to a level of
insignificance.
3 . This alternative would result in continued
infiltration of household wastewater leachate
into the local groundmass, thus contributing
to ground water levels that could contribute
to additional movement of the Abalone Cove
Landslide . This alternative would, therefore,
have a greater impact than the proposed
project with respect to geology and
groundwater hydrology.
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Exhibit A
960708 R6874-00001 pjn 1201473 4 32 Re so l. NO. RDA 96-16