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HomeMy WebLinkAbout2022-76 - Adopting Addendum No. 2 to the Lido House Hotel Certified Environmental Impact Report (PA2020-068)RESOLUTION NO. 2022-76
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF NEWPORT BEACH, CALIFORNIA, ADOPTING
ADDENDUM NO. 2 TO THE LIDO HOUSE HOTEL
CERTIFIED ENVIRONMENTAL IMPACT REPORT
(PA2020-068)
WHEREAS, Section 200 of the City of Newport Beach ("City") Charter vests the
City Council with the authority to make and enforce all laws, rules, and regulations with
respect to municipal affairs subject only to the restrictions and limitations contained in the
Charter and the State Constitution, and the power to exercise, or act pursuant to any and
all rights, powers, and privileges, or procedures granted or prescribed by any law of the
State of California;
WHEREAS, on September 9, 2014, the City Council of the City of Newport Beach
("City Council") previously approved General Plan Amendment No. GP2012-002, Coastal
Land Use Plan Amendment No. LC2012-001, Zoning Code Amendment No. CA2012-
003, Major Site Development Review No. SD2014-001, Conditional Use Permit No.
UP2014-004, and Traffic Study No. TS2014-005 authorizing a 130-room hotel called the
Lido House Hotel at the former City Hall site ("Lido House Hotel") located at 3300 Newport
Boulevard and 475 32nd Street ("Property");
WHEREAS, in conjunction with the approval of the Lido House Hotel, the City
Council considered the Lido House Hotel Final Environmental Impact Report No.
ER2014-003 (SCH No. 2013111022) ("EIR");
WHEREAS, on September 9, 2014, the City Council certified the adequacy and
completeness of the EIR pursuant to Resolution No 2014-80;
WHEREAS, the City prepared Addendum No. 1 to the EIR, consistent with the
requirements of CEQA to allow for an increase to the floor area of the Lido House Hotel;
WHEREAS, on July 26, 2016, the City Council adopted Addendum No. 1 pursuant
to Resolution No. 2016-88;
WHEREAS, an application was filed by R.D. Olson Development ("Applicant")
with respect to property located at 3300 Newport Boulevard and 475 32nd Street as legally
described in Exhibit "A," which is attached hereto and incorporated herein by this
reference ("Property");
Resolution No. 2022-76
Page 2 of 8
WHEREAS, the Applicant proposes a 15,103 square -foot expansion of the Lido
House Hotel to add five cottages, 28 private valet parking spaces, 14 public parking
spaces, a greenhouse, a walkway, breakout rooms, a rooftop enclosure, and landscaping
and fencing improvements along the perimeter of the Property ("Project");
WHEREAS, the Project requires the following approvals from the City:
• General Plan Amendment ("GPA") —To amend Anomaly No. 85 to increase the
development limit to 118,573 gross square feet;
• Local Coastal Program Amendment ("LCPA") — To increase the development
limit to 118,573 gross square feet within both the Coastal Land Use Plan and
Title 21 (Local Coastal Program Implementation Plan) of the Newport Beach
Municipal Code ("NBMC");
• Zoning Code Amendment ("ZCA") — To increase the development limit to
118,573 gross square feet;
• Major Site Development Review Amendments ("SDR")— To ensure the
changes to the Property are developed in accordance with applicable
development standards;
• Conditional Use Permit Amendments ("CUP") — To allow the operational
changes that result from the changed site plan and floorplan and the sale of
alcohol; and
• Addendum No. 2 to the Certified Final Environmental Impact Report for the Lido
House Hotel — The addendum addresses reasonably foreseeable
environmental impacts resulting from the Project;
WHEREAS, the Property is categorized Visitor Serving Commercial — Lido Village
(CV-LV) and Anomaly No. 85 by the City of Newport Beach General Plan ("General Plan")
and located within with the Commercial Visitor -Serving —Lido Village (CV-LV) Zoning
District;
Resolution No. 2022-76
Page 3 of 8
WHEREAS, the Planning Commission held a duly noticed public hearing on July
21, 2022, in the City Council Chambers located at 100 Civic Center Drive, Newport Beach,
California. A notice of time, place and purpose of the hearing was given in accordance
with California Government Code Section 54950 et seq. ("Ralph M. Brown Act") and
Chapters 20.62 and 21.62 (Public Hearings) of the Newport Beach Municipal Code
("NBMC"). Evidence, both written and oral, was presented to, and considered by, the
Planning Commission at this hearing;
WHEREAS, at the conclusion of the public hearing, the Planning Commission
voted unanimously (7 ayes — 0 nays) to adopt Planning Commission Resolution No.
PC2020-020 recommending approval of the Project including Addendum No. 2 to the City
Council; and
WHEREAS, the City Council held a duly noticed public hearing on October 25,
2022, in the City Council Chambers located at 100 Civic Center Drive, Newport Beach,
California. A notice of time, place and purpose of the public hearing was provided in
accordance with the Ralph M. Brown Act and Chapters 20.62 and 21.62 (Public Hearings)
of the NBMC. Evidence, both written and oral, was presented to, and considered by, the
City Council at this public hearing;
NOW, THEREFORE, the City Council of the City of Newport Beach resolves as
follows:
Section 1: On September 9, 2014, in conjunction with the approval of the Lido
House Hotel, the City Council certified the Lido House Hotel Final Environmental Impact
Report No. ER2014-003 (SCH No. 2013111022) that addressed all environmental
impacts associated with the Lido House Hotel pursuant to Resolution No. 2014-80. The
EIR was prepared in compliance with the California Environmental Quality Act as set forth
in Section 21000 et seq. of the California Public Resources Code, the State CEQA
Guidelines set forth intitle 14, Division 6, Chapter 3 of the California Code of Regulations
("CEQA Guidelines"), and City Council Policy K-3 (implementation Procedures for the
California Environmental Quality Act). The EIR is attached hereto as Exhibit "B," and
incorporated herein by reference. Additionally, on July 26, 2016, the City Council
Addendum No. 1 to the EIR, which is attached hereto as Exhibit "C," and incorporated
herein by reference, consistent with the requirements of CEQA to allow for an increase
to the floor area of the Lido House Hotel.
Resolution No. 2022-76
Page 4 of 8
Section 2: Pursuant to Section 21166 of the California Public Resources Code
and Section 15162 of the CEQA Guidelines, when an EIR has been certified for a project,
no subsequent EIR is required unless the lead agency determines, based on substantial
evidence in the light of the whole record, one or more of the following:
a. Substantial changes are proposed in the project which will require major revisions
of the previous EIR due to the involvement of new significant environmental effects
or a substantial increase in the severity of previously identified significant effects;
b. Substantial changes occur with respect to the circumstances under which the
project is undertaken which will require major revisions of the previous EIR due to
the involvement of new significant environmental effects or a substantial increase
in the severity of previously identified significant effects; or
c. New information of substantial importance, which was not known and could not
have been known with the exercise of reasonable diligence at the time the previous
EIR was certified as complete, shows any of the following:
The project will have one or more significant effects not discussed in the
previous EIR;
ii. Significant effects previously examined will be substantially more severe than
shown in the previous EIR;
iii. Mitigation measures or alternatives previously found not to be feasible would
in fact be feasible and would substantially reduce one or more significant
effects of the project, but the project proponents decline to adopt the mitigation
measure or alternative; or
iv. Mitigation measures or alternatives which are considerably different from those
analyzed in the previous EIR would substantially reduce one or more significant
effects on the environment, but the project proponents decline to adopt the
mitigation measure or alternative.
Resolution No. 2022-76
Page 5 of 8
Section 3: The following environmental topics were analyzed for the Project:
Aesthetics/Light and Glare, Agriculture and Forestry Resources, Air Quality, Biological
Resources, Cultural Resources, Energy, Geology and Soils, Greenhouse Gas Emissions,
Hazards and Hazardous Materials, Hydrology and Water Quality, Land Use and Planning,
Mineral Resources, Noise, Population and Housing, Public Services, Recreation,
Transportation, Tribal Cultural Resources, Utilities and Service Systems, and Wildfire.
Addendum No. 2 includes analysis of new topics that were not included in the previous
EIRs; specifically, it includes a new energy section and a new wildfire section. These
additional analyses are appropriate for inclusion in the Addendum, but none result in new
or increased significant impacts that would require preparation of a subsequent EIR
pursuant to Section 15162 of the CEQA Guidelines.
Based on the EIR and entire environmental review record, the Project will not result
in any new significant impacts that were not previously analyzed in the EIR. Addendum
No. 2 confirms and provides substantial evidence that the potential impacts associated
with this Project would either be the same or less than those described in the EIR, as
mitigated by applicable mitigation measures in the EIR. In addition, there are no
substantial changes to the circumstances under which the Project would be undertaken
that would result in new or more severe environmental impacts than previously addressed
in either the EIR, nor has any new information regarding the potential for new or more
severe significant environmental impacts been identified. Therefore, in accordance with
Section 15164 of the CEQA Guidelines, Addendum No. 2 to the previously adopted EIR
is the appropriate environmental document for the Project. In taking action to approve any
of the requested applications for the Project, the data presented in the EIR, as augmented
by the Addendum for this Project, are considered as part of the record.
Section 4: The City Council further finds:
a. The Project is consistent with and implements the General Plan.
b. The EIR reviews the existing conditions of the City and project vicinity; analyzes
potential environmental impacts from implementation of the development; and
identifies mitigation measures to reduce potentially significant impacts from
implementation of the development.
c. The Project does not increase development intensity or building height or
associated impacts beyond the levels considered in the EIR.
d. Since the adoption of the EIR in 2014, no substantial changes have occurred
with respect to the circumstances under which the EIR was certified for the
Resolution No. 2022-76
Page 6 of 8
Project; and no substantial changes to the environmental setting of the Property
have occurred, and no new information of substantial importance has become
available that was not known and that could not have been known with the
exercise of reasonable diligence at that time of adoption.
e. Since no substantial changes to the circumstances or environmental setting
have occurred, and since no new information relating to significant effects,
mitigation measures, or alternatives has become available, the Project does
not require additional environmental review, consistent with CEQA Guidelines
Section 15162.
f. Based on these findings, the EIR and Addendum No. 2, the Planning
Commission has determined that no subsequent environmental impact report
is required or appropriate under CEQA Guidelines Sections 15162 and 15164.
Addendum No. 2 satisfies CEQA's environmental review requirements for the
modified Project as proposed by the Applicant.
g. Based on the facts and analysis contained in the Addendum, the Planning
Commission finds that the modified project will not have, when compared to the
EIR, any new or more severe adverse environmental impacts.
h. The modified Project will not result in any new or more severe significant
impacts which are individually limited, but cumulatively considerable, when
viewed in connection with planned or proposed development in the immediate
vicinity.
Section 5: The City Council has considered the EIR and the Addendum No. 2
and has concluded that the Addendum No. 2 reflects the independent judgment of the
City.
Section 6: On the basis of the entire administrative record, the City Council of
the City of Newport Beach hereby adopts Addendum No. 2, which is attached hereto as
Exhibit "D," and incorporated herein by reference, finds that the recitals provided above
are true and correct and constitute the findings of the City Council in support of the
adoption of Addendum 1 to the Certified Lido House Hotel EIR. Addendum No. 2 and
related and referenced documentation, constitute the administrative record upon which
this decision was based, are on file with the Planning Division, City Hall, 100 Civic Center
Drive, Newport Beach, California.
Resolution No. 2022-76
Page 7of8
Section 7: the City Council finds that judicial challenges to the City's CEQA
determinations and approvals of land use projects are costly and time consuming. In
addition, project opponents often seek an award of attorneys' fees in such challenges. As
project applicants are the primary beneficiaries of such approvals, it is appropriate that
such applicants should bear the expense of defending against any such judicial
challenge, and bear the responsibility for any costs, attorneys' fees, and damages which
may be awarded to a successful challenger.
Section 8: The recitals provided in this resolution are true and correct and are
incorporated into the operative part of this resolution.
Section 9: If any section, subsection, sentence, clause or phrase of this
resolution is, for any reason, held to be invalid or unconstitutional, such decision shall not
affect the validity or constitutionality of the remaining portions of this resolution. The City
Council hereby declares that it would have passed this resolution, and each section,
subsection, sentence, clause or phrase hereof, irrespective of the fact that any one or
more sections, subsections, sentences, clauses or phrases be declared invalid or
unconstitutional.
Resolution No. 2022-76
Page 8 of 8
Section 10: This resolution shall take effect immediately upon its adoption by the
City Council, and the City Clerk shall certify the vote adopting the resolution.
ADOPTED this 25th day of October, 2022.
ATTEST:
r
Leilani I. B
City Clerk
APPROVED AS TO FORM:
CITY ATTORNEY'S OFFICE
Aaron C. Harp
City Attorney
Attachment: Exhibit A — Legal Description
Exhibit B — Lido House Hotel Final Environmental Impact Report
No. ER2014-003 (SCH No. 2013111022)
Exhibit C — Addendum No. 1 to the Lido House Hotel Final Environmental
Impact Report No. ER2014-003 (SCH No. 2013111022)
Exhibit D —Addendum No. 2 to the Lido House Hotel Final Environmental
Impact Report No. ER2014-003 (SCH No. 2013111022)
EXHIBIT A
Legal Description
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY
OF ORANGE, CITY OF NEWPORT BEACH, AND IS DESCRIBED AS FOLLOWS:
PARCEL 1:
THAT PORTION OF LOTS 3, 6 AND 7 IN SECTION 28, TOWNSHIP 6 SOUTH, RANGE 10
WEST, SAN BERNARDINO MERIDIAN, ACCORDING TO THE OFFICIAL PLAT FILED IN THE
DISTRICT LAND OFFICE, DESCRIBED AS FOLLOWS:
BEGINNING AT THE INTERSECTION OF THE NORTHERLY LINE OF "THE HUDSON" WITH
THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF LOT 21 IN BLOCK 431 OF
"LANCASTER'S ADDITION TO NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN
BOOK 5, PAGE 14 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY,
CALIFORNIA; THENCE NORTH 0'44'30" WEST ALONG SAID NORTHERLY PROLONGATION
400.00 FEET; THENCE WESTERLY PARALLEL WITH SAID NORTHERLY LINE AND LOT 1 IN
BLOCK "A" OF SAID LANCASTER'S ADDITION TO NEWPORT BEACH 461.53 FEET TO A
POINT IN THE EASTERLY LINE OF SAID CENTRAL AVENUE, AS SHOWN ON TRACT NO.
108, AS SHOWN ON A MAP RECORDED IN BOOK 2, PAGES 1 OF SAID MISCELLANEOUS
MAPS; THENCE SOUTHERLY ALONG THE EASTERLY LINE OF SAID CENTRAL AVENUE
401.79 FEET, MORE OR LESS, TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE
EASTERLY ALONG THE NORTHERLY OF SAID LOT 1 AND SAID NORTHERLY LINE OF "THE
HUDSON" 495.33 FEET TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THE LAND DESCRIBED IN THE DEED ATTACHED TO THAT
CERTAIN RESOLUTION NO. 3284 OF THE CITY COUNCIL OF NEWPORT BEACH, A
CERTIFIED COPY OF WHICH RECORDED MARCH11, 1946 IN BOOK 1404, PAGE130 OF
OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA.
ALSO EXCEPTING THEREFROM THE LAND DESCRIBED AS PARCEL 2 IN DEED TO THE
GRIFFITH COMPANY RECORDED MARCH 23, 1948 IN BOOK 1741, PAGE 174 OF SAID
OFFICIAL RECORDS.
PARCEL 2:
BEGINNING AT THE SOUTHEAST CORNER OF LOT 2 IN BLOCK "A" OF "LANCASTER'S
ADDITION TO NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 5, PAGE
14 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA; THENCE
EASTERLY ALONG THE NORTHERLY LINE OF WASHINGTON AVENUE, NOW KNOWN AS
32ND STREET, TO THE INTERSECTION WITH THAT PORTION OF THE BULKHEAD LINE
ESTABLISHED BY THE WAR DEPARTMENT IN 1936 AND SHOWN ON THE WAR
DEPARTMENT MAP OF NEWPORT BAY SHOWING HARBOR LINE, EXTENDING BETWEEN
BULKHEAD STATION NO.124 AND BULKHEAD STATION NO.125; THENCE NORTH 27'30'00"
WEST ALONG SAID BULKHEAD LINE TO ITS INTERSECTION WITH THE NORTHERLY LINE
OF "THE HUDSON" AS SHOWN ON SAID MAP OF LANCASTER'S ADDITION; THENCE
WESTERLY ALONG THE NORTHERLY LINE OF SAID "THE HUDSON" TO THE NORTHEAST
CORNER OF LOT 1 OF SAID BLOCK"A"; THENCE SOUTHERLY ALONG THE EASTERLY
LINE OF SAID LOTS 1 AND 2 TO THE POINT OF BEGINNING.
PARCEL 3:
THAT PORTION OF LOT 3 OF TRACT NO. 1117, AS SHOWN ON A MAP RECORDED IN BOOK
35, PAGES 48 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA,
TOGETHER WITH THAT PORTION OF THE 20.00 FOOT ALLEY AS VACATED BY
RESOLUTION NO. 3280 OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, A
CERTIFIED COPY OF WHICH RECORDED MARCH 11, 1946 IN BOOK 1400, PAGE 189 OF
OFFICIAL RECORDS OF SAID ORANGE COUNTY, DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID LOT 3; THENCE NORTH 0,44,30"
WEST ALONG THE EASTERLY LINE OF SAID LOT 3, A DISTANCE OF 90.00 FEET; THENCE
NORTH 40'47'07" WEST 170.97 FEET TO A POINT IN THE WESTERLY LINE OF SAID 20.00
FOOTALLEY; THENCE SOUTH 0'44'30" EASTALONG THE WESTERLY LINE OF SAID ALLEY
220.89 FEET TO THE SOUTHWESTERLY CORNER OF TRACT NO. 907, AS SHOWN ON A
MAP RECORDED IN BOOK 28, PAGES 25 TO 36 INCLUSIVE OF MISCELLANEOUS MAPS,
RECORDS OF SAID ORANGE COUNTY; THENCE NORTH 89'15'30" EAST ALONG THE
SOUTHERLY LINE OF SAID TRACT NO. 907 AND SAID LOT 3, A DISTANCE OF 110.00 FEET
TO THE POINT OF BEGINNING.
EXCEPTING THEREFROM THE LAND DESCRIBED AS PARCEL 1 IN DEED TO THE
GRIFFITH COMPANY RECORDED MARCH 23, 1948 IN BOOK 1741, PAGE 174 OF OFFICIAL
RECORDS OF ORANGE COUNTY, CALIFORNIA.
ALSO EXCEPTING THEREFROM THE LAND DESCRIBED IN DEED TO THE GRIFFITH
COMPANY RECORDED JUNE 15, 1953 IN BOOK 2520, PAGE 577 OF OFFICIAL RECORDS
OF ORANGE COUNTY, CALIFORNIA.
PARCEL 4:
THAT PORTION OF LOT 3 OF TRACT NO. 1117, AS SHOWN ON A MAP RECORDED IN BOOK
35, PAGE 48 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA,
DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID LOT 3; THENCE NORTH 0'44'30"
WEST 74.46 FEET ALONG THE EAST LINE OF SAID LOT TO THE MOST SOUTHERLY
CORNER OF THE LAND DESCRIBED AS PARCEL 1 IN DEED TO THE GRIFFITH COMPANY
RECORDED MARCH 23, 1948 IN BOOK 1741, PAGE 174 OF OFFICIAL RECORDS OF SAID
ORANGE COUNTY, SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE NORTH
40'47'07" WEST ALONG THE SOUTHWESTERLY LINE OF SAID LAND OF GRIFFITH
COMPANY, A DISTANCE OF 69.945 FEET; THENCE NORTH 89'15'30" EAST 45.00 FEET TO
THE EAST LINE OF SAID LOT 3; THENCE SOUTH 0'44'30" EAST 53.54 FEET TO THE TRUE
POINT OF BEGINNING.
PARCEL 5:
LOTS ONE (2) AND TWO (2) IN BLOCK "A" OF "LANCASTER'S ADDITION TO NEWPORT
BEACH' AS SHOWN ON A MAP RECORED IN BOOK 5, PAGE 14 OF MISCELLANEOUS
MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA
EXHIBIT B
Lido House Hotel Final Environmental Impact Report No. ER2014-003
(SCH No. 2013111022)
Available separately due to bulk at:
https://www.newportbeachca.gov/pin/CEQA REVIEW/Lido%2OHouse%2OHotel/Lido%2
OHouse%2OHotel Final%20EIR August%202014.pdf
Screencheck Draft EIR Completed: April 18, 2014
Public Review Draft EIR Completed: April 28, 2014
Final EIR Completed: August 19, 2014
FINAL
ENVIRONMENTAL IMPACT REPORT
LIDO HOUSE HOTEL
SCH NO. 2013111022
Lead Agency:
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CITY OF NEWPORT BEACH
100 Civic Center Drive
Newport Beach, California 992660
Contact: Mr. James Campbell, Principal Planner
Community Development Department
949.644.3210
j campbell@newportbe achca.gov
Prepared by:
WF
CONSULTING
RBF CONSULTING
14725 Alton Parkway
Irvine, California 92618-2027
Contacts: Mr. Glenn Lajoie, AICP
Mr. Edward Torres, INCE
949.472.3505
August 19, 2014
JN 137892
This document is designed for double -sided printing to conserve natural resources.
City of Newport Beach
Lido House Hotel
Environmental Impact Report
TABLE OF CONTENTS
Section1.0: Introduction........................................................................................................................ 1-1
Section 2.0: Response to Comments..................................................................................................... 2-1
Section 3.0: Mitigation Monitoring and Reporting Program............................................................. 3-1
Section4.0: Errata.................................................................................................................................... 4-1
Final • August 2014 i Table of Contents
City of Newport Beach
Lido House Hotel
Environmental Impact Report
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Final 9 August 2014 ii Table of Contents
1.0 Introduction
WPO
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1.0 INTRODUCTION
City of Newport Beach
Lido House Hotel
Environmental Impact Report
In accordance with the California Environmental Quality Act Guidelines (CEQA Guidelines) Section
15088, the City of Newport Beach, as the lead agency, has evaluated the comments received on the
Lido House Hotel Environmental Impact Report (Draft EIR).
The Draft EIR for the proposed Lido House Hotel Project (herein referenced as the project) was
distributed to potential responsible and trustee agencies, interested groups, and organizations. The
Draft EIR was made available for public review and comment for a period of 45 days. The public
review period for the Draft EIR established by the CEQA Guidelines commenced on April 29, 2014
and ended on June 13, 2014.
The Final EIR consists of the following components:
■ Section 1.0 — Introduction
■ Section 2.0 — Responses to Comments
■ Section 3.0 — Mitigation Monitoring and Reporting Program
■ Section 4.0 — Errata
Due to its length, the text of the Draft EIR is not included with this document; however, it is
included by reference in this Final EIR. None of the corrections or clarifications to the Draft EIR
identified in this document constitutes "significant new information" pursuant to Section 15088.5 of
the CEQA Guidelines. As a result, a recirculation of the Draft EIR is not required.
Final 9 August 2014 1-1 Introduction
WPO
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r4LIF09L
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City of Newport Beach
Lido House Hotel
Environmental Impact Report
Final 9 August 2014 1-2 Introduction
2.0 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
2.0 RESPONSE TO COMMENTS
In accordance with the California Environmental Quality Act Guidelines (CEQA Guidelines) Section
15088, the City of Newport Beach, as the lead agency, evaluated the written comments received on
the Draft Environmental Impact Report (DEIR) (State Clearinghouse No. 2013111022) for the Lido
House Hotel Project (herein referenced as the project) and has prepared the following responses to
the comments received. This Response to Comments document becomes part of the Final EIR for
the project in accordance with CEQA Guidelines Section 15132.
A list of public agencies and individuals that provided comments on the Draft EIR is presented
below. Each comment has been assigned a letter number. Individual comments within each
communication have been numbered so comments can be cross-referenced with responses.
Following this list, the text of the communication is reprinted and followed by the corresponding
response.
Commenter
Agencies
State Clearinghouse — Scott Morgan, Director (June 13, 2014)
Native American Heritage Commission — Katie Sanchez (May 9, 2014)
Orange County Public Works — Polin Modanlou (May 5, 2014)
City of Irvine — David R. Law, AICP (May 27, 2014)
Public
Russell Singer (April 30, 2014)
Katherine Johansen (June 11, 2014)
Jim Mosher (June 13, 2014)
Lido Partners (June 13, 2014)
Kathryn H. K. Branman (June 11, 2014)
Comments Received After Close of Public Review
Orange County Transportation Authority — Angel Lin (June 17, 2014)
Southern California Edison — Jenelle Godges (June 13, 2014)
Lido Partners (July 16, 2014)
Law Offices of Robert C. Hawkins — Robert C. Hawkins (July 17, 2014)
Letter Number
1
2
3
4
5
6
7
8
9
10
11
12
13
Final • August 2014 2-1 Response to Comments
COMMENT LETTER 1
STATE OF CALIFORNIA
6
GOVERNOR'S OFFICE of PLANNING AND RESEARCH
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STATE CLEARINGHOUSE AND PLA ING UN r
�T4TEnFen�ieoR�``.
EDMUND G. BROWN.lR.
ooMMUNiTY
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DiRFCI R
JUN 16 N14
June 13, 2014
James Campbell
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Subject: Lido House Hotel
SCI-1#: 2013111022
Dear James Campbell:
DEVELOPMENT U'
rO,e NEWPOR� 6
The State Clearinghouse submitted the above named Draft E1R to selected state agencies for review. On
the enclosed Document Details Report please note that the Clearinghouse has listed the state agencies that
reviewed your document. The review period closed on June 12, 2014, and the comments from the
responding agency (ies) is (are) enclosed. If this comment package is not in order, please.notify.the State
Clearinghouse immediately. Please refer to the project's ten -digit State Clearinghouse number in future
correspondence so that we may respond promptly.
Please note that Section 21104(c) of the California Public .Resources Code states that:
"A responsible or other public agency shall only make substantive comments regarding those
activities involved in a project which are within az: area of expertise of the agency or which are
required to be carried out or approved by the agency. Those comments shall be supported by
specific documentation."
These continents are forwarded for use in preparing your final environmental document, Should you need
more information or clarification of the enclosed comments, we recommend that you contact the
commenting agency directly.
This letter acknowledges that you have complied "-'th the State Clearinghouse review requirements for
draft environmental documents, pursuant to the California ;ivironnxental Quality Act. Please contact the
State Clearinghouse at (916) 445-0613 if you have any questions regarding the environmental review
process.
Sincerely,
Scott Morg
Director, S Clearinghouse
Enclosures
cc: Resources Agency
1-1
140010th Street P.O. Box 3044 Sacramento, California 95812-3044
(916) 445-0613 FAX (916) 323-3018 wwwopr.ca.gov
Document Details Report
State Clearinghouse Data Base
SCN# 2013111022
Project Title Lido House Hotel
Lead Agency Newport Beach, City of
Type EIR Draft EIR
Description The City plans to lease the majority of the project site for the development of a I30-room Lido House
Hotel. The proposed hotel would also include meeting rooms, accessory retail spaces, a restaurant,
lobby bar, rooftop bar, guest pool and recreational areas, and all required appurtenant facilities
including, but not limited to on -site parking, landscaping, utilizes, and adjoining public improvements.
The hotel would be no larger than 99,625 gross sf. The project would also provide 143 surface parking
spaces and would accommodate additional parking through active parking management including
valet parking service. The proposed structures would be --4 stories with architectural features up to
58.5 feet in height. The project would also include public open spaces consisting of pedestrian plazas,
landscape areas, and other amenities proposed to be located along Newport Boulevard and 32nd
Street.
Lead Agency Contact
Name James Campbell
Agency City of Newport Beach
Phone (949) 644-3210 Fax
email
Address 100 Civic Center Drive
City Newport Beach State CA Zip 92660
Project Location
County Orange
City Newport Beach
Region
Lat ( Long 33' 36' 59.90" N 1 117' 55' 47.70" W
Cross Streets Newport Blvd. & 32nd Street
Parcel No. Multiple
Township 6S Range IOW Section 28 Base SBB&M
Proximity to:
Highways SR 55, SR 1
Airports John Wayne
Railways
Waterways Newport Bay, Pacific Ocean
Schools Newport ES, Newport Harbor HS
Land Use ❑Ccupied by the Former Newport Beach City Hall Complex and existing Newport Beach Fire
Department Fire Station No. 2.
GPLU - Public Facilities (PF)
Z: Public Facilities (PF)
Project Issues Agricultural Land; Air Quality; Archaeoioglc-Historic; Biological Resources; Coastal Zone;
Drainage/Absorption; Flood Plain/Flooding; Forest Land/Fire Hazard; Geologic/Seismic; Minerals;
Noise; Population/Housing Balance; Public Services; Recreation/Parks; School slUniversities; Septic
System; Sewer Capacity; Soil ErosionlCompactionfGrading; Solid Waste; Toxic/Hazardous;
Vegetation; Traffic/Circulation; Water Quality; Water Supply; Wetland/Riparian; Wildlife; Growth
Inducing; Landuse; Cumulative Effects; other Issues
Document Details Report
State Clearinghouse Data Base
Reviewing Resources Agency; California Coastal Commission; Department of Fish and Wildlife, Region 5; Office
Agencies of Historic Preservation; Department of parks and Recreation; Department of Water Resources;
Resources, Recycling and Recovery; California Highway Patrol; Caltrans, District 12; Air Resources
Board; Regional Water Quality Control Board, Region 8; Department of Toxic Substances Control;
Native American Heritage Commission
Date Received 04/29/2014 Start of Review 04/29/2014 End of Review 06112/2014
City of Newport Beach
Lido House Hotel
Environmental Impact Report
1. RESPONSES TO COMMENTS FROM STATE OF CALIFORNIA OFFICE OF
PLANNING AND RESEARCH, STATE CLEARINGHOUSE, JUNE 13, 2014.
1-1 This comment indicates that the State Clearinghouse submitted the Draft EIR to selected
State agencies for review and that the comment period for the Draft EIR has concluded.
The comment indicates that the lead agency complied with the public review requirements
for draft environmental documents pursuant to CEQA. As such, the comment does not
provide specific comments regarding information presented in the Draft EIR, and no
further response is necessary. The comment also indicates that comments from responsible
or other public agencies are enclosed and responses to those comments are provided in
response to those letters.
Final • August 2014 2-5 Response to Comments
COMMENT LETTER 2
STAIl OF CA 1F NfA --
NATIVE AMERICAN HERITAGE COMMISSION
1550 Harbor Blvd., Suite i4D
West SAC rRAMENTO, CA 95691
(915) 373-3711)
Fax (916) 373-5471
May 9, 2014
James Campbell
City of Newport Beach �A� 4
100 Civic Center Drive 2914
Newport Beach, CA 92660 37AT
RE; SGH# 2013111022 Lido House Hotel, Orange County.
Dear Mr. Campbell:
The Native American Heritage Commission (NAHC) has reviewed the Notice of Completion (NOC)
referenced above. The California Environmental Quality Act (CEOA) states that any project that causes a
substantial adverse change in the significance of an historical resource, which includes archeological resources, is
a significant effect requiring the preparation of an El (CEQA Guidelines 15064.5(b)). To comply with this provision
the lead agency is required to assess whether the project will have an adverse impact on historical resources within
the area of project effect (APE), and if s❑ to mitigate that effect. To adequately assess and mitigate project -related
impacts to archaeological resources, the NAHC recommends the following actions:
f Contact the appropriate regional archaeological Information Center for a record search. The record search will
determine:
■ If a part or all of the area of project effect (APE) has been previously surveyed for cultural resources.
■ If any known cultural resources have already been recorded on or adjacent to the APE.
■ If the probability is low, moderate, or high that cultural resources are located in the APE.
■ If a survey is required to determine whether previously unrecorded cultural resources are present.
If an archaeological inventory survey is required, the final stage is the preparation of a professional report
detailing the findings and recommendations of the records search and field survey.
The final report containing site forms, site significance, and mitigation measurers should be submitted
immediately to the planning department. All information regarding site locations, Native American
human remains, and associated funerary objects should be in a separate confidential addendum, and
not be made available for pubic disclosure.
■ The final written report should be submitted within 3 months after work has been completed to the
appropriate regional archaeological information Center.
•� Contact the Native American Heritage Commission for:
• A Sacred Lands File Check. SFL Check Coompletecl with Negative Results
• A list of appropriate Native American contacts for consultation concerning the project site and to assist
in the mitigation measures. Native American Contacts List attached
f Lack of surface evidence of archeological resources does not preclude their subsurface existence.
IF Lead agencies should include in their mitigation plan provisions for the identification and evaluation of
accidentally discovered archeological resources, per California Environmental Quality Act (CEQA)
Guidelines §15054.5(f). In areas of identified archaeological sensitivity, a certified archaeologist and a
culturally affiliated Native American, with knowledge in cultural resources, should monitor all ground -
disturbing activities.
■ Lead agencies should include in their mitigation plan provisions for the disposition of recovered cultural
items that are not burial associated, which are addressed in Public Resources Code (PRC) §5097.98,
in consultation with culturally affiliated Native Americans.
■ Lead agencies should include provisions for discovery of Native American human remains in their
mitigation plan. Health and Safety Code §7050.5, PRC §5097.98, and CEQA Guidelines §15064.5(e),
address the process to be followed in the event of an accidental discovery of any human remains and
associated grave goods in a location other than a dedicated cemetery.
Sincerely,
3
Katy Sa chez
Associate Government Program Analyst
2-1
Native American Contact List
Orange County
May 9, 2014
Tongva Ancestral Territorial Tribal Nation
John Tommy Rosas, Tribal Admin.
Private Address Gabrielino Tongva
tattnlaw@gmail.com
310-570-6567
Gabrieleno/Tongva San Gabriel Band of Mission
Anthony Morales, Chairperson
PO Box 693 Gabrielino Tongva
San Gabriel CA 91778
GTTribalcouncil gaol. com
(626) 286-1232 - FAX
(626) 286-1758 - Nome
IR7R1 A.Q'4.--'QrrA roll
(626) 286-1262 -FAX
Gabrielino /Tongva Nation
Sandonne Goad, Chairperson
P.O. Box 86908 Gabrielino 'Tonava
Los Angeles CA 9008E
s oad@ abrielino-tongva.car^
951-845-0443
Gabrielino ITongva Nation
Sam Dunlap, Cultural Resorces Director
P.O. Box 86908 Gabrielino Tongva
Los Angeles CA 90086
samdun lap @earthiink. net
909-262-9351
This list is current only as of the date of this document.
Distribution of this list does not relieve any person of the statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,
Section 5097.94 of the Public Resources Code and Section 6097.98 of the Public Resources Code.
This list is only applicable for contacting local Native Americans with regard to cultural resources for the proposed SCH 92013111022
Lido House Hotel, orange County.
City of Newport Beach
Lido House Hotel
Environmental Impact Report
2. RESPONSES TO COMMENTS FROM NATIVE AMERICAN HERITAGE
COMMISSION, DATED MAY 9, 2014.
2-1 This comment provides an introduction to the comment letter regarding the Native
American Heritage Commission's (NAHC) jurisdiction and responsibilities related to Native
American resources. It also provides an overview of CEQA requirements in regards to
archaeological resources.
The proposed project site is located within a highly developed area and has been completely
disturbed. As such, impacts related to archaeological resources are not expected to occur.
However, as stated within Section 5.4, Cultural Resources, of the Draft EIR, in the unlikely
event that buried cultural resources or human remains are discovered during excavation
activities, Mitigation Measures CUL-1 and CUL-2 would be implemented. As such, a less
than significant impact would occur in this regard.
As the proposed project includes an amendment to the Newport Beach General Plan and
Coastal Land Use Plan, it is subject to the Native American consultation process mandated
by SB 18. The City has previously conducted SB 18 consultation for the project site as part
of the environmental documentation for the City Hall Reuse Project! During the previous
SB 18 consultation, the City received an inquiry from one tribal representative. The Native
American representative indicated that he could coordinate monitoring services during
grading/construction if it is determined that such monitoring is required. The tribal
representative did not indicate any knowledge of the presence of any significant cultural or
archaeological resources on the project site.
1 City of Newport Beach, City of Nemport Beach City Hall Reuse Pr ject Initial Study/Negative Declaration, November
2012. It should be noted that this Initial Study/Negative Declaration (IS/ND) was prepared for the City Hall Reuse
Project and brought to the City Council for consideration; however, the IS/ND was not adopted.
Final • August 2014 2-8 Response to Comments
COMMENT LETTER 3
OCPubficWorks
Integrity, Accountability, Service, Trust
Shane L. Silsby, Director
COMMUNITY
MAY 4 9 2014
-� DF-VELOPiMEN V
May 5, 2014
Mr. James Campbell, Principal Planner
City of Newport Beach/Community Development Department
100 Civic Center Drive
Newport Beach, California 92660
NCL 13-054
SUBJECT: Notice of Availability of the Draft Environmental Impact Report for the Lido
House Hotel
Dear Mr. Campbell:
The County of Orange has reviewed the Notice of Availability of the Draft Environmental Impact
Report for the Lido House Hotel located in City of Newport Beach and has no comments at this
time. We would like to be advised of any further developments on the project. Please continue
to keep us on the distribution list for future notifications related to this project.
Sincerely,
Polln Madan ou, Manager
Strategic Land Planning Division
❑C Public Works/OC Planning Services
300 North Flower Street
Santa Ana, California 92702-4048
Polin.modanlou@ocpw.ocgov.com
P MIYj
300 N. Flower Street, Santa Ana, CA 92703
P.O. Box 4048, Santa Ana, CA 927 02 -404 8
3-1
www. o ❑p u 61lcwo rk s. com
714.667.8800 1 Info@OCPW.ccgov.com
City of Newport Beach
Lido House Hotel
Environmental Impact Report
3. RESPONSES TO COMMENTS FROM ORANGE COUNTY PUBLIC WORKS,
DATED MAY 5, 2014.
3-1 This comment states that Orange County Public Works has reviewed the Draft EIR and has
no comments at this time. This agency will be apprised of any further material
developments in the proposed project. No further action is required.
Final • August 2014 2-10 Response to Comments
COMMENT LETTER 4
v F lj:� t'
Community Development cityofirvine.org
City of Irvine, One Civic Center Plaza, PO. Box 19575, Irvine, California 92623-9575 (949) 724-6000
,?�SCEIVEO &�.
CoMMUN17Y
A)N 0 2 W4
May 27 2014
Mr. James Campbell oy
Principal Planner
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Subject: Draft Environmental Impact Report — Lido House Hotel
Dear Mr. Campbell:
City of Irvine staff has received and reviewed the information provided for the referenced
project and has no comments at this time.
Thank you for the opportunity to review and comment on the proposed project. Staff would
appreciate the opportunity to review any further information regarding this project as the
planning process proceeds.
If you have any questions, I can be reached at 949-724-6314, or at dlaw@cityofirvine.org.
Sincerely,
David R. Law, AICP
Senior Planner
Cc: Bill Jacobs, Principal Planner (via email)
Sun -Sun Murillo, Supervising Transportation Analyst (via email)
4-1
PRINTED ON RECYCLED PAPER
City of Newport Beach
Lido House Hotel
Environmental Impact Report
4. RESPONSES TO COMMENTS FROM THE CITY OR IRVINE, DATED MAY
27, 2014.
4-1 This comment states that the City or Irvine has reviewed the Draft E1R and has no
comments at this time. This agency will be apprised of any further material developments in
the proposed project. No further action is required.
Final • August 2014 2-12 Response to Comments
COMMENT LETTER 5
Part Properties,Inc.
P.O. Box 485
Laguna Beach, California 92652
Office: (949)494-6629 * Fax: (949)494-5747 * Cell: (949)280-4336
E-MaiI: RussellSinger@gmail.com
April 30, 2014
James Campbell
CITY OF NEWPORT BEACH, PLANNING DIVISION
100 Civic Center Dr.
Newport Beach, CA 92660
Re: Lido House Hotel 1 EIR
Dear Mr. Campbell,
Port Properties, Inc. owns the property at 3315-3345 Newport Blvd., Newport Beach
which is across the street from the proposed development. It was not that many years ago
that the City remodeled and eliminated several public parking angled spaces in front of
City Hall on Newport Blvd.. Those parking spaces, having been removed has made
parking all the more difficult for my tenants and their customers.
Please accept this letter as our request to have as much non-exclusive parking as possible
for the new development and take a page out of Corona Del Mar and make the parking
rates more reasonable (perhaps free is not practical) to encourage consumers to shop and
patronize the businesses in the area. Thank you for your consideration.
Sincerely,
PORT PROPERTIEo
S, C.
Russell Singer, Presi ent
5-9
City of Newport Beach
Lido House Hotel
Environmental Impact Report
5. RESPONSES TO COMMENTS FROM RUSSELL SINGER, DATED April 30,
2014.
5-1 The comment points out that parking is difficult for 3315-3345 Newport Boulevard, which
is a property across Newport Boulevard from the proposed project. This comment requests
non-exclusive parking and a reduction in parking fees to encourage customers to patronize
businesses in the area. Parking for the proposed project will be available for patrons and
visitors of the hotel and many of those persons will likely patronize nearby area businesses
on -foot. The City's pricing structure of public parking is not under the purview of the Draft
EIR and the pricing structure for project parking is not subject to City ordinances. The
proposed project would not result in the net loss of on -street parking in the project vicinity.
Sixteen of the existing, angled, metered parking spaces on the north side of 32"d Street would
remain available to the general public. The City is also considering relocating a portion of
the existing, angled, metered parking on the north side of 32"d Street (just south of the old
City Council Chambers) further to the east in front of St. James Church, which is located
just west of Lafayette Road. Currently, there is excess street capacity along 32"d Street (just
west of Lafayette Road) that would be modified in order to accommodate angled parking
spaces along the north side of 32"d Street in front of the church and travel lanes. This would
also pull the curb line along the project site south and 32"d Street would be restriped with the
intent to modestly "straighten" out the westbound traffic lane to improve vehicle
maneuvering.
Final • August 2014 2-14 Response to Comments
COMMENT LETTER 6
June 11, 2014
TO: Mr. James Campbell
Principal Planner, Community Development
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
RE: EIR for Lido House Hotel: Public Comments
SCH No.2013111022
JkS'Z,V.iVED @�,
COMMUNITY
JUN 12 ZOK
Cr DEVELOPMENT �
OP 1VEUlIP00
I own and lure at 601 Lido Park Drive, Unit 313 in Newport Beach, CA. I appreciate
the opportunity to provide comments on the above referenced Environmental
Impact Report (EIR) for the proposed Lido House Hotel.
I have several concerns that do not seem to be addressed in the Draft EIR. My
primary concerns relate to traffic, noise, and view impacts from the project.
Traffic c and Noise
I am concerned that the EIR doesn't address the traffic impact of the project on the
streets adjacent to the project; particularly the intersections of Via
Lido/Lafayette/32nd St. It appears that the only intersections studied in the EIR
were main -line intersections. The closest intersections to Via Lido/ Lafayette/3 2nd
St. that was studied in the EIR appears to be Newport Blvd/Via Lido or Newport
Blvd/3211d St. Unless project related traffic (whether construction or operation) is
going to be prohibited from local streets surrounding the project, the traffic study
should have looked at circulation changes in the local streets immediately
surrounding the project site. This should be corrected in the Final EIR.
64
The traffic study does not address the impact of increased traffic accessing the
proposed project by way of Via Lido to Lafayette/32nd St. While it may not be the
`preferred' route to the project site, visitors or vendors coming down Newport Blvd.
may make the left at Via Lido, particularly if there is a backup on Newport Blvd. or if
vendor access to the hotel is provided on the `back side' of the hotel. Lafayette/32nd
St. at Via Lido has residential use, and these residents will experience an increase in
traffic and concomitant noise levels above what they currently experience. Since the
traffic study did not look at this intersection we can't determine what traffic
increase there will be as a result of the proposed project. Since there was no traffic
increase predicted here, the noise study could not include the increased traffic noise
in its results. If substantial vendor traffic takes this route during overnight hours, 6-2
residences in the area will be subject to increased nighttime disturbances.
While the noise study included a noise monitoring station on Via Lido for ambient
noise measure, the study did not include Via Lido as a roadway segment for existing 6-3
traffic noise levels in Table 5.8-4 or future noise scenarios in Table 5.8-11. This
should be corrected in the Final EIR. Given the residential uses immediately
adjacent to Via Lido (southeast of Battaglia) and those adjacent to Via
Lido/Lafayette/3 2 nd St., any substantial traffic increase in this area would likely 6-3
result in a finding of significance related to noise.
To insure that traffic and noise impacts from construction do not impact the
residences along Via Lido or near the Via Lido/ Lafayette/ 3 2nd St. intersection, the
following should be designated as 'Local Streets' (prohibited for use by construction
delivery vehicles in mitigation measure TRA-1): 1) Via Lido southeast of Via Oporto;
2) Lafayette Rd.; and 3) 32Rd St between Via Oporto and Lafayette Rd.
G-4
Should a corrected traffic/noise study find that there is significant noise increase
along Via Lido or at the Via Lido/Lafayette/32Rd St. intersection, a new mitigation
measure should be adopted to prohibit vendor trucks (during operation of the
proposed project) from utilizing the Via Lido/Lafayette/32Rd St, route to the project
site, particularly during overnight hours.
The proposed increase in traffic along northbound Newport Blvd at the PCH Bridge
warrants dedicated (striped) crosswalks on northbound Newport Blvd connectors
to both northbound and southbound PCH. There currently is no "yield" sign or 6-5
striped crosswalks at these locations, although there is a wide paved sidewalk that
accommodates bike and pedestrian traffic.
Views
The proposed project will be four stories and 58.5 feet in height. The City's
ordinance limits are 35 feet in height. While the proposed project may not impact
public/scenic vistas, it is situated in such a way that it will impede partial ocean
views from residences located on the north side of 601 Lido Park Drive, levels 3-9.
The impact of this project on the views from this location were not studied, only the
impact of the view from areas located at considerable distance away. This should be
addressed in the Final EIR.
Thank you again for the opportunity to provide comments on the EIR for the
proposed Lido House Hotel.
Katherine Johansen
601 Lido Park Drive, #3B
Newport Beach, CA 92663
City of Newport Beach
Lido House Hotel
Environmental Impact Report
6. RESPONSES TO COMMENTS FROM KATHERINE JOHANSEN, DATED
JUNE 11, 2014.
6-1 Based on the project land use, access points, project trips generated, and anticipated travel
patterns, the number of project -related trips entering the Lafayette/32nd Street intersection is
anticipated to be negligible, and therefore the intersection was not identified for analysis.
The proposed hotel will be highly visible from Newport Boulevard. Therefore, hotel guests
are forecast to access the site from Newport Boulevard via Finley Avenue or 32nd Street since
these access points would be more readily apparent for visitors unfamiliar with the project
vicinity.
Hotel employees and vendors are also anticipated to access the project site from Newport
Boulevard via Finely Avenue or 32nd Street since this is the shortest route from Newport
Boulevard. Furthermore, delivery vehicles typically avoid peak traffic hours or other times
when there is congestion on a delivery route, and therefore vendor delivery vehicles are not
expected to access the site when or if Newport Boulevard is congested. If for some reason
deliveries are made during times of congestion on Newport Boulevard, the number of
vendor delivery vehicles that might divert through the Lafayette/32nd Street intersection is
not enough to warrant traffic analysis of the intersection.
Lastly, the City's established thresholds of significance only apply to signalized study
intersections. Even if the Lafayette/32nd Street intersection were to be analyzed, there are no
City established thresholds of significance for stop -controlled intersections by which to
evaluate the significance of the project impact.
6-2 As noted in Table 5.8-11, Future Noise Scenarios, of the Draft EIR, the highest noise level
increase associated with project -related traffic would be 0.3 dBA on 32nd Street east of
Newport Boulevard. This would primarily be due to vehicles utilizing the project access
point along 32nd Street. As noted above, the number of project -related vehicles that might
access the site from 32nd Street from Vial Lido/Lafayette would be negligible, and would be
far less than the number of vehicles associated with the 0.3 dBA increase. Further, traffic
volumes would generally have to double to produce a noticeable increase in noise (3.0 dBA
or above).z As such impacts in this regard would be less than significant.
6-3 The noise measurement that was taken along Via Lido was to establish a baseline for the area
and determine the difference in noise levels from this site to the project site. The
measurement established that noise levels along Via Lido are lower than on the project site
(primarily due to traffic along Newport Boulevard). Hence, the measurement demonstrated
that noise produced on site (i.e., parking lots, rooftop bar, etc.) would be masked by traffic
noise emanating along Newport Boulevard, and would not affect the residences along Via
Lido. Furthermore, as noted in Response 6-1 above, project -related traffic volumes in the
Via Lido area would be negligible as the majority of vehicles would access the project site
along Newport Boulevard.
2 California Department of Transportation, Traffic Noise Analysis Protocol— Technical Noise Supplement, November
2009.
Final • August 2014 2-17 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
6-4 Construction -related vehicles would access the site along Newport Boulevard, and travel
along Newport Boulevard to 32 d Street, and then access the site along from 32°d Street. As
noted in Mitigation Measure N-1, construction routes would avoid residential areas.
Furthermore, construction activities that produce noise levels in excess of the City's
standards would be limited to 7:00 a.m. and 6:30 p.m. on weekdays, 8:00 a.m. and 6:00 p.m.
on Saturdays; construction is prohibited on Sundays and/or federal holidays
6-5 The comment suggests a need to provide marked crosswalks or vehicle "yield" signs where
northbound Newport Boulevard pedestrians cross the ramps connecting Newport Boulevard
to Coast Highway due to project -related traffic. These roadway features are not controlled by
the City and are regulated by the California Department of Transportation. Although the
project is expected to slightly increase traffic through this area, the number of trips is not
expected to increase potential risks to warrant the suggested improvements. Additionally, the
project is not expected to increase the number of pedestrians who use the northbound
sidewalks.
6-6 To the extent that the comment is focused on views from existing, private homes, it is worth
noting that CEQA does not require that private views be considered in an EIR.
Additionally, General Plan and Coastal Land Use Plan policies protect public views from
identified vantages and do not protect private views. With that said, the majority of the units
located on levels three through nine at 601 Lido Park Drive are facing Newport Bay, away
from the project site. Those units that face the Pacific Ocean, to the west, do not include
direct views toward the project site, such that the new building would obstruct all views to
the ocean (although some partial views may be partly obscured). Further, as discussed in
Impact Statement AES-3, page 5.2-35, last paragraph, the increase of building heights (up to 58.5
feet) would not result in a substantial change in the character of the area, as surrounding buildings
(Particularly to the north and east of the pr lect site [which include 601 Lido Park Drive]) include
structures that can range from 12 to 110 feet. The proposed building heights for portions of the structure
located along New
port Boulevard and 32nd street (up to 30 feet in height) would be similar to height as the
surrounding buildings to the west and south (generalyranging in height from > 9 to 35 feet). Thus, with
implementation of the recommended Mitigation Measure AES-2 (which would ensure compliance with the
Lido Village Design Guidelines), implementation of the proposed project would result in less than significant
impacts pertaining to a degradation of character/ quality at the pr ject site and surrounding area.
Final • August 2014 2-18 Response to Comments
��GEiVEQ g�
COMMENTLLErTTER 7
JUN 13 Z014
Lido House EIR 0 DEVELOPMENT ty`r
f- �P
The following comments on "PUBLIC REVIEW DRAFT ,ENVIRONMENTAL IMPACT REPORT -- LF&Qvewpovo �
HOUSE HOTEL (5CH# 2013999022)" are submitted on June 13, 2014, by:
Jim Mosher ( 4immosher[@,yahoo.com ], 2210 Private Road, Newport Beach 92660 (949-548-6229)
1. The proposed project includes proposed new entitlements which in addition to 99,625
square feet of hotel, according to Tables LU2 and 2.1.1-1 on page 3-15 also allow (at the
same time) 99 dwelling units and an unlimited amount of municipal facilities.
a. This seems to me to be a poorly thought out request.
b. I am unable to discern how 99 dwelling units and unlimited municipal facilities are
needed to meet the project Goals and Objectives specified in Section 1.3.
c. Even the hotel entitlement request seems peculiar in that it may create the only land
in Newport Beach entitled for a major hotel without a General Plan limit on the
allowed number of hotel rooms.
2. The entitlement request described in the previous comment appears to be incorrectly
analyzed in the draft EIR.
a. Footnote 3 on page 5.5-22 (regarding TrafficlCirculation) says that analyzing the
impacts of the hotel use alone is sufficient because "Residential and commercial land
uses would generate slightly fewer trips than the hotel use when considering the mix
of land uses." However, the preparer of the EIR seems not to understand the project
that the decision making bodies are being requested to be approved allows the hotel
and the dwelling units and the unlimited municipal facilities, all on the subject site at
the same time.
b. As a result of that misunderstanding, the only analysis of the impacts of the 99
dwelling units I am able to find is in Section 7.3 (as the "Mixed Use" Alternative),
where the dwelling units are treated as a potential development separate from (and
without) the hotel. Since Table 7-4 concludes that even as a separate project the
impacts of 99 dwelling units would be equal to or greater in every category
considered when compared to those generated by the hotel, surely the two built
together, not to mention along with an unlimited amount of municipal facilities, will
generate a level of impacts that is not disclosed in the draft EIR.
c. I am unable to find any analysis of the impact of retaining and adding unlimited
municipal facilities to this site, as the requested land use change would permit. Does
the baseline include unlimited municipal facilities?
7-1
7-2
Lido House EIR comments - Jim Masher
Page 2 of 2
3. The fifth bullet point on page 2-3 directs the reader to Section 7.0 (Alternatives) for
"Consideration of a hotel of similar capacity with accommodations to lower cost visitors and
a hotel respecting the constraints of the 35-foot Shoreline Height Limitation Zone."
a. I find there an Alternative 2 — "Reduced Density" Altemative which consists of a
three -floor 108 room hotel with "the same basic building footprint, architecture, open
space areas, and vehicular access as the proposed project." But I am unable to find
anything in the description of that alternative which ensures the design being
considered would fall within the 35-foot height limitation.
b. I am unable to find anything in Section 7.0 about a design that would accommodate
lower -cost visitors — or what changes in impacts would be associated with
accommodating lower -cost visitors. The only discussion of that issue I am able to
find is in Table 5.1-3, where the hotel project, as proposed, is simply declared to be
"consistent" with Coastal Land Use Plan Policy 2.3.3-1.
4. 1 was surprised to notice the first bullet point on page 5.1-13, which seems meant to imply
the Lido Village Design Guidelines encourage "increased building heights on the City Hall
Site."
a. My recollection of the Neighborhood Revitalization process is that the Citizens
Advisory Panel that helped shape the Design Guidelines was told to treat the City
Hall site as a "write hole," the details of whose future use and development would be
determined by some other process, and that they should not attempt to define or limit
it.
b. As a result, the only reference to the "City Hall Design Area" I can find is on pages 2-
12 and 2-13 of the Design Guidelines, which deal only with desirable "Edge
Conditions." "Vertical elements" along the street -facing edge are suggested as an
opportunity for way -finding and orientation. I would not interpret that as a mandate
for increase building heights — certainly not for buildings exceeding the Shoreline
Height Limitation.
c. Whatever the intent of the Design Guidelines may be, as noted by California Coastal
Commission staff in their comments on the Notice of Preparation (Section 11.1 ), the
Guidelines -- for the City Hall site or for Lido Village in general — have never been
reviewed or certified by the Coastal Commission as to compliance with the Coastal
Act.
T3
T4
City of Newport Beach
Lido House Hotel
Environmental Impact Report
7. RESPONSES TO COMMENTS FROM JIM MOSHER, DATED JUNE 13, 2014.
7-1 Development of the project site would be limited to the maximum density/intensity limits
identified by the proposed entitlements, if approved. More specifically, development of the
project site would be limited to 99 dwelling units and 15,000 square feet of commercial uses
or a 99,625 square foot hotel, or any combination of dwelling units and hotel rooms
provided it does not exceed 99 dwelling units or 99,625 square feet of hotel use. Although
the proposed entitlements (General Plan Amendment, Coastal Land Use Plan Amendment,
and Zoning Code Amendment) would allow for a combination of commercial, visitor
accommodations, residential and/or civic uses on the project site, the development potential
would be limited by the height limitations, building setbacks, parking, and other
development standards. Therefore, development of the site would not be unlimited. In
addition, any development proposed at the site would be reviewed for consistency with the
various regulatory documents, including the Newport Beach Local Program Coastal Land
Use Plan and Newport Beach General Plan.
The project site is currently being considered for development of a 99,625 square foot hotel
and is therefore analyzed within the Draft EIR. The project objectives support development
of the site with the boutique hotel use, as proposed.
7-2 As stated, although the proposed entitlements (General Plan Amendment, Coastal Land Use
Plan Amendment, and Zoning Code Amendment) would allow for a combination of
commercial, visitor accommodations, residential and/or civic uses on the project site, the
maximum development potential would be limited by the height limitations, building
setbacks, parking, and other development standards. Therefore, development of the site
would not be unlimited. In addition, any development proposed at the site would be
reviewed for consistency with the various regulatory documents, including the Newport
Beach Local Program Coastal Land Use Plan and Newport Beach General Plan. The project
site is currently being considered for development of a 99,625 square foot hotel with no
residential use and is therefore analyzed within the Draft EIR. Any modifications to the
proposed project, as considered within the Draft EIR, would be reviewed in the context of
the proposed hotel development in accordance with CEQA Guidelines Section 15162. If
necessary, subsequent environmental analysis would be prepared to address any future
project modifications.
The project site is currently developed with municipal facilities. The No Project/No Build
Alternative represents development of the project site with municipal facilities. Although
municipal facilities would not be restricted or included in any development limit that is
identified for residential, commercial, and hotel uses, development of the project site would
be limited by the height limitations, building setbacks, parking, and other development
standards. Therefore, development of the site with unlimited municipal facilities is not an
accurate assessment of the development potential of the site and CEQA does not require an
analysis of speculative development. Should the proposed hotel project be abandoned in the
future for some unknown reason and should the City choose to propose a different
Final • August 2014 2-21 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
municipal project, subsequent environmental analysis would be prepared to address that
future project.
7-3 The Reduced Density Alternative would reduce the overall height of the building to be
consistent with the current height limitation. An Alternative to provide lower -cost visitor
facilities is not specifically identified, as the project would be consistent with the Coastal
Land Use Plan Policy 2.3.3-1, as concluded on page 5.1-23 of the Draft EIR. As discussed
on Draft EIR page 5.1-23, although the project does not include limited use overnight
accommodations, the project would not eliminate or interfere with lower -cost visitor or
recreational facilities within the area. To the extent that there is an impact to lower -cost
accommodations, the City will create a lower -cost accommodation improvement grant
program where existing or proposed developments could provide expanded opportunities
for lower -cost overnight visitor accommodations or recreational uses. In addition, the
project would provide public recreational opportunities within public open space areas,
pedestrian paths, landscape areas, and other amenities along Newport Boulevard and 32nd
Street.
7-4 The bullet points identified on page 5.1-13 of the Draft EIR, as referenced in the comment,
are directly restated from page 2-4 of the Lido Village Design Guidelines, December 2011,
which identifies the goals for the City Hall site.
The comment is correct that page 2-12 and 2-13 of the Lido Village Design Guidelines
addresses City Hall edge conditions. However, as stated, page 2-4 of the Lido Village Design
Guidelines identifies specific goals for City Hall, which includes "Provide for increased
building heights on the City Hall Site with emphasis on mixed use zoning". It should be
noted that the Design Guidelines establishes these goals and provide non -regulatory design
guidance only. Implementation of the Design Guidelines occurs through approval of
development consistent with the Design Guidelines when consistent with applicable General
Plan, Coastal Land Use Plan, and Coastal Act policies.
The comment is correct in that the Lido Village Design Guidelines have not been reviewed by
the California Coastal Commission. The proposed project would be reviewed by the
California Coastal Commission (CCC) for conformance with the Coastal Act, as the project
would require an amendment of the City's Certified Coastal Land Use Plan and a Coastal
Development Permit (CDP).
Final • August 2014 2-22 Response to Comments
COMMENT LETTER 8
P A U L
HASTINGS
1(415) 855-7000
gardonhart.paolhastincls corn
buckendernannQoau Ihastings. core
June 13. 2014
Via Email: jcalnpbell@newportbeachca.gov
Via UPS Overnight
Mr James Camptell Principal Planner
City of Newport Beach
Community Development Department
100 Civic Center Drive
Newport Beach. California 92660
J&GEiVED 9 j,
COMMUNITY
,JUN 13 2014
Cs DEVELOPMENT •�
Cr
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CF ►VewPoo 0
Re: Comments of Lido Partners on the Draft Environmental tmpact Report for the Lido
House Hotel dated April 28, 2014
Dear Mr. Campbell
We represent Lido Partners, the owner of the Via Lido Plaza property situated immediately north
of the proposed Lido House Hotel development ('Project") We appreciate the opportunity to comment on
the Draft Environmental Impact Report for the Project dated April 28, 2014 ("Draft EIR") In contrast to the
original site pian submitted by the Project Applicant to the City of Newport Beach ("CiV) in July 2013,
the Project now includes the closure of an alley that runs northisouth and connects Via Lido Plaza with
32nd Street (the'-32nd Street Alley"). As explained in this Firm's comments on the Notice of Preparation
dated December 5, 2013, the 32nd Street Alley is very important to Lido Partners. as it provides the only
access for large fire, safety and delivery vehicles to Via Lido Plaza,
The Draft EIR is legally deficient because it fails to adequately analyze several impacts related to
the closure of the 32nd Street Alley These deficiencies include;
Failing to analyze a feasible alternative that would retain the Alley and fulfill most or all of
the Project's objectives;
Providing an inadequate project description by inaccurately describing the ►mportance
and role of the 32nd Street Alley, in a manner that is unclear and misleading;
• Incorrectly stating that Via Lido Plaza wv ll retain adequate emergency access after the
Alley is closed;
• Falling to analyze the Impacts arising from displaced delivery truck traffic and parking,
Ignoring the Projects conflicts with local land use plans that control traffic, parking, and
protect existing neighborhood land uses,
'City of Newport Beach City Council Staff Report; July 9, 2013. Agenda Item No 13 at 3, (hereinafter
'City Council Staff Report July 9, 2013"), available at
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8-1
Paul Hastings (.� 155 5ec*nd Street i TWerdy-Fourth Fl= I San Franks . CA 84ID5
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PAUL
HASTINGS
June 13, 2014
Page 2
• Failing to analyze the potential physical changes to the environment arising from the
economic impacts of closing the 32nd Street Alley.
In addition, the Draft EIR suffers from broader legal deficiencies. The Project's Traffic Impact
Analysis and Parking Study are inadequate because they contain numerous technical errors and fail to
account for obvious Project impacts. The Draft EIR also fails to adequately describe and analyze the
impacts arising from the demolition of old City Hall and the construction of the Project, and impermissibly
defers mitigation of the significant impacts of the construction and demolition activities.
I. BACKGROUND OF VIA LIDO PLAZA AND THE 32ND STREET ALLEY
Via Lido Plaza, located at 3415 Via Lido, Newport Beach, California 92663, has been
continuously operated as a commercial center since the late 1930s. It lies at the heart of Lido Village,
described by the City as "the primary thematic gateway for Newport Beach's Balboa Peninsula ."z Like the
Project, which proposes to redevelop the adjacent former City Hall complex into a boutique hotel and
mixed use facilities, Via Lido Plaza plays a crucial role "to revive Lido Village as a vibrant destination, and
mixed -use entertainment hub for surrounding neighborhoods such as Lido Island, West Newport, Balboa
Peninsula, and Greater Newport Beach."3
Vehicles can access Via Lido Plaza from three entrances: two tight driveways off Finley Avenue
and Via Lido, and the 32nd Street Alley that connects Via Lido Plaza with 32nd Street to the south. The
32nd Street Alley has been in continuous use as an access to Via Lido Plaza for at least 75 years. For at
least the past thirty years, the City has approved site plans, building permits, conditional use permits, and
other approvals and entitlements related to the development and use of the Via Lido Plaza property,
allowing delivery trucks to access Via Lido Plaza through the 32nd Street Alley. The City has filed a legal
action to challenge Lido Partners' claim that it has an irrevocable license or an equitable easement in the
32nd Street Alley. The legal deficiencies in the Draft EIR identified below do not turn on whether a
license or easement exists, and are distinct from the legal claims at issue in the litigation.
Because the configuration of Via Lido Plaza effectively prohibits large vehicles from entering Via
Lido Plaza through Finley or Via Lido, continued access to the 32nd Street Alley is critical for the
continued operation of the property. The width, length and limited turning radius of large fire, safety, and
delivery trucks prevent them from successfully executing the quick double turn from Newport Boulevard to
Finley Avenue and then into Via Lido Plaza, or entering the property on Via Lido
It is not practicable to modify the Finley or Via Lido entrances so that they could accommodate
large vehicle access. Even if it were possible, such modifications would be extensive and expensive, and
would likely require removing a substantial number of parking stalls. This would result in insufficient
parking spaces for the Via Lido Property to meet City requirements. Routing deliveries or emergency
services through the Finley entrance would also have the potential to seriously disrupt pedestrian traffic
2 City of Newport Beach, Lido Village Design Guidelines at 2-1 (December 2011) ("Lido Village Design
Guidelines").
3 Lido Village Design Guidelines at 2-1.
4 See Attachment A, Via Lido Plaza: Without 32nd Street Access (hereinafter "Attachment A"). As
depicted on Attachment A, large trucks cannot enter on Via Lido or Finley without hitting the existing
hardscaping and landscaping.
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June 13, 2014
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and operations at the proposed Lido House Hotel, due to large vehicles having to execute two tight turns
in the proximity of the hotel entrance, restaurant, and valet facilities.5
In contrast, large trucks have been using the 32nd Street Alley to access Via Lido Plaza for
decades. Closing the 32nd Street Alley will seriously impair Via Lido Plaza's ability to contribute to the
vibrant development of Newport Beach. If emergency vehicles and delivery trucks cannot access Via
Lido Plaza, the property becomes much less attractive to potential tenants. The Project will also displace
vehicle traffic that routinely uses the 32nd Street Alley onto adjacent City streets, and could negatively
impact area parking.
II. LEGAL DEFICIENCIES RELATED TO THE CLOSURE OF THE 32ND STREET ALLEY
A. The Draft EIR Fails to Analyze An Alternative That Preserves Access to Via Lido
Plaza Through the 32nd Street Alley
California Public Resources Code section 21002.1(a) requires an EIR "to identify alternatives to
the project" and "indicate the manner in which ... significant effects can be mitigated or avoided." The
California Environmental Quality Act ("CEQA") Guidelines at 14 California Code of Regulations, section
15126.6 expand on this duty, requiring an EIR to "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," even if those
alternatives would impede attainment of project objectives to some degree or would be more costly,s In
Watsonville Pilots Assn. v. City of Watsonville, the court stated that "the purpose of an alternatives
analysis is to allow the decision maker to determine whether there is an environmentally superior
alternative that will meet most of the project's objectives," and that "the key ... is to identify alternatives
that meet most of the project's objectives but have a reduced level of environmental impacts."'
Here, an obvious Project alternative would be a hotel development that creates synergies with
Lido Village's existing commercial centers, and lessens significant impacts by preserving emergency and
delivery vehicle access through the 32nd Street Alley. As more thoroughly discussed below, preserving
Alley access would decrease the Projects significant impacts related to traffic, emergency access, and
inconsistency with applicable land use plans. Preserving access for delivery and emergency vehicles
would avoid a situation where Via Lido Plaza would become unattractive to commercial tenants, which
could lead to a chain of vacancies and urban decay. Keeping the 32nd Street Alley would obviate the
need to modify the Plaza's other entrances (which would exacerbate parking impacts), and continuing to
route emergency and delivery traffic through the Alley would reduce traffic, noise, air quality, and
greenhouse gas (°GHG") impacts when compared to the Project. Such an alternative would more
faithfully adhere to the City's land use plans that promote responsible development and protect existing
property uses contributing to the economic development of Lido Village.
The Draft EIR recognizes that such an alternative is feasible, but inexplicably fails to evaluate it:
"[t]he App#icant has also investigated the feasibility of in6uding an access gate that would only be open to
use by delivery vehicles to and from Via Lido Plaza ... [a]lthough the installing [sic] this access gate has
s See Attachment A.
14 CCR § 15126.6(a), (b).
r 183 Cal, App. 4th 1059, 1089 (2010),
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June 13, 2014
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proven feasibly [sic], it is not under consideration ...." 8 Among the Project's several goals and objectives
include revitalizing Lido Village (which includes Via Lido Plaza) by "creating a catalytic development
consistent with the Lido Village Design Guidelines that enhances economic activity and contributes to
Newport Beach's reputation as a premier destination for shopping .. .."9 The Project's pedestrian -
oriented, boutique hotel development seeks to benefit residents and visitors through shopping,
entertainment, and public space features.'° The final Project objective is to create City revenue through
lease payments and a transient occupancy tax." All these goals and objectives can be accomplished by
a Project alternative that envisions a boutique hotel development and preserves the 32nd Street Alley.
Indeed, the site plan presented to the City Council on July 9, 2013 by the hotel developer preserved the
32nd Street Alley.12 Even if accommodating the Alley would result in a hotel footprint that is slightly
smaller, there is no reason why such an alternative was not considered. The Draft EIR has already
analyzed a "reduced density" hotel alternative that would include 108 hotel rooms, rather than the
proposed Project's 130 rooms.13 The Draft EIR found that the Reduced Density Alternative "fulfill[s] all of
the project's objectives," but has only a single downside, relative to the Project —it creates a little less City
revenue through lease payments and taxes.14 This strongly suggests that Project goals will continue to
be met by scaling hack the project minimally to accommodate Via Lido Plaza's use of the 32nd Street
Al ley.
Preserving the 32nd Street Alley would not unreasonably complicate hotel development or issues
surrounding on -site parking. According to the Draft EIR, allowing emergency and delivery vehicles to
access Via Lido Plaza through the Alley might cost the Project two or three off-street parking stalis.15
This is not substantial, given the fact that the Project already proposes on -site parking capacity that is
insufficient under the City ordinance; the Draft EIR requires the Project to provide an additional 16 public
parking spaces at an off -site location.16 At the same time, the Draft EIR also recognizes that "[i]t is not
anticipated that the hotel would require more than the 148 [on -site] parking spaces proposed, with the
exception of nights with banquet usage.",W
In sum, it is feasible for the hotel development and 32nd Street Alley to coexist, with the hotel
continuing to fulfill Project objectives and the Alley strengthening other Project objectives, such as
contributing to the City's reputation for shopping. Failing to analyze a feasible alternative that preserves
the 32nd Street Alley compromises the entire Draft EIR under CEQA. For instance, in Watsonville Pilots
Association, the court held that the City of Watsonville violated CEQA because the EIR failed to analyze a
reduced development alternative that met project objectives, but avoided or lessened environmental
impacts.l8 The Draft EIR should therefore evaluate a new alternative (or revise and clarify the Reduced
Density Alternative) that preserves the 32nd Street Alley, reduces traffic and parking impacts, promotes
greater consistency with local land use plans and policies, and preserves the economic viability of Via
s Draft EIR at 3-14.
s Id. at 3-18.
1v Id.
„ ld.
12 City Council Staff Report, July 9, 2013 at 3.
13 See Draft EIR at 7-16 to 7-21.
14 Id. at 7-21, 7-28.
1� Id. at 3-14, 5.5-47,
16 Id. at 5.5-47.
" Id. at 5.5-48.
'$ 183 Cal. App. 4th at 1089-90.
R&I
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RM
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Lido Plaza by ensuring adequate delivery and emergency access. Furthermore, the City should select
this alternative as the environmentally superior alternative, and modify the Project accordingly. This 8-5
modification would meet all of the Project's objectives and would both revitalize former and accommodate
existing land uses that continue to play an important role in the redevelopment of Lido Village.19
B. The Project Description is Inadequate Because the Description of the Role of the
32nd Street Alley is Unclear and Misleading
Title 14 of the California Code of Regulations, section 15124 requires that a Draft EIR include a
project description containing specific information about the project so that decision -makers and the
public can understand the full scope of the project and its related impacts.20 In Santiago County Water
Lust. v. County of Orange, the court held an EIR inadequate where it failed to describe key components of
a mining project, which had the effect of masking the true extent of the project's environmental impacts.21
Here, the Draft EIR glosses over the very important fact that the Project will close the 32nd Street
Alley and take away related property rights that have been continuously used and have served adjacent
properties for many decades. The Draft EIR inaccurately states in the Traffic section that °[t]he project
would not require the complete closure of any public or private streets or roadways during construction." 22
The EIR obliquely and misleadingly references the closure of the 32nd Street Alley by stating that at
some undefined point during "project implementation" the Project would close an "existing driveway" used
only by Via Lido Plaza delivery trucks.23 Implying that the 32nd Street Alley is simply a private driveway is
inaccurate; the Alley was first dedicated for public use in 1927, came under City ownership in 1946, and
has continued to be used for decades thereafter_ Although the Draft EIR states that the Alley has been
historically gated,24 the gate was installed only about 14 years ago, and throughout that period it has
routinely been opened by truck drivers making deliveries to Via Lido Plaza. Furthermore, the gate has
remained continuously open for at least the last two years, because of the closure of the old City Hall.
The Draft EIR's failure to openly disclose the role of closing the 32nd Street Alley stands in stark
contrast to the City's statements made in court filings in its lawsuit to quiet title to the Alley. In those
papers, the City has asserted that clarifying its right to close the Alley is necessary for the proposed
Project to proceed.25 Failing to include the Alley's closure in the project description affects the rest of the
Draft EIR's analysis, and precludes a full analysis of the associated impacts that arise from that closure.
19 See Draft EIR at 7-21 (stating how a reduced density alternative would "attain all of the project's
objectives").
20 Dry Creek Citizens Coalition v. County of Tulare, 70 Cal. App. 4th 20, 26 (1999).
21 118 Cal. App. 3d 818, 829-30 (1981).
22 Draft EIR at 5.5-40,
23 Id.
24 Id.
25 See Complaint ¶ 14, City of Newport Beach v, Lido Partners, No. 30-2014-00715029-CU-OR-CJC
(Compl. filed Apr. 7, 2014).
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C. The Draft EIR Inadequately Analyzes the Impact of the Closure of the 32nd Street
Alley on Emergency Access
The Draft EIR states that the Newport Beach Fire Department "has evaluated the permanent
closure of [the 32nd Street Alley] and determined that the closure would not affect emergency
access ... ,"?s In fact, however, emergency access for Via Lido Plaza will be severely compromised, and
the Draft EIR ignores the potential impacts to the existing Fire Station to the east of the Project that could
affect emergency service across the City.
Under the CEQA Guidelines, a project may create a significant adverse environmental impact
with respect to transportation or traffic if it substantially increases hazards due to a design feature or
results in inadequate emergency access.?' The Circulation Element of the City's General Plan requires
projects to ensure efficient and safe access for emergency vehicles,?e
To assist with its review of fire, safety, and emergency access issues, Lid❑ Partners engaged Fire
Protection Planner Dana Kemper of Firesafe Planning Solutions to review the Draft EIR and additional
Project -related materials. Mr. Kemper's conclusions are attached to this comment letter as Attachment C.
and are incorporated by reference herein. The major deficiencies in the Draft ElR's analysis on
emergency access include the following:
S-7
• Closing the 32nd Street Ailey will limit effective emergency access to Via Lido
Plaza. Closing the 32nd Street Alley will eliminate the fastest and most feasible way for
fire and safety vehicles to respond to an emergency at Via Lido Plaza. Via Lido Plaza will
only be accessible by Via Lido, and would be entirely inaccessible through the Finley S"a
Avenue entrance .29 The Draft EIR has made no effort to quantify the adverse impacts
resulting from impaired or delayed emergency access to Via Lido Plaza.
Via Oporto does not meet City standards for a fire apparatus access roadway. The
Draft EIR incorrectly states that access to the Fire Station can be accommodated along
Via Oporto.30 Under the Newport Beach Fire Department Guidelines, a street with
parking on both sides, like Via Oporto, must be at least 36 feet wide to provide sufficient
fire access_ Via Oporto does not fit this guideline for street widths and should not be
considered an access point into the Fire Station. While the Fire Station`s engine and
truck can use the front entrance facing 32nd Street, the paramedic unit must access the
rear of the Fire Station, which, under the Project, would no longer be possible from any
point except Via Oporto.31 The Draft EIR must be revised to account for access to the
2s Draft EIR at 5.5-40, see also id. at 5.5-51 to 5.5-52; 5.10-17; 5.12-28.
27 Draft EIR at 5.5-19; see also CEQA Guidelines, Appendix G, XVI.(d), (e). Appendix G is an
environmental checklist that agencies use to determine whether a project will have a significant effect on
the environment and whether it is necessary to prepare a negative declaration or an EIR. 14 CCR
a 15063(f -
e City of Newport Beach General Plan, Circulation Element at 7-14 (hereinafter "Circulation Element"),
zs Attachment C, Letter from D. Kemper, Firesafe, to G. Hart, Paul Hastings LLP, dated June 13, 2014,
regarding Comments to the Lido House Hotel Draft EIR at 2 (hereinafter "Attachment C").
36 Draft EIR at 5.10-17.
31 See Attachment C at 1.
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Fire Station being limited to one access point, and analyze and mitigate the impacts to
the paramedic unit. Depending on the size of the emergency vehicle, access may not be 8-9
possible through any other entrance.32
Limiting access to the Fire Station to 32nd Street could delay the City's ability to
respond to emergencies. The Project proposes to modify certain features of the Fire
Station property, which will compromise the City's ability to respond to emergencies.
Eliminating the Alley will render the Fire Station's rear entrance unusable for large
vehicles. Fire trucks will no longer be able to travel up the Alley and pull in the rear of the
building, which is considered a safer way to park fire trucks. Instead, fire trucks will now
have to back into the Fire Station from 32nd Street, thereby clogging traffic and creating
noise disturbances from back-up alarms. Additionally, if the Fire Station's bay door failed
in the down position, the engine and truck would need to back out of the rear doors. It is
unlikely this maneuver could be accomplished without moving all of the firefighters'
private vehicles in the rear parking lot. Further delays could result if a paramedic was on
call (and unavailable) during an emergency that necessitated the moving of his or her
vehicle.'
The 32nd Street access to the Fire Station is unsafe. Project modifications to 32nd
Street will make it less safe for use by fire and passenger vehicles. First, the Project will
"narrow" 32nd Street from approximately three lanes to two lanes, leaving less room for
fire trucks to get in and out of the Fire Station .34 Second, the Project's landscaping
improvements (trees, etc.) will reduce the line -of -sight between vehicles traveling on
32nd Street andd fire trucks entering or exiting the Fire Station.35 Finally, because the
hotel plans to route its own large delivery trucks through the narrow gated access
immediately west of the Fire Station,36 32nd Street will suddenly have to accommodate
Project delivery trucks, fire trucks, and passenger traffic making a series of delicate
maneuvers in a narrowed street, within approximately 150 feet of each other.
D. The Draft EIR Fails to Analyze, and Mitigate, the Impacts of the 32nd Street Ailey
Closure on Displaced Delivery Truck Traffic and Reduced Parking at Via Lido Plaza
and the Fire Station
The validity of an EIR "depends in large part upon whether it provides the information necessary
for the [lead agency] and the public to understand the nature and environmental consequences of the
Project ."37 Title 14, California Code of Regulations section 15126.4(a)(1) requires a draft EIR to "describe
32 See Attachment A.
33 Attachment C at 2.
34 ld. at 2.
3s Id. at 3.
35 See Lido House Hotel, Service Access Analysis, available online in Lido House Hotel folder on City's
website, Lido House Hotel subfolder, Sheet 14 (Liao House Hotel folder available starting at
http://www.newportbeachca-gov/index.aspx?page=l 347).
37 Napa Citizens for Honest Gov v_ Napa County Bd. of Supervisors, 91 Cal. App, 4th 342, 356 (2001).
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feasible measures which could minimize significant adverse impacts" attributable to a project.38 The Draft
EIR fails to account for the traffic, parking, noise, air quality, GHG and other impacts that will arise when 8-12
delivery and emergency vehicles are forced to access Via Lido Plaza through alternate means after the
32nd Street Alley is closed.
The Draft EIR's Traffic Impact Analysis evaluates trip generation rates arising from the Project's
proposed hotel use only, and does not analyze extra traffic attributable to large emergency and delivery
vehicles displaced from the 32nd Street Alley.39 This oversight is particularly critical considering that the
Draft El recognizes that the Project will cause the largest increase in traffic at the intersection of
Newport Boulevard and Finley Avenue —congestion that will be further exacerbated if emergency and
delivery trucks are also forced to use the NewportlFinley intersection to access Via Lido Plaza. Failing
to account for increased emergency and delivery truck traffic on surrounding streets and intersections will
necessarily require a revised analysis of other CEQA elements, such as noise, air quality and GHGs.
The Draft ElR's finding of a "less than significant impact" with respect to "hazards due to a design
feature ... or incompatible uses" fails to consider the significant impacts on safety and traffic that would
occur at Via Lido Plaza.41 Forcing large vehicles to use the Finley or Via Lido entrances to Via Lido Plaza
would snarl traffic in several respects. Via Lido is the only road connecting the City with Via Lido Isle,
which is home to approximately 1,800 City residents. As presently configured, the Via Lido driveway is
too small to accommodate the entry of large trucks.42 There is also no traffic signal at the Via Lido
entrance, and trucks turning out of Via Lido Plaza would have to make wide swings, disrupting passenger
vehicles in the Plaza driveway and blocking or delaying traffic on Via Lido in both directions .4 The Finley
entrance is simply too tight for a large truck to negotiate, and even if the driveway was modified, threading
a large truck from Newport, on Finley, and into Via Lido Plaza would interfere with guests arriving and
leaving the proposed Lido House Hotel.44 Even if a truck could access Via Lido Plaza through Finley, it
would have no choice but to exit on Via Lido, compromising Newport, Finley, and Via Lido.4
Closing the 32nd Street Alley will also likely affect area parking in ways that the Draft E I R fails to
consider. Substantially modifying Via Lido Plaza's remaining entrances to safely accommodate the
reduced maneuverability of large vehicles (even assuming that is possible) would likely eliminate existing
parking stalls. This could place Via Lido Plaza out -of -compliance with City parking regulations and
require additional off -site parking. The proposed Project also appears to reduce parking at the Fire
Station from 14 spots down to approximately 7 spots, which will force Fire Department staff and visitors to
find parking elsewhere. Eliminating side street parking on Via Oporto (to accommodate the new Fire
Station entrance) requires City Council action, which the Draft El does not appear to consider. The
38 See also Cal. Pub. Resources Code § 21002 (declaring policy of California that public agencies "should
not approve projects as proposed if there are feasible alternatives or feasible mitigation measures
available which would substantially lessen the significant environmental effects of such projects[.]").
39 See Draft El at 5.5-22 to 5.5-23; Traffic Impact Analysis at 9-10.
40 See Draft El at 5.5-24, Table 5.5-8; Traffic Impact Analysis at 11.
41 Draft E I R at 8-7 to 8-8; see Attachment B, Letter from S. Bhattacharjee, P.E., Translutions, Inc. to G.
Hart, Paul Hastings LLP, dated June 12, 2014, re: Review of Environmental Impact Report for Lido House
Hotel at 1 (hereinafter "Attachment B").
42 See Attachment A.
43 id
44 Id,
45 Id
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Draft EIR fails to recognize the significant impacts resulting from decreased parking at Via Lido Plaza and
the Fire Station, and fails to make any attempt to mitigate these significant impacts or determine that such 8-15
mitigation is infeasible.
E. The 32nd Street Alley Closure Causes the Project to Conflict With Applicable Land
Use Plans
The Project Causes Traffic and Parking Impacts That Conflict with
Applicable Land Use Plans
Project approvals and findings that are inconsistent with applicable land use plans can result in
significant environmental impact8.46 According to Pfeiffer v. City of Sunnyvale City Council, an EIR must
"identify and discuss any inconsistencies between a proposed project and the governing general plan.A7
The City's General Plan contains several goals and policies related to traffic and parking. The
Land Use Element provides that "[N]ew development shall be coordinated with ... standards for
acceptable traffic level of service.n48 According to the Circulation Element, "the City needs to control and
limit truck traffic to minimize the noise and other impacts on residents, avoid undue damage to
infrastructure and minimize the potential for traffic congestion.n49 Goal 1.3 further aims far',[gruck routes
that support goods movement to and from land use in the City while minimizing adverse impacts to
residents or businesses," and follows with related policies to ensure trucks stay off residential streets by
providing appropriately designed and maintained roadways to safely accommodate truck travel. so City
policy further aims to "[i]mprove and enhance the aesthetic quality of alleys without impacting service
access."51 Regarding parking, the Land Use Element, the Circulation Element, and the City's Local
Coastal Program Land Use Plan all require new developments to provide adequate parking conveniently
located to serve tenants, business patrons, guests and visitors.52
Here, removing access through the 32nd Street Alley and rerouting truck traffic to City streets
conflicts with applicable land use plans. The Project would cause increased traffic throughout Lido
Village and (by decreasing parking at Via Lido Plaza and the Fire Station) limit the amount of parking in
an already congested area of the City. Truck traffic displaced to Finley, Via Lido, or Newport Boulevard
will increase noise and traffic impacts near primary and secondary pedestrian corridors identified and
protected by the Lido Village Design Guidelines.5 Rather than enhancing the quality of the 32nd Street
Alley, the Project would erase it altogether, forcing more truck traffic onto surface streets. Simply put, the
46 See CEQA Guidelines, Appendix G, Section lx (land use and planning); Draft EIR at 5.1-13. See also
Endangered Habitats League v. County of Orange, 131 Cal. App. 4th 777, 798 (2005) (finding El
inadequate because it did not analyze traffic in accordance with particular method specified by general
plan).
47 200 Cal. App. 4th 1552, 1566 (2011) (citations and emphasis omitted).
48 City of Newport Beach General Plan, Land Use Element at 3-9 ("Land Use Element')_
49 Circulation Element at 7-7.
50 Circulation Element at 7-12.
51 Land Use Element at 3-56.
52 Land Use Element at 3-58; Circulation Element at 7-29; City Coastal Land Use Plan at 2-78_
53 Lido Village Design Guidelines at 2-6 to 2-7 (highlighting pedestrian corridors).
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effects associated with closing the 32nd Street Alley run contrary to nearly all of the City's policies related 8-16
to traffic and circulation.
Additionally, the Draft E€R's Parking Study concluded that the total parking spaces needed to
adequately serve the Project is 152 space5.54 But the Project plans on providing only 148 off-street
parking spaces, which conflicts with the City's General Plan and Coastal Land Use Plan requiring
adequate parking_55 If Via Lido Ptaza is forced to eliminate its own parking spaces to accommodate
emergency and delivery access, Lido Village's parking shortfalls will be even further exacerbated. As
recognized by the City's land use plans and related policies, it is unreasonable for adjacent property
owners like Lido Partners to bear the brunt of parking impacts caused by the Project. Because the
Project's significant traffic and parking impacts conflict with applicable land use plans, they accordingly
require further analysis and mitigation in the Draft EIR.
2. The Project's Closure of the 32nd Street Ailey Conflicts With Existing Land
Use Plans and Permitting Ordinances Designed to Protect Adjacent
Property Uses
The City has stated that the Project's goal is to revitalize Lido Village in such a way that
"enhances economic activity."56 But the Project will create a significant adverse economic impact on Via
Lido Plaza, particularly the anchor tenant of West Marine, conflicting with applicable land use plans and
City ordinances that protect land uses of existing property owners. The Draft EIR fails to analyze or
mitigate the significant impacts caused by these conflicts.
Under the City's General Plan, the City requires that "new development within existing
commercial districts centers and corridors ... complement existing uses."57 Policy LU 3.2, titled "Growth
and Change," allows for "re -use and infill with uses that are complementary in type, form, scale and
character" with existing neighborhoods and districts,58 "[B]uildings and properties [should] be designed to
ensure compatibility within and as interfaces between neighborhoods, districts, and corridors."59 The City
also aims to "[a]ccommodate uses that maintain or enhance Newport Beach's fiscal health and account
for market demands, while maintaining and improving the quality of life for current and future residents."GO
The City seeks to "[e]ncourage a local economy that provides adequate commercial, office, industrial, and
marine -oriented opportunities that provide employment and revenue to support nigh -quality community
services."61 Marine -related uses along the bay front are encouraged, and new developments should
"avoid impacts to existing coastal -dependent and coastal -related developments;" in such a case, "full
consideration" must be given to land uses on adjacent properties .s2 Two "cornerstones" of the Lido
Village Design Guidelines are to "[p]romote connectivity throughout the Village" and to "Ic]onsider
economic realities and viability."fib Under the Design Guidelines, one of the specific goats for the City Hall
54 ❑ raft EIR at 5.547.
s5 Id.; see also City Coastal Land Use Plan Policy at 2-78.
5s Draft EIR at 3-18.
57 Land Use Element at 3-54.
sa Id. at 3-9.
sa Id. at 3-61.
50 Id. at 3-7,
s1 ld. at 3-6.
&2 ld. at 3-10.
sa Lido Village Design Guidelines at 2-2
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HASTINGS
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site (where the Project is proposed to be built) is to "maximize[] value without compromising existing
owners and their tenant mixes."64 8-18
Further protection is afforded by City ordinances regulating the issuance of Planned Development
Permits and Site Development Reviews, which the Project will require to proceed.55 For a Planned
Development Permit, the City would have to determine that the project, as conditioned, "will not have a
substantial adverse effect on surrounding properties or allowed uses."56 During Site Development
Review, the City must "ensure safe and convenient access and circulation for pedestrians and vehicles,' 7
and find that a proposed development is "[n]ot detrimental to the harmonius and orderly growth of the
City, nor endangers, jeopardizes, or otherwise constitutes a hazard to the public
convenience.... interest, .. , or general welfare of persons residing or working in the neighborhood of
the proposed development."s$
The Project also conflicts with the City's General Plan, Lido Village Design Guidelines, and
permitting ordinances because it will compromise the existing use and layout of Via Lido Plaza, which
depends on the 32nd Street Alley for financial viability and public safety. Delivery and emergency access
for Via Lido Plaza is very important, whether the tenant is West Marine (as it is now) or a grocery store
(as it was for several decades, and could be again in the future). For a large commercial center, having
the flexibility to accommodate several potential uses is key to servicing the Newport Beach community,
particularly where the area's character is changing (e.g., new residential development is being
constructed nearby on Via Lido"). The Draft EIR fails to consider that closing the Alley will disadvantage
West Marine, a maritime goods store that services the marine uses along the bay front. Without sufficient
delivery access, the Project would also severely limit the ability of Via Lido Plaza to host a grocery store
or any other large-scale business that caters to growing residential use or would be attractive to hotel and
beach guests. As demonstrated above, the Project will also impair emergency access to Via Lido Plaza,
which will seriously concern tenants and prospective tenants. Because adjacent commercial centers are
protected by the City's land use plans, policies, and development ordinances, the Draft EIR must
thoroughly analyze and mitigate the significant impacts caused by the Project's effect on adjacent and
maritime -oriented property uses.
F. The Draft EIR Fails to Analyze or Mitigate the Significant Physical Changes From
Economic Impacts on Via Lido Plaza That Will Result From Closing the Alley
Under 14 California Code of Regulations, section 15064(e), when a project's economic or social
effects cause an adverse physical change to the environment, this change is to be disclosed and
regarded as a significant effect in the same manner as any other physical change resulting from the
project. According to Citizens Assn. for Sensible Development of Bishop Area v. County of Inyo, to the
64 Lido Village Design Guidelines at 2-4.
65 Draft EIR at 5.1-53.
fir'City Municipal Code § 20.52.060(F)(4),
s' City Municipal Code § 20.52.080(A)j3).
68 City Municipal Code § 20.52.080(F)(3).
fig Draft EIR at 3-4. Additional residential development, such as the multi -family development
contemplated for 3303 and 3355 Via Lido, could change the character of Lido Village. Limiting the use of
Vla Lido Plaza by closing the 32nd Street Alley would negatively and unreasonably impact uses sought
by the changing community.
MW
1
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HASTINGS
June 13, 2014
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extent that "potential is demonstrated" for urban decay andlor physical deterioration to be indirect
environmental effects of a proposed project, an agency must consider these issues in an EIR.70
Here, if the Project closes the 32nd Street Alley, the layout and design of the remaining entrance
driveways into Via Lido Plaza effectively prohibit large emergency and delivery trucks from accessing the
center's loading dock at the rear of the main commercial building. Without sufficient delivery or
emergency access, Via Lido Plaza becomes much less valuable, as the Plaza would be unusable for
many tenants like markets or grocery stores, which have occupied the space in the past. Reconfiguring
the Via Lido Plaza driveways on Finley and Via Lido would be very expensive and would likely result in
the loss of parking spaces, potentially putting Via Lido Plaza out of compliance with City parking
requirements. The Project essentially places Via Lido Plaza in a "lose -lose" —with out sufficient delivery
access, or sufficient parking, the property may be unattractive for many tenants, leading to long-term
vacancies, decreased economic activity, and potential decay of the entire Lido Village area. The Draft
EIR fails to analyze the physical consequences of the adverse economic effects that will arise from
closing the 32nd Street Alley, including the potential for business closures and vacancies to start an
economic chain reaction leading to physical deterioration of the surrounding area."
III. THE DRAFT EIR'S TRAFFIC IMPACT ANALYSIS IS LEGALLY INADEQUATE
Beyond the specific deficiencies described above related to the impacts of closing the 32nd
Street Alley, the Draft EIR contains more general legal deficiencies, particularly with respect to its analysis
of traffic impacts. The Draft EIR relies on the Lido House Hotel Traffic Impact Analysis ("Traffic Impact
Analysis") and Parking Study for the Lido House Hotel ("Parking Study") included in Appendix 11.3 to
support its traffic and parking impact analysis.72 The Traffic Impact Analysis and Parking Study contain
several technical errors that render the Draft EIR's conclusions and estimates on traffic and parking
unreliable. Correcting these errors will likely reveal significant traffic and parking impacts that require
mitigation and recirculation of the Draft EIR.
To assist with its review of traffic and parking issues, Lido Partners engaged traffic engineer
Sand ipan Bhattacharjee, P.E., principal of Translutions, Inc, to review the adequacy of the Draft EIR and
relevant appendices. Mr. Bhattacharjee's conclusions are attached to this comment letter as Attachment
B, and are incorporated by reference herein. The major deficiencies in the Traffic Impact Analysis include
the following:
79 172 Cal. App. 3d 151, 171 (1985); see generally Bakersfield Citizens for Local Control V. City of
Bakersfield 124 Cal. App. 4th 1184, 1204-13 (2004) (holding that EIR improperly omitted any meaningful
consideration of whether two retail shopping center projects could cause a "ripple of store closures and
consequent long-term vacancies that would eventually result in general deterioration and decay within
and outside the market area of the two shopping centers."); Citizens Assn., 172 Cal. App. 3d at 170-71
(holding that lead agency should consider whether a new shopping center would start an economic chain
reaction that would lead to physical deterioration of the downtown area).
71 See Bakersfield Citizens for Local Control, 124 Cal. App. 4th at 1208 (finding sufficient evidence for the
EIR to consider whether a retail project's impacts on shopping center could start a "chain reaction that
ultimately results in urban decay"),
72 See Draft EIR at 5.5-1 (stating that Traffic/Circulation section is based on the Traffic Impact Analysis
and the Parking Study).
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HASTINGS
June 13. 2014
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The Traffic Impact Analysis fails to analyze beach and weekend traffic. The Draft
EIR should perform a weekend and peak season analysis to more accurately evaluate
the Project's impacts on City traffic. Limiting the analysis to weekday traffic masks the
Project's true traffic impacts, because Saturday traffic for the hotel is expected to be
approximately 18% higher than during the week, and peak hotel use is likely to coincide
with the City's busy summer beach season.73 Traffic generated by the Project will be
substantially different than that generated by the former City Hall, which generated typical
commuter traffic and was closed on weekends and holiday&74 For instance, the
intersection of Newport and Finley will be expected to handle much more weekend traffic
than it has in the past, because during the peak weekend travel periods it will have to
accommodate customers shopping at Via Lido Plaza and guests checking into Lido
House Hotel. These traffic impacts also have the potential to interfere with and
overburden Via Lido Plaza's recorded easement that connects the shopping center with
Newport Boulevard.
8-22
■ The "peak hour" traffic analyzed in the Traffic impact Analysis does not
correspond to actual peak conditions. The Traffic Impact Analysis analyzes p.m.
"peak hour" traffic from 4 p.m. to 6 p.m. Due to the City's traffic patterns, however, the 8-23
afternoon "peak hour" actually occurs around 2 p.m.T6 The Traffic Impact Analysis must
be updated to accurately reflect existing conditions.
■ The City failed to measure traffic field counts at the right time of year. The City's
Traffic Phasing Ordinance requires that current field counts should be taken between
February 1 and May 31.78 According to the Draft ElR, however, traffic counts were taken 8-24
in October 2013,77 which is inconsistent with City code. The City must perform traffic field
counts at the right time of year.
The Draft EIR's intersection Capacity Utilization ("ICU") analysis is inadequately
explained. In Table 5.5-16, several intersections show the "without project" ICU as
higher than the "with project" ICU, corresponding with Level of Service ("LDS")
worksheets that traffic volumes under "with project" conditions are less than traffic
volumes under "without project" conditions. This counterintuitive result should be
explained. Additionally, comparing Tables 5.5-19 and 5.5-20 shows that the delay under
the General Plan Buildout without project conditions is less than forecasted for 2018
Cumulative with project conditions. The Draft EIR should explain whether the traffic
" Attachment B at 1.
74 Similarly, mitigation measure TRA-2 requires a Parking Management Plan to restrict parking for in -
demand parking spaces only from 6,00 a.m. to 6:00 p.m. Monday through Friday. Draft EIR at 5.5-48.
This mitigation measure ignores the fact that restrictions on weekend parking are likely to be necessary,
too. See Attachment B at 4.
75 Attachment B at 2.
76
City Municipal Code, Chapter 15.40, Appx. A, § 3(d)(i).
77 Draft EIR at 5.5-6.
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PAUL
HASTINGS
June 13, 2014
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analysis is expecting a reduction in traffic volumes between 2018 and the General Plan 8-25
Buildout."
The Traffic Impact Analysis underestimates traffic impacts by failing to perform an
accurate Highway Capacity Manual ("HCM") analysis. The Traffic Impact Analysis
fails to account for several variables required by the HCM, resulting in an artificially low
estimation of traffic impacts. First, the Traffic impact Analysis fails to apply Peak Hour
Factors ("PH!'") when evaluating Caltrans intersections. The Traffic Impact Analysis also
fails to account for minimum green times and pedestrian crossings at these intersections.
Applying the proper PHF and pedestrian crossing times is necessary to determine
whether a significant traffic impact will result. Second, the 2010 HCM automatically
reports LOS F for any intersection where the volume to capacity ("VIC") ratio exceeds
1.0. The Project's Traffic Impact Study incorrectly reports LOS E at several locations
where VIC ratios are greater than 1. Third, the LOS sheets included in the Traffic Impact
Analysis fail to include the lost time values required for evaluating Caltrans intersections
by the 2000 HCM, in Chapter 10, Ex. 10-17. The Traffic Impact Analysis must be revised
to account for each and all of these missing factors at the applicable intersections and
highways; failing to do so underestimates the traffic impacts that the Project is likely to
cause or contribute.79
The Draft EIR fails to adequately mitigate existing significant traffic impacts. Based
on the Caltrans Guide for the Preparation of Traffic Impact Studies, Section II, "if an
existing State highway facility is operating at less than the appropriate target LOS, the
existing MOE (measures of effectiveness] should be maintained," Based on the Draft
EIR's Table 5.5-21, intersections 3 and 6 indicate increases in a-m_ peak hour traffic.
Table 5.5-21 wrongly concludes "no" for "significant impact." even though these
intersections are already operating at less than the appropriate target LOS. Traffic
impacts at intersections already operating below an appropriate LOS must be mitigated
to bring conditions to pre -Project levels of service_80 The Draft EIR fails to require any
such mitigation.
+ The Draft EIR fails to adequately analyze cumulative traffic impacts. According to
14 California Code of Regulations, section 15355(b), an EIR must analyze cumulative
impacts result from "individually minor but collectively significant projects taking place
over a period of time." In two respects, the Draft EIR fails to analyze traffic impacts that
are cumulatively significant.
❑ Increasing traffic impacts that are already significant. Under Los Angeles
Unified School Dist v. City of Los Angeles, a project that results in an increase to
an impact that already exceeds established thresholds of significance contributes
to a cumulative impact.81 A proper traffic analysis using the methodologies
described above will show that significant traffic impacts already exist. The
78 Attachment B at 3.
79 Id.
sa Id.
81 58 Cal. App. 4th 1019, 1024-28 (1997).
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PAUL
HASTI NGS
June 13, 2014
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Projecfs contribution to these significant impacts requires an analysis of the
cumulative impacts, the application of appropriate mitigation or avoidance under
14 California Code of Regulations, section 15130(b)(5), and the recirculation of
the Draft EIR.82
o Failing to analyze future residential projects. According to 14 California Code
of Regulations, section 15133(b), a draft EIR must evaluate related or cumulative
impacts produced from future projects. According to the Draft EIR, "(t)he City has
approved an application for a multiple -family residential development at 3303 and
3355 Via Lido," replacing current office and institutional uses.83 The Draft EIR
and Traffic Impact Analysis, however, improperly omit these nearby residential
developments from their cumulative impacts analyses.4 Replacing office and
institutional land uses with residential uses, particularly so close to the Project,
will necessarily result in changed traffic patterns around the Project site, but
these and related impacts are not analyzed in the Draft EIR.
Wfl
• The Traffic Impact Analysis is missing daily and peak hour count sheets. The Draft
EIR states that " [d]aily and peak hour count sheets are provided in Appendix 11.3."'-' $-29
This is incorrect, as Appendix 11.3 fails to contain daily count sheets.
The Traffic Impact Analysis fails to study the southbound direction of Newport
Boulevard at 28th Street. The intersection of 28th Street and Newport Boulevard is
listed as one of the study intersections. Newport Boulevard is split into two one-way 8-3Q
streets at that location. The Traffic Impact Analysis analyzes only the northbound
direction of Newport Road. This oversight should be corrected, and the southbound
direction should be analyzed as well.
The Parking Study's comparison to L'Auberge Del Mar and Estancia fails to
consider whether meeting space use contributed to parking levels. In an attempt to
justify the Project's inadequate on -site parking, the Parking Study applies the City's
parking code to L'Auberge Del Mar and Estancia and concludes that these facilities, if
within the City's jurisdiction, would technically require parking in considerable excess of
surveyed conditions. But the Parking Study's analysis fails to state whether either
facility's ballroom or meeting spaces were in use when the parking surveys were
conducted. If they were not, these surveys very likely underestimate the true parking
conditions of each hotel. Here, even if the Project hotel was at only 90% capacity, the
guest demand combined with restaurant parking would exceed the number of on -site
parking spaces, without accounting for parking used by hotel staff, City residents using
hotel services, or visits generated by ballroom events. 87
82 Attachment B at 3.
83 Draft EIR at 3-4.
84 See id. at 4-2 to 4-4, Table 4-1
s5 Id. at 5.5-6.
8s Attachment B at 2.
B' Id. at 4.
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PAUL
HASTINGS
June 13, 2014
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The Parking Study fails to analyze problems of improper parking at Via Lido Plaza.
Beach visitors, particularly in the summer season, often improperly park at Via Lido Plaza
for reasons unrelated to patronizing the shopping center. Lido Partners currently has an
application into the City for the erection of parking gates at the Via Lido and Finley
Avenue entrances to Via Lido Plaza to help alleviate this problem and ensure sufficient
parking remains for Via Lido Plaza shoppers and tenants. The City, however, has been
delaying its consideration of Lida Partners' application. This parking problem is likely to
be exacerbated once the Project draws additional vehicles into the Lido Village area.
Indeed, whenever the Lido House Hotel will be under -parked, visitors will have no nearby
place to park other than at Via Lido Plaza. The Parking Study and Draft EIR fail to
adequately account for or control parking that will inevitably spill over into Via Lido Plaza
once the Project's insufficient on -site parking is at capacity, or when the removal of Fire
Station or street parking leads to improper parking at Via Lido Plaza.
IV. THE DRAFT EIR'S ANALYSIS OF DEMOLITION AND CONSTRUCTION ACTIVITIES IS
LEGALLY INADEQUATE
Another general deficiency fn the Draft EIR that goes beyond the specific issues associated with
the closure of the 32nd Street Alley is the woefully inadequate description and analysis of the construction
and demolition activities necessary to construct the Project. These activities could have a substantial
Impact on Via Lido Plaza, but the Draft EIR does not provide sufficient information to determine the true
nature and extent of these impacts.
A. The Project Description Fails to Adequately Describe and Analyze Demolition and
Construction Activities
The Project description fails to sufficiently describe the process related to the demolition of the old
City Hall complex and construction of the proposed Project. According to Santiago County Wafer District
v. County of Orange, "[a]n accurate project description," including a description of necessary
construction activities, "is the sine qua non of an informative and legally sufficient EIR."8B Here, the Draft
EIR mentions demolition and construction activities in three brief sentences, and notes simply that the
Project will be constructed in one phase, that demolition will obviously take place before construction, and
that construction will take fourteen month09 The Draft EIR neglects to provide any other information on
demolition and construction activities, save for some vague and contradictory information on the number
of truck trips required for hauling material to and from the Project site. In light of the substantial impacts
expected to result from redeveloping a 185,000 square foot site in a dense beach community, CEQA
requires a more thorough description of the processes, equipment, and efforts involved in demolition and
construction_
While the Draft EIR anticipates that exporting demolished materials will require 276 total haul
truck trips,90 it is unclear what types of demolition activity will take place, what equipment will be used,
what sorts of materials will be transported away from the site, whether those materials pose any safety or
traffic risks, and what types of vehicles will be used in demolition and how they will access the property.
ss 118 Cal. App. 3d. 818, 830 (1981).
89 Draft EIR at 3-18.
90 Id. at 5.5-20.
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PAUL
HASTI N GS
June 13, 2014
Page 17
The Draft EIR also anticipates at least 922 total haul truck trips to import soil onto the site —approximately
44 trips per day.91 But other figures within the Draft EIR suggest that approximately 2,188 trips will be
needed to haul soil —a nearly 140% increase.92 Regardless of which figures are correct, the Draft EIR
fails to explain why such a massive amount of soil needs to be imported onto the Project site, how and
where such soil will be unloaded, and how the soil will be managed as to avoid significant impacts to
neighboring properties. For instance, while thousands of trucks of soil are likely to generate substantial
dust, the Draft EIR fails to adequately analyze or mitigate for the resultant dust impacts. The Draft El
also fails to account for the number of trucks carrying building materials and everything else (besides soil)
needed to build a hotel project.
Simply put, there is no meaningful analysis of the impacts on the Lido Village community
(including Via Lido Plaza) that are anticipated to occur during the Project's fourteen month construction,
what impacts are acceptable and what impacts are unacceptable, and how the Project proposes to
mitigate those significant impacts for the surrounding community. The Draft EIR should more adequately
analyze the noise, traffic, air quality, and GHG impacts to surrounding residential and commercial
developments arising from the demolition of old City Hall and construction of the Project.93
B. The Draft EIR Improperly Defers Mitigation for the Significant Impacts Related to
Demolition and Construction Activities
While an EIR can evaluate mitigation that could reduce a project's significant environmental
impacts, 14 California Code of Regulations, section 15126.4(a)(1)(6) states that °[f]orrnulation of
mitigation measures should not be deferred until some future time." If an agency commits at the time of
project approval to devising specific mitigation measures in the future, it must provide specific
performance standards or guidelines for this future mitigation in the EIR .94 If a lead agency does
determine that formulation of a mitigation measure must be deferred, it should explain why deferral is
appropriate. Under City of Long Beach v. Los Angeles Unified Sch. Dist., "[Qmpermissible deferral of
mitigation measures occurs when an EIR puts off analysis or orders a report without either setting
standards or demonstrating how the impact can be mitigated in the manner described in the EIR." g5 In
San Joaquin Rap tar Rescue Ctr. v. County of Merced, the court found mitigation improperly deferred
when no reason for the deferral was given.96
Here, the Draft EIR improperly defers mitigation for the significant impacts expected to result from
the demolition of the old City Hall complex and the construction of the Project. While such a massive
construction effort will clearly result in impacts to noise, air quality, GHGs, and other impacts requiring
analysis under CEQA, the Draft EIR establishes no performance standards or guidelines as to how such
impacts are to be measured, evaluated, or mitigated. Instead, the Draft EIR improperly defers analysis
91 ld
92 id_ at 5.8-17.
93 See id. at 1-1 (explaining that the City relocated City Hall staff from the Project site to the new Civic
Center in April 2013),
9
4 See, e. g. , Communities for a Better Eno v City of Richmond 184 Cal. App. 4th 70, 95 (2010)
(emphasizing that "the time to analyze the impacts of [a project; and to formulate mitigation measures to
minimize or avoid those impacts was during the EIR process, before [a project is] brought to the Planning
Commission and City Council for final approval.").
95 176 Cal. App. 4th 889, 915-16 (2009) (citations omitted).
96 149 Cal. App. 4th 645, 670-71 (2007),
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PAUL
HASTINGS
June 13, 2014
Page 18
and mitigation of the construction and demolition traffic and other impact issues to an ill-defined
"Construction Management Plan." This is a classic case of impermissible deferred mitigation, because
the Draft EIR "does no more than require a report be prepared and followed ... without setting any
standards," A7 other than very basic limits on hauling during off-peak hours and a general directive to
"avoid traffic disruptions." 8
Without any standards, it is impossible to determine whether implementation of the Construction
Management Plan will effectively mitigate the significant impacts caused by demolition and construction.
Regarding traffic, for example, while demolition and construction will generate hundreds or thousands of
truck trips, the Draft EIR impermissibly defers construction phasing and the identification of truck routes to
the Construction Management Plan. Deferring the analysis of construction vehicle traffic to a later date
casts doubt upon the efficacy of the Draft EIR's entire traffic analysis, particularly when construction alone
is expected to generate between 1,200 and 2,400 truck trips into a tightly constrained community like Lido
Village. The Draft EIR must undertake an analysis of and mitigate these significant impacts now and
cannot defer its CEQA responsibilities to a later time.
We appreciate your consideration of the legal deficiencies described above, and ask that the
Draft EIR be revised and recirculated to more faithfully analyze and mitigate the Project's significant
environmental impacts. Specifically, we ask that the City analyze an alternative as described above that
would minimally reconfigure the Hotel to preserve the 32nd Street Alley, and that the City select this
alternative as the Environmentally Superior alternative and modify the Project accordingly,
Sincerely,
Gordon E. Hart
of PAUL HASTtNGS LLP
66de:mFann
of PAUL HASTINGS LLP
9r See Endangered Habitats League, Inc. v. County of Orange, 131 Cal. App. 4th 777, 794 (2005). For
instance, the EIR does not restrict the number of daily construction trips or require any other best
practices, unlike what was found sufficient for mitigating the impacts of dirt hauling in Endangered
Habitats League. See id.
ss Draft EIR at 5.5-20 to 5.5-21.
99 Id. at 5.5-21.
8-34
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June 12, 2014
Mr. Gordon E. Hart, Partner
Paul Hastings LLP
55 Second Street, Twenty -Fourth Floor,
San Francisco, California 94105
Subject: Review of Environmental Impact Report for Lido House Hotel
Dear Mr. Hart:
translutions, Inc.
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Translutions, Inc. {Translations} is pleased to present this letter summarizing our findings from the review of the Draft Environmental
Impact Report (EIR), the underlying Traffic Impact Analysis (TIA), and Parking Study for the proposed Lido House Hotel in the City of
Newport Beach.
General Comments
We recognize that City policy emphasizes the avoidance of overbuilding traffic infrastructure to respond to periods of peak
beach traffic. The Circulation Element of the General Plan states, "Summertime beach traffic has been a challenge for
Newport Beach since the 1920's. During June, July and August, weekend traffic near the beach and harbor is substantially
higher than typical springlfa11("shoulder season") or winter conditions. Volumes on impacted roadways generally increase by
almost 30 percent, but summertime beach traffic occurs at different times than the typical weekday business or school related
traffic during most of the year. The two locations with weekend volume increases of more than 30 percent during the
summer are Newport Boulevard south of Coast Highway (75 percent) and Balboa Boulevard east of 20th Street (75
percent) on the Pen i n s ul a". (Newport Beach General Plan, Circulation Element at 7-3 'Circulation Element ). The
Circulation Element also states that "This Circulation Element continues longstanding Newport Beach policies of using the
shoulder season for transportation planning, sizing the circulation system to meet the needs of City residents and businesses,
and maintaining the character of the community. While these policies may prevent the City from achieving a desired level of
service at all locations at all hours, they also protect Newport Beach from building oversized roads to serve weekend
summer beach traffic or traffic generate outside of our borders and our control. Instead, policies in this Element
encourage improvements to the regional system that will provide more capacity outside Newport Beach and reduce the
number of through travelers that drive on our local streets". (Circulation Elementat7--3 to 7-4). That said, the City collecting
weekday traffic information ignores the fact that peak Project traffic and peak beach traffic may coincide on the weekends.
Unlike the traffic generated by businesses or schools, hotels generate approximately 18 percent more traffic on Saturdays
than they do during the week (10.5 trips on Saturday compared to 8.92 for a weekday). Likewise, on Saturdays, the p.m.
peak hour of traffic generation for a hotel during a weekend is 0.87, whereas for weekdays it is 0.74, again an increase of
about 18 percent. These trip generation numbers are based on the institute of Transportation Engineers' Trip Generation, 9",
Edition, the same source used for trip generation calculations in the TW The Circulation Element recognizes that the Project
area sees some of the highest increases in summertime weekend traffic. (Circulation Element at73). Due to the primarily
vacation -related use of the hotel, the Draft E I R could potentially understate impacts because of the higher trip generation and
higher traffic volumes on the adjacent streets. Unlike summer beach traffic or traffic generated by through travelers which are
generated by other Cities, the City has the ability to exercise some measure of control over a City -led Project that will
generate traffic within the City's borders. Moreover, traffic at the adjacent Via Lido Plaza is highest during weekends, which
makes it even more important for weekend traffic ramifications of the Project to be analyzed, particularly at the intersections of
Newport Blvd. and Via Lido, Finley Ave., and 32nd Street.
2. The Draft E I R makes the statement that the alley connection to Via Lido Plaza has been historically gated (Draft EIRat 5.5-
40). In fact, the gate was installed in the year 2000. In addition, truck drivers are able to open the gate for deliveries. The
implied meaning that the connection is rarely used is incorrect.
3. Further, in Section 8, the Draft EIR states that the project would not "Substantially increase hazards due to a design feature
(e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)" (Draft EIR at 8-7 to 8-8). This
8-36
8-37
8-38
tra 0M Ixrzs
U31
finding is true only if one focuses narrowly on the Project. When adjacent properties are considered, closing the alley used for
deliveries to the Via Lido Plaza will significantly impact the safety of visitors to the retail center since the turning radii at the
other entrances to the existing shopping center do not allow safe turning of trucks. Keeping the alley connection to Via Lido 8-38
Plaza open will help alleviate this condition.
4. The Draft EIR finds that the project would not result in inadequate emergency access. (Draft EIR at 5.540 0 55-41j, While
true for the Project itself, emergency access to the Via Lido Plaza will he severely affected. Keeping the alley connection to 8-39
Via Lido Plaza open will help alleviate this condition.
The Draft EIR states "Daily and peak hour count sheets are provided in Appendix 11.3" (Draft EIR at 5.5-6). However, daily $-4�
count sheets are not included in the Traffic Analysis in Appendix 11.3. l
6. The Traffic Impact Study analyzes p.m. "peak hour" traffic from 4 p,m. to 6 p.m., (Draft EIR at5.5-E)when actual conditions
suggest that peak p.m. traffic occurs at 2 p.m. Clue to the traffic patterns in the City of Newport Beach, and due to the
absence of daily count data, an analysis of PeMS data for SR-55 near 22nd Street was conducted to verify accuracy of
information provided in the traffic analysis. The PeMS data shows the following:
Data Lluaiity
Hour
Flaw WehlHour)
# Lane Points
% Observed
06/03/2014 14:00
3.572
48
83.0
061031201415:00
3,538
48
100.0
06I031201416:00
3,452
48
100.0
06/031201417:00
3,366
48
10M
06/0312014 18:00
3,022
48
100.0
0610312014 19:00
2,731
48
100.0
06104/201414:00
3,622
48
100.0
0610412014 15:00
3,542
48
100.0
06104/2014 16:00
3,526
48
100.0
061041201417;00
3,356
48
100.0
061041201418:00
2,913
48
100.0
W0412014 19:00
2,636
48
100.0
061051201414:00
3,522
48
100.0
0610512014 15:00
3,486
48
100.0
0610512014 16M
3,522
48
100.0
06105120141 T,00
3,240
48
100.0
061051201418:00
2,892
48
100.0
061051201419:00
2,836
48
100.0
The above table shows that the p.m. peak hour for Newport Beach does not occur during the traditional peak hour of 4:00 to
6:00 p.m. The analysis uses trip generation rates for "peak hour of adjacent street traffic" but potentially does not analyze
peak hour of adjacent street traffic. Please provide daily count data for streets in the vicinity of the project to identify peak
hours and revise analysis for the actual peak hour based on daily segment counts to disclose impacts during the actual peak
hour.
Intersection Capacity Utilization (ICU) Artaiysls:
611212014RC:lUsersl5andipanlDropboxlTsolslF(ffjects\Lida House HotehAnal Letter.aocx)
8-41
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1. Table 5.5-16: Several locations show that the "without project" ICU is higher than the "with project" ICU. Upon review of the
LOS worksheets, it appears that the traffic volumes under "with project conditions" are less than the traffic volumes under 8-42
"without project conditions." Please explain.
2. A comparison of Tables 5.5-19 and 5.5-20 shows that the delay under General Plan conditions is less than that for 2018. is i $_43
the traffic analysis expecting a reduction in traffic volumes between 2018 and General Plan Suildout? Please explain. +
Highway Capacity Manual (HCM) Analysis
Peak Hour Factors: The analysis using HCM methodology does not include Peak Hour Factors (PHF), resuiting in the use of
traffic counts that are artificially low and not reflective of the actual peak analysis required by Caltrans. A review of traffic
counts shows that several locations have PHFs of less than 0.95 for the whole Intersection. Essentially, the analysis discounts
traffic volumes by more than 5% in the analysis. Please note that Caltrans recommends the use of observed peak hour
factors for existing and near term scenarios and recommends the use of 0.92 from the Highway Capacity Manual when
existing peak hour data is not available or for future analyses when the existing PH Fs are less than 0.92, The change in P H F
could change an intersection from satisfactory to unsatisfactory operations.
2. Pedestrian Crossing Time: The HCM analysis does not provide minimum green times. While the allocation of green time to
the major streets allows enough time for pedestrians to cross the minor streets, the allocation of green time to the minor street
movements do not allow pedestrians enough time to cross the major streets. For example, at the intersection of Orange
StreetlW Coast Highway, the time allocated far Orange Street is 7%, or less than 7 seconds since the cycle length is 100
seconds. W Coast Highway has seven lanes (including the one light turn lane) at that intersection. Based on the Calrfomia
Manual of Uniform Traffic Control Devices 2012 Edition (MUTCD) FHWA's MUTCD,2009 Edition as amended for use in
CaIifomia, Chapter 4-E, using a pedestrian walk speed of 3.5 feet per second is recommended. For pedestrians to cross
safely, the minimum time required to safely cross W Coast Highway at the intersection of Orange StreetlW Coast Highway is
24 seconds. The minimum green time should be at least 28 seconds for the minor street movements. This will change the
findings of the Draft E I R since less time will be allocated to the major movements and could result in unsatisfactory traffic
operations for the intersections. The lack of minimum green time and an allocation of less than the time needed for safe
pedestrian crossing was noticed in multiple intersections.
3. Reported LOS. HCM 2000 states "A critical Y/a ratio greater than 1.0 indicates that the overall signal and geometric design
provides inadequate capacity forthegivenVows , and recommends that additional analyses over longer time periods be
conducted. HCM 2010 automatically reports LOS F for any intersection where the vlc is greater than 1 A. Here, the Draft E I R
and Traffic Impact Study incorrectly report LOS E at several locations where the VIC ratios are higher than 1.0. Far example,
under General Plan conditions, at the intersection of Newport Blvd (NS) I W Coast Hwy (EW), the delay is 76 seconds when
the vlc is 1.177 (Trafh'c Impact Study, Appx. G at GP+P AM at 5- f), This is even more erroneous at the intersection of
Newport Boulevard (SR-55)119th Street where the reported LOS is LOS D when the VIC ratio is 1.041 (Tralfc Impact Study,
Appx. G at GP+PAMat 9-1). Since the demand is higher than the available capacity, it is counterintuitive that the intersection
would operate at LOS E. It is reoommend ed that the analysis be based on HCM 2010 instead of HCM 2000, or at the very
least reporting as LOS F intersections where the vlc ratio is greater than 1.0, Correcting this analysis will result in additional
impacts from the project.
5-44
5-45
5-46
4. Under Los Angeles Uniifed ScA Dist. v City of Los Angeles (1997) 58 Cal. App. 4th 1019, and Communities fora BetterEnv7
vCalifomia Resources Agency (2002) 103 Cal-App. 4th 98, a project that results in an increase to an impact that already
exceeds established thresholds of significance contributes to a cumulative impact, As a result of Items 1-3 above, there will 8-47
be findings of new cumulative impacts, if not direct project impacts, requiring a recirculation of the environmental
document.
Parking Analysis
1. The proposed design appears to take away some parking spaces that are currently used by the Fire Department. Where will I 8_4$
Fire Station employees and visitors to the Fire Station park?
6112014(CAUserMSandipan\DropbWTsolsTrojectsUdo House Hotelfinal Letter.Don)
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flee r �pa.f�rinn r�d�m�. rn�ury..
The analysis for L'Auburge Del Mar applied to Lida House Hotel is deceptive. The analyses claims that "Newport Beach code
would require 795 parking stalls, but the highest observed parking need was 173 stalls." However, it is unclear if L'Auberge's
ball room was in use at the time the survey was conducted. If the ball room was not in use, the application of Newport Beach
Code would require 186 spaces, which is very close to the observed parking demand. Use of the ballroom would likely drive
the parking need higher. It should be noted that the proposed Lido House Hotel does not include a large ball room, the major
parking generator for the L'Auburge Del Mar hotel.
5-49
3. The selection of Estanda La Jolla is similarly flawed because of the meeting rooms. If the meeting rooms were not being used
during the parking surveys (or partially used), the parking demand would be approximately 297 per code, not as far off from 8-50
the observed demand of 243 parked vehicles.
4. Even if 90% or the rooms are in use with one car parked per room, the parking demand would be 117 cars. An additional 35
parked vehicles for the restaurant would lead to 152 parked vehicles, a shortfall in parking without even accounting for Note! 8-51
staff. This doesn't even include parking needs from the spa and retail, when a stated project objective is to provide such
services to residents as well as hotel guests (Drafl E1Rat72).
5, TRA 2: The mitigation measure requiring the development of a Parking Management Plan does not address these issues. S_5z
Although the analysis states that weekend parking demand is higher, the parking restrictions are applied only to weekdays.
6. One of the mitigation measures is 'Encourage on -site employee parking by providing free parking on -site... "Since the project j S-5�
is under parked, employees parking on -site will only make the parking situation worse. l
7. It is likely that the parking will overflow onto the Via Lido Plaza and hamper operations of the retail center. What analysis has 5-54
been done to prevent that from occurring?
We hope you will find this information helpful. Should you have any questions, please don't hesitate to call me at (949) 232-7954.
Sincerely,
trap lu ion , ,nc.
Sandipan atta6Fiarjee, P.E., A I C P
Principal
611212014 {C:1UserslSandfpangropboxlTsolslProjectslLido House Hoteffinal Letter,0ocxj
ATTACHMENT C
iresat
June 13, 2014
Gordon E. Hart, Partner
Paul Hastings LLP
55 Second Street, Twenty -Fourth Floor,
San Francisco, CA 94105
Subject: Comments to the Lido House Hotel Draft EIR:
Dear Mr. Heart,
Firesafe Planning Solutions was asked to provide comments for the Draft EIR for the Lido
House Hotel located in Newport Beach, CA. The comments are to address fire department
operations, impacts, and access. Our comments are based on information received from Paul
Hastings LLP, Newport Beach Fire Department Guidelines and Standards, Google Earth, and the
Newport Beach Website, Projects 1 Environmental Document Download Page, which includes:
• Via Lido Plaza: Without 32"d Street Access Standard California Legal 65' tractor Trailer
• Lido House Hotel — Sheet 10, Open Space Diagram
• Lido House Hotel - Sheet 13, Fire Department Site Access Analysis
• Lido House Hotel - Sheet 14, Service Access Analysis
■ Lido House Hotel Notice of Preparation 110413, Conceptual Site Layout
Based on the materials above we are providing you with these comments:
■ Newport Beach Fire Department Guideline, C.01, is their standard for fire access, lanes,
gates, and barriers. 1n this guideline they give a minimum roadway width of 20 feet with
no parking allowed. To have parking on one side of the street it would have to be 32 feet
wide and to have parking on both sides the street has to be 36 feet wide. The new layout
of the hotel takes out the access to Fire Station #2 from the alley that goes from Finley
Avenue to 32"d Street. This leaves access to the station only off of Via Oporto and 32nd
Street. However, with parking allowed on Via Oporto, this street does not fit the
guideline for street widths and should not be considered as the access road to the Fire
Station #2 as indicated in the draft EIR. The fire station houses an engine, truck and
paramedic unit. While the engine and truck can respond out of the front of the fire
station, the paramedic unit must use the rear access. Via Oporto does not meet the city
standards for afire apparatus access roadway.
8-55
Comments to the Lido House Hotel Draft EIR - Page 2
• With limited access to Fire Station #2, there will be a need for fire apparatus to back into
the fire station from 32"d Street rather than pull straight through. This presents a safety
issue as pulling through the station is a safer operation for the firefighters. This issue
becomes even greater with the plan to narrow the street in front of the fire station.
Additionally, were the apparatus bay door to fail in the down position, the engine and
truck would need to be backed out of the rear of the fire station in order to be available
for response. It is unlikely that this could be accomplished without moving all of the
firefighter's private vehicles in order to make the required turns. If any of them are
already on a call (paramedic unit runs a large number of calls without the engine or
truck). It might be impossible for the unit to get out of the station and would be out of
service until the firefighters returned or the apparatus bay door could be opened. Figure 1
shows the proposed and Figure 2 the existing access.
f
I ,
a
5;
t
F*:Je APT
a
Figure 1
Figure 2
• Access to the commercial area off of Via Lido and bordering the hotel property to the
north is a concern with the project as configured. Currently there is the ability to use the
alley between Finley Avenue and 32"d Street to directly access the commercial site. By
eliminating the alley access there will be only one way for fire apparatus to get into the
parking lot due to the truck turning radius, and that is off of Via Lido. Access off of
Finley Avenue through the parking lot would have to be changed in order to utilize that
as access into the commercial site. The apparatus would have to make a 90 degree turn
into the 14 foot drive aisle due to the center median at the Finley access. This assumes
302 N. Ell Camino Real, Suite 202 San Clemente CA 92572
Phone (949)240-5911
8-57
Comments to the Lido House Hotel Draft E1R - Page 3
that the apparatus enter from Newport Blvd. than traveling through the two gates within
the parking lot between this point and the fire station.
■ There will be a reduction of parking at the fire station from 15 to 7 stalls. Though this is
not an emergency response issue it does affect the day to day functions at the station.
There will not be enough on -site parking for the crew members with their current staffing
configuration of 1 truck, 1 engine, and a medic unit. Off --site parking will be needed and
will impact the surrounding area. This will be an even bigger issue at the time when one
crew comes on duty to relieve another. The removal of parking stalls also does not allow
for visitor parking to the station.
■ The improvements on 32Rd Street will include street trees which will reduce the "line of
sight" view of the fire station for those traveling on 32"d Street and the view of traffic
when entering or exiting the fire stations. While the apparatus apron is extended by the
new plan, it does place obstacle in the view of the emergency vehicles that are not present
today. Additionally, the street in front of the fire station today is essentially three lanes
wide and makes turns into and out of the apparatus bays safer. This will be reduced to a
two lane travel under the proposed project.
Firesafe has provided this analysis and concludes that the changes envisioned by the project will
add additional response delays to the any emergency in the Lido Plaza area and will generally
make the responses from Fire Station #2 more difficult and less timely. 1f you have any
questions, please feel free to contact myself or my staff on this issue.
Sincerely,
2
Dana Kemper
Fire Protection Planner
302 N. El Camino Real, Suite 202 San Clemente CA 92572
Phone (949)240-5911
8-57
8-58
8-59
City of Newport Beach
Lido House Hotel
Environmental Impact Report
8. RESPONSES TO COMMENTS FROM LIDO PARTNERS, DATED JUNE 13,
2014.
8-1 This comment contains introductory or general information. Please refer to Responses 8-2
through 8-59.
8-2 As described in the Draft EIR, project implementation would close an existing driveway
across the project site that has previously been used by the public and occupants and invitees
of the adjacent Via Lido Plaza shopping center including use by delivery trucks. The City
holds fee title to the project site by virtue of a Corporation Grant Deed recorded in the
Orange County Recorder's Office on or about March 11, 1946, as Instrument No. 11950 in
Book 1404, Page 129 of the Official Records of Orange County, California. The project site
includes a portion of a former alley established by Tract Map No. 907, recorded in Book 28,
Pages 25 to 36, inclusive, of Miscellaneous Maps of Orange County, California. The portion
of the former alley is referred to as the "32nd Street Alley" by the commenter.
Although the 32nd Street Alley was initially dedicated to the City for public use by virtue of
Tract Map No. 907, on or about February 4, 1946, the City Council adopted Resolution No.
3280, which vacated the 32nd Street Alley. The Resolution Ordering Vacation was recorded
in the Orange County Recorder's Office on or about March 11, 1946, as Instrument No.
11947 in Book 1400, Page 189 of the Official Records of Orange County, California. After
the Resolution Ordering Vacation was recorded, all of the public alleys, streets and
easements described therein reverted back to the owners of the underlying fee interests of
the adjoining properties, which as to the 32nd Street Alley, is the City.
In 1964, and pursuant to Civil Code Section 813, the City Council for the City approved a
Notice of Consent to Use Land ("Notice of Consent"), which was recorded in the Orange
County Recorder's Office on or about March 19, 1964 as Instrument No. 17042 in Book
6969, Page 444 of the Official Records of Orange County, California. The purpose of the
Notice of Consent was (and is) to advise users of these access roads that their use is
consensual and revocable at the will of the owner of the City Property. Under Civil Code
Section 813, the City may revoke the Notice of Consent at any time by recording a notice of
revocation.
In December 2013, the commentator responded to the Notice of Preparation of a Draft
Environmental Impact Report for the project by claiming that the project interfered with its
easement rights to the 32nd Street Alley. In April 2014, the City filed a quiet title action in
the Orange County Superior Court seeking a judicial determination as to the rights, if any, of
Via Lido Plaza to use the 32nd Street Alley, if any. This action is currently pending. The City
does not intend to revoke its consent or close the driveway until the City receives a judicial
determination that Lido Partners has no right of access from the City's property, other than
its permissive use that may be revoked by the City at any time.
The comment states that the project will:
Final • August 2014 2-51 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
"senousyimpair Via Lido Pla.Za's ability to contribute to the vibrant development of
Neitport Beach. If emergency vehicles and delivery trucks cannot access Via Lido Plaza,
the property becomes much less attractive to potential tenants. "
Although project implementation will close access to Via Lido Plaza from the 32"d Street
Alley, the project will not preclude access to Via Lido Plaza by emergency vehicles and
delivery trucks.
Historically, the access point to Via Lido Plaza from the abandoned alley was gated and used
by delivery trucks; however, access to the Via Lido Plaza is also provided from Finley
Avenue and Via Lido. During preparation of the Draft EIR, the Newport Beach Fire
Department evaluated the permanent closure of this access and determined that the closure
would not impair or otherwise affect emergency access, as adequate fire access to Via Lido
Plaza is provided from Newport Boulevard, Via Lido, and from onsite parking areas that
would be accessed by the two existing vehicular driveways. Thus, impacts were determined
to be less than significant in this regard. As to delivery trucks, once installed the gate was
kept closed but opened for large truck deliveries associated with the former supermarket use.
After the supermarket closed, the gate was left opened for all vehicular traffic and it remains
open most if not all the time. The City acknowledges that large delivery trucks have
accessed Via Lido Plaza from 32"d Street using the existing driveway across the project site
for many years consistent with the Notice of Consent. The City disagrees with the comment
that suggests that inadequate emergency vehicle and delivery truck access would result with
project implementation. The Fire Department presently has access to Via Lido Plaza
parking areas from Finley Avenue and Via Lido and would not rely upon the existing gated
vehicular access location leading to a driveway across the project site to 32"d Street.
The City acknowledges that closure of the driveway will require that the operations at Via
Lido Plaza facilitate delivery traffic at either of the other two driveways. The turning radius
graphic included with the comment letter as Attachment A does show the difficulty of the
largest delivery truck attempting to make a right turn from the #2 lane of eastbound Via
Lido without using the entire driveway on Via Lido Plaza. In reviewing the access exhibit
provided in Attachment A of the comment letter, the City acknowledges that access for the
largest delivery truck from Newport Boulevard/Finley Avenue through the existing parking
lot entry may not be feasible due to the design features installed by the owners of Via Lido
Plaza. However, these design features do not preclude access by trucks that are smaller and
more maneuverable. The City concurs that egress from the truck dock on the Via Lido
property to Via Lido is viable, as shown in the upper middle view of the same referenced
exhibit. However, the City respectfully takes exception to the entry analysis from Via Lido
as shown on the truck turn study provided in Attachment A of the comment letter. The
exhibit assumes a vehicle is present in the northbound exit lane of the Via Lido Plaza
driveway, thereby restricting access. While a vehicle in this position would restrict access, the
same condition exists while entering from 32"d Street to the existing driveway (refer to
Exhibit 1, Existing Conditions, which was prepared by Fuscoe Engineering and is included in
Final • August 2014 2-52 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
Attachment 1 of this response). If the assumption is that vehicles are in fact in this
position, access to the Via Lido Plaza from both streets is not feasible even in the existing
condition. This assumption is speculative and unrealistic. The comments to the Draft EIR
also imply that current access is taken from the existing gated vehicular access location
leading to a driveway across the project site to 32nd Street. Both the truck turn study
provided in Attachment A of the comments letter, as well as the Exhibits in the Fuscoe
Engineering study (refer to Attachment 1 of this response), show that the truck envelopes
encroach into the adjacent, opposing lane when entering from either Via Lido or 32nd Street.
Fuscoe Engineering found no scenario where encroachment into the opposing lane would
not occur in either the existing or proposed conditions, from either street. A more practical
scenario is that there is no vehicle in the opposing lane, or if there is, a delivery truck would
wait until the vehicle cleared the lane.
Entry access from Via Lido also appears to be an easier maneuver than using the 32nd Street
driveway entry as it requires only a single backing maneuver(refer to Exhibit 2A, Ingress.
which is included in Attachment 1 of this response) while the 32nd Street entry indicates a
three point turn is required for access to the truck dock. As an alternate access scenario,
Fuscoe Engineering also routed a truck from eastbound 32nd Street, north onto Lafayette
Road and northwest onto Via Lido (refer to Exhibit 2B, Ingress, which is included in
Attachment 1 of this response). This path provides access to the Via Lido property from the
westbound left lane of Via Lido, avoiding entering Via Lido from Newport Boulevard.
Access to the truck dock facility located in Via Lido Plaza is viable from Via Lido from
either direction, and would provide easier truck movement on the Via Lido property than is
possible by using the 32nd Street driveway as Fuscoe Engineering's analysis indicates that
truck traffic can readily enter from Via Lido without interference. It should also be noted
that scuff marks on the existing curb returns indicate that vehicle tires have rubbed the curb
face in the past. If upon final design the City considers it necessary to address this minor
access limitation from Via Lido, the existing driveway approach curb aprons would be
improved to accommodate a larger radius using current City of Newport Beach standards as
guidelines to provide additional room for maneuvering.
8-3 The comment indicates that a project that preserves emergency and delivery access for Via
Lido Plaza to 32nd Street would lessen significant impacts and should have been considered
as a project alternative. The comment speculates as to the ramifications of closing the
driveway between Via Lido Plaza and 32nd Street by suggesting that closure would lead to
urban decay. As analyzed in the Draft EIR, removal of this driveway would not result in
inadequate emergency access. Additionally, delivery truck access to Via Lido Plaza is
available from Finley Avenue and Via Lido Drive. The comment also states that a hotel
development that preserves emergency and delivery access for Via Lido Plaza will create
"synergies with Lido Village's existing commercial centers" but provides no factual support
for this assertion. This comment does not relate to an environmental impact. Rather, it
3 Fuscoe Engineering generated four sheets illustrating the existing condition, ingress travel for the proposed condition
(two sheets) and egress travel for the proposed condition. The truck turning envelopes were generated using Transoft Solutions, Inc.,
AutoTurn Professional 31), version 8.1. The turning envelopes were plotted on an orthographic, geo-referenced image and existing
topographic survey information of the existing city hall site.
Final • August 2014 2-53 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
reflects the commentator's preference that the Via Lido Plaza delivery trucks pass through
the City's property and ignores its effect on the hotel operations and guests.
As noted in the comment and in the Draft EIR, CEQA requires an EIR to analyze a
reasonable range of alternatives that 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.
Only those impacts found significant and unavoidable are relevant in making the final
determination of whether an alternative is environmentally superior or inferior to the
proposed project. The impact analyses within the Draft EIR determined that the proposed
project would not result in any significant and unavoidable impacts and all potential impacts
were reduced to a less than significant level. The Draft EIR found that with mitigation,
impacts to traffic/circulation and emergency access would be reduced to a less than
significant level. Therefore, an alternative that preserved the existing gated vehicular access
location leading to a driveway across the project site to 32°d Street was not conducted and is
not required under CEQA. The Draft EIR notes that gated driveway access is not part of
the proposed project.
The City acknowledges that an EIR needs to discuss a range of reasonable alternatives. (See,
14 Cal Code Regs §15126.6(a), (c).) However, an EIR that discusses a reasonable range of
alternatives is not deficient simply because it excludes other potential alternatives from its
analysis. (City of Maywood v Los Angeles Unified Sch. Dist. (2012) 208 CA4th 362; Cherry
Valley Pass Acres & Neighbors v City of Beaumont (2010) 190 CA4th 316).
8-4 Refer to Responses 8-2, 8-3 and 8-31. The City has requested a judicial determination as to
the Via Lido Plaza's right to access from the City's property. Until such a judicial
determination is made, the City intends to exercise its rights to determine how its property is
managed and used. Retaining the existing gated vehicular access location leading to a
driveway across the project site to 32"d Streetis not part of the proposed project. As
analyzed in the Draft EIR, removal of this driveway would not result in inadequate
emergency access. Additionally, access to Via Lido Plaza for vehicles and truck deliveries is
available from Finley Avenue and Via Lido Drive. However, the City does not intend to
revoke its consent or close the driveway until the City receives a judicial determination that
Lido Partners has no right of access from the City's property, other than its permissive use
that may be revoked by the City at any time.
8-5 Refer to Response 8-3 and 8-4, above. The Draft EIR determined that all potential impacts
from the project would be mitigated to a less than significant level. CEQA requires an
analysis of a reasonable range of alternatives that would reduce the significant effects of the
project and attain the basic the project objectives. As there are no significant impacts
associated with the proposed project, CEQA does not require the City to consider an
alternative that preserved the existing gated vehicular access location leading to a driveway
across the project site to 32nd Street.
8-6 The modifications to the 32 d Street access are shown in Exhibit 3-3, Concept Layout, on page
3-6 and are described in Section 3.0, Pr�ect Dercn ion, under the heading Vehicular Access
Final • August 2014 2-54 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
and Parking, on page 3-14. The closure of the existing gated vehicular access location leading
to a driveway across the project site to 32" d Street is also indicated in Section 5.5,
Tra(ricl Circulation, on page 5-5-22. The project description also explains that the Applicant
has investigated the feasibility of including an access gate that would only be open to use by
delivery vehicles to and from Via Lido Plaza. However, as explained in the project
description, it is not under consideration as part of the project application and is not a
component of this project.
As described in Response 8-1, the existing gated vehicular access location leading to a
driveway across the project site to 32 d Street is not classified by the City as an alley or other
roadway. Rather, the City provided for use of this area pursuant to a Notice of Consent that
is subject to revocation by the City at any time. Therefore, as described in Section 5.5,
Traet-cl Circulation, of the Draft EIR, the proposed project would not require the closure of
any public or private streets or roadways, but rather it does close a driveway that the City
allows the public to use. The City consented to the public's use of the driveway in question
in 1964 but this consent is a revocable and does not constitute a permanent right of access as
suggested by the comment.
The comment inaccurately describes the City's position in the Complaint filed on April 7,
2014 (City of Newport Beach v. Lido Partners, No. 30-2014-00715029-CU-OR-CJC). In
fact, Paragraph 14 referenced in the comment letter states:
In or around July 2013, the City began processing a proposal for the redevelopment of the
City Property. The proposal contemplates the development of an upscale, boutique hotel on
the former City Hall Complex. The proposal envisions that the City would lease the
majority of the City Property for implementation of the development. While the proposed
development will not interfere with Defendants' use of the Finley Easement, the continued
use of the Disputed Area [by] Defendants (and their guests and invitees) may significantly
impair or restrict the redevelopment of the City Property.
8-7 This comments notes that a third -party review has been conducted regarding emergency
access. Please refer to Responses 8-8 through 8-11 below for detailed responses.
8-8 The need for the access between Finley Avenue and 32nd Street to directly access the
commercial site was carefully evaluated by the Newport Beach Fire Department. Access is a
critical concern to the fire department and the ability to access improved property in a
manner that meets the minimum requirements of the California Fire Code is essential.
In this case, it should be noted that the alley access was not a condition of approval during
the entitlement process for Via Lido Plaza. Adequate and code compliant access is currently
available, and has been repeatedly provided over the years, through the parking areas
accessed off of Finely Avenue and Via Lido or directly from these two streets as well as
Newport Boulevard. As a practical point the alley access would likely never be used by Fire
Station No. 2 personnel to access the commercial center. To do so would be to introduce
unneeded and unnecessary response delays based upon the configuration of the respective
Final • August 2014 2-55 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
sites. There will be no degradation in response time to the commercial center with this
project's proposed changes.
8-9 Via Oporto was designed and constructed before Newport Beach Fire Department
Guideline C.01 was established. As such, the access roadway is considered preexisting and
non -conforming to today's standards. In the City of Newport Beach, many such roads exist;
which is common throughout the state of California. City staff has been in active discussion
with the Fire Department on this specific issue. Increasing the width of the travel lane for
that portion of Via Oporto adjacent to Fire Station No. 2 is being considered. The distance
traveled by any apparatus responding out of the North Bay to reach 32nd Street would be
unchanged with the proposed modifications. Given no change in distance, there is no
reasonable or measurable way to state that response times would change.
8-10 Fire Apparatus do not currently pull through the station; all apparatus back in. While
apparatus door failure is always a possibility, the designs of such systems provide alternate
methods to open and close apparatus doors in the event of a power outage of mechanical
failure. This is true of every apparatus door located in any of the City's eight fire stations.
8-11 The proposed changes to the front of Fire Station No. 2 on 32nd Street are a welcomed
improvement by the Newport Beach Fire Department. By realigning 32nd Street and
extending the apron area in front of the station outward from the station towards 32nd Street,
line of sight of oncoming traffic in both directions would be improved. This would result in
increasing not only the safety of the responding crews, but also their visibility to oncoming
traffic, which would in turn decrease and not increase, the response times out of the station.
The intersection of 32nd Street and Via Oporto is uncontrolled and relies upon yielding
traffic to allow fire apparatus to merge onto 32nd Street during an emergency response and
the increased visibility of provided by the project will improve safety.
8-12 Refer to Response 8-2, above. The DEIR concludes that the impacts associated with the
project, which contemplates no driveway access to Via Lido Plaza, would not significantly
affect circulation in the area and impacts to traffic, parking, noise, air quality, GHG, and
other impact areas would be negligible.
8-13 Refer to Response 8-2, above. Although a negligible amount of trucks and emergency
vehicles may be rerouted, the volume would be minimal and would not create a significant
impact to adjacent City streets and parking.
8-14 The Draft EIR analyzed project impacts associated with hazards due to a design feature in
Section 8.0, EffiLas Found Not To Be Sign cant, and determined that there would be no impacts
in this regard. Vehicular access to Fire Station No. 2 is proposed to occur from Via Oporto
through a new curb cut and driveway and existing access on 32nd Street for Fire Station No.
2 would remain unchanged. The comment also notes that there is no traffic signal at the Via
Lido Drive entrance. However, there is also no traffic signal at the 32nd Street project
driveway either. Therefore, use of the Via Lido entrance would not create an additional
disruption to traffic in the area. Also, refer to Response 8-2, above.
Final • August 2014 2-56 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
8-15 Fire Station No. 2 is located just east of the project site, along 32❑d Street. The proposed
design includes relocating some of the existing parking spaces along the west side of the
building. These spaces will be removed and the spaces to the north of the building will be
realigned to provide additional spaces. This has been carefully designed with the Newport
Beach Fire Department, and has been determined to meet their needs. There would be no
impacts to the Newport Beach Fire Department or surrounding parking. Furthermore, since
the parking provided for the proposed site would result in no parking overflow, no off -site
locations (i.e., Via Lido Plaza) would be impacted. Please also refer to response 8-16.
8-16 An analysis of project's consistency with the City's General Plan and Local Coastal Plan is
provided within Section 5.1, Land Use and Relevant Planning, of the Draft EIR. As described
in the Draft EIR, the project would include active parking management, including valet
services in order to ensure adequate parking would be provided on -site to meet demand.
The project would also be required to comply with Municipal Code Section 20.40.070,
Development Standards for Parking Areas, which would ensure that adequate dimensions,
clearances, and access are available for use of the parking spaces. The Land Use analysis
within the Draft EIR found that the proposed project complies with the goals and objectives
of the Coastal Act, Newport Beach General Plan, and Newport Beach Municipal Code. In
addition, the project would be consistent with the Lido Village Design Guidelines.
The proposed project would not displace vehicle traffic onto adjacent City streets and
parking would not be impacted. Additionally, due to the lack of routine vehicle use, closure
of this driveway would also not result in increased traffic and noise impacts near pedestrian
corridors in the Lido Village Design Guidelines. Fire Station No. 2 would continue to have
access from 32nd Street with a new access provided from Via Oporto. In addition, the
proposed project would maintain the existing vehicular access to Via Lido Plaza at Finley
Avenue and Via Lido Drive.
The project modifications would not significantly impact traffic, circulation, or parking
associated with Fire Station No. 2. The project's application materials were reviewed by the
Newport Beach Fire Department, which determined that the project's design is acceptable.
8-17 Refer to Responses 8-2, 8-3 and 8-16, above. The proposed project would provide active
parking management, including valet services in order to ensure adequate parking would be
provided on -site to meet demand. The project plans include 148 parking spaces and can
accommodate more than 152 spaces when necessary by parking additional cars in drive aisles
subject to the City Traffic Engineer's approval of a valet operations plan that excludes
general patron access to the parking area. The project would also be required to comply
with Municipal Code Section 20.40.070, Development Standards for Parking Areas, which
would ensure that adequate dimensions, clearances, and access are available for use of the
parking spaces. Additionally, refer to Responses 8-2 and 8-3, above. The proposed project
would not result in significant impacts to emergency access or preclude delivery truck
access, and therefore, Via Lido Plaza would not need to make any physical changes to their
site that would result in the removal of parking. The comment also suggests that Via Lido
Plaza has a parking shortfall but in fact, Via Lido Plaza current surplus has a 20-space
Final • August 2014 2-57 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
parking surplus based upon City parking requirements and current uses while recognizing
past permit history.
8-18 An analysis of project consistency with the City's existing land use plan and permitting
ordinances is provided within Section 5.1, Land Use and Relevant Planning, of the Draft EIR.
The Draft EIR specifically analyzes consistency with General Plan Policy LU 3.2. The
proposed site layout, building architecture, and landscaping is planned to be consistent with
the Lido Village Design Guidelines and the City's goals to revitalize Lido Village Master
Plan.
The project would promote connectivity and enhance pedestrian access along Newport
Boulevard and 32nd Street through public open space areas, pedestrian paths, and landscaped
areas, providing a transition from Newport Bay to the Pacific Ocean. The pathway along
Newport Boulevard would lead from the beach and the intersection of Newport Boulevard
and 32nd Street to Finley Avenue, connecting with Lido Village.
8-19 This comment cites sections of the City's Municipal Code pertaining to planned
development permits and site development reviews. The proposed project would comply
with the City's Municipal Code and would be required to undergo all required site
development review and obtain all applicable permits.
8-20 Refer to Responses 8-2, 8-3, 8-18, and 8-19 above. Via Lido Plaza is will remain accessible
from Finley Avenue and Via Lido Drive. As analyzed in the Draft EIR and described above,
elimination of the access to Via Lido Plaza via 32nd Street would not create a safety hazard.
As set forth in the Draft EIR concludes, the project's impact, if any, on Via Lido Plaza is not
an impact that is either significant or required to be analyzed or mitigated under CEQA.
No evidence has been provided to support the commenter's assumption that the project will
disadvantage West Marine or limit Via Lido Plaza's ability to host a grocery store or "other
large-scale business that caters to growing residential use or would be attractive to hotel and
beach guests." However, even assuming there was substantial evidence to support this
assumption, in determining whether an environmental impact is significant, the question is
whether a project will affect the environment of persons in general, not whether a project
will affect particular persons. (See, Eureka Citizens for Responsible Gov't v City of Eureka
(2007) 147 CA4th 357, 376; Mira Mar Mobile Community v City of Oceanside (2004) 119
CA4th 477, 492.)
8-21 Refer to Responses 8-2 and 8-3, above. Via Lido Plaza is will remain accessible from Finley
Avenue and Via Lido Drive. As analyzed in the Draft EIR and described above, elimination
of the access to Via Lido Plaza via 32nd Street would not create a safety hazard. As access to
Via Lido Plaza from Finley Avenue and Via Lido Drive would remain, the Draft EIR
concludes that the impacts of the project's physical changes (the closure of the access to Via
Lido Plaza) are not significant and will not result in a loss of truck or emergency access. It
may not reflect the operational preference of Via Lido Plaza, but it does not preclude such
access. As such, it will not result in economic changes that will have impact on the
environment
Final • August 2014 2-58 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
8-22 The weekday analysis contained in the traffic impact analysis is adequate as adjacent roadway
traffic volumes are typically higher on weekdays than on weekends during the shoulder
season analyzed and Saturday traffic for the hotel is not expected to be 18 percent higher
than during the weekday. The 18 percent increase cited in Attachment B of the comment
letter is incorrectly based on rates for trips generated per occupied room. These rates should
only be utilized when occupancy rate information is available. When utilizing daily rates for
trips generated per room, the Saturday trip generation is only about one -quarter percent
higher than weekday trip generation (8.19 for Saturday compared to 8.17 for weekdays).
The weekday peak hour conditions analyzed in the traffic impact analysis for the shoulder
season is consistent with City policy. As stated in Attachment B of the comment letter, City
policy "emphasizes the avoidance of overbuilding traffic infrastructure to respond to periods
of peak beach traffic" by utilizing the shoulder season (typical spring/fall conditions) for
transportation planning. Analyzing and mitigating for beach traffic conditions would be
contrary to City policy and may result in overbuilt transportation facilities that damage the
character of the community.
The suggestion that the project results in traffic impacts that have the potential to interfere
with the Finley Easement is speculative at best. In fact, the Finley Easement recognizes that
the Finley Avenue driveway may be used by the public to access the Via Lido Plaza property.
The Finley Easement also expressly reserved the City's right to use the driveway for public
street purposes.
8-23 The City of Newport Beach Traffic Phasing Ordinance defines the morning and evening
peak hour periods as the four consecutive 15 minute periods from 7:00 a.m. to 9:00 a.m.
(morning) and the four consecutive 15 minute periods from 4:00 p.m. to 6:00 p.m. (evening)
with the highest traffic volumes. Accordingly, evening peak hour period traffic counts were
collected from 4:00 p.m. to 6:00 p.m. and the four consecutive 15 minute periods with the
highest traffic volumes were utilized in the traffic impact analysis.
The source data (in Attachment B of the comment letter) used to support a peak hour
period occurring around 2:00 p.m. is based on data for a single location at SR-55 near 22nd
Street. This data point is not representative of the City's traffic patterns because:
• SR-55 at this location is not located within the City boundaries or the study area of
the traffic impact analysis;
• The data presented is from June 3 through June 6, which is outside the shoulder
season utilized for transportation planning in the City of Newport Beach;
• A single location may not be representative of the overall area; and
• SR-55 at this location is a freeway, which may experience different traffic patterns
than non -freeway facilities comprising the study area.
8-24 The City had collected field counts between February and May as required by the Traffic
Phasing Ordinance; however, as stated on page 7 of the traffic impact analysis (refer to
Appendix 11.3 of the Draft EIR), new peak period traffic movement counts were collected
Final • August 2014 2-59 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
in October 2013 because the project site (former City Hall Complex) was still occupied at
the time the City of Newport Beach collected traffic counts between February and May.
Utilizing the City collected traffic counts would not have been representative of existing
conditions since the project site was no longer occupied by the City Hall Complex at the
time the traffic study was prepared.
It should also be noted that the October 2013 traffic counts utilized for the traffic impact
analysis are consistent with the intent of City policy to use the shoulder season (typical
spring/fall conditions) for transportation planning (Newport Beach General Plan, page 7-3).
8-25 Table 5.5-16. Forecast General Plan Buildout Wlith Proiect Conditions AMl PM Peak Hour Intersection
LOS, of the Draft EIR summarizes the Intersection Capacity Utilization (ICU) and Level of
Service (LOS) for General Plan buildout with project conditions. As noted in the comment,
some study intersections are shown to experience a slight decrease in volume to capacity, or
in other words an improvement in operations, with the addition of the proposed project.
This occurs because the General Plan buildout analysis accounts for buildout of the City of
Newport Beach according to the General Plan Land Use designations. As illustrated on the
City of Newport Beach General Plan Land Use Map and Zoning Map, the project site is
designated and zoned Public Facilities (PF). For General Plan buildout without project
conditions, the traffic impact analysis assumes the project site would have continued to
generate trips similar to the former City Hall Complex. As shown in Table 5.5-14, Er ect
Lni Generation Combarison, of the Draft EIR, the proposed 130-room hotel would generate
fewer trips than the former City Hall Complex. Therefore, some of the study intersections
are logically forecast to operate slightly better for General Plan buildout with project
conditions due to the proposed 130-room hotel generating fewer trips than the former City
Hall Complex.
Table 5.5-19, State Hiabway Forecast Year 2018 Cumulative Wlith Project Conditions, and Table 5.5-
20, State Highway Forecasi General Plan Buildout Without Pro/ect Conditions AM/PM Peak Hour
Intersection LOS, illustrate that the delay for General Plan buildout without project is generally
greater than forecast cumulative with project conditions; however, there are six study
intersections that do experience a decrease in delay. This can be attributed to the difference
in methodologies for deriving forecast traffic volumes for cumulative with project conditions
compared to forecast General Plan buildout conditions. The forecast cumulative with
project conditions traffic volumes are developed by manually adding trips from background
traffic growth, individual cumulative projects, and the proposed project to existing traffic
volumes conservatively not accounting for any interaction between each of the cumulative
growth components. The General Plan buildout without project conditions traffic volumes
are based on the Newport Beach Traffic Analysis Model (NBTAM) which does take into
account the interaction between future land uses, so it is possible for the traffic volumes at
some of the study intersections in the General Plan without project conditions analysis
scenario to be less than study intersection traffic volumes for the cumulative with project
analysis scenario.
Final • August 2014 2-60 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
8-26 The Guide for the Preparation of Traffic Impact Studies (2002) is a general guide for statewide
Caltrans policy which states that the Highway Capacity Manual methodology should be used
to evaluate signalized intersections, but does not provide specific input parameters. The
State Highway analysis has been prepared consistent with other traffic impact studies that
have been approved by the City of Newport Beach. Furthermore, the Draft EIR was
distributed to Caltrans for review and no comments were received.
8-27 As shown in Table 5.5-17, State Highway Existing Wlith Proiect Conditions AMIPM Peak Hour
Intersection LOS, of the Draft EIR, all existing State Highway study intersections are shown to
operate at an acceptable Level of Service (LOS A, B, or C). Therefore, the traffic impact
analysis is correct in identifying no significant traffic impacts related to existing deficiencies.
8-28 There is a distinction between deficient intersection operation and a significant impact. The
impact thresholds and significance criteria established by the City of Newport Beach, City of
Costa Mesa, and Caltrans agencies have been clearly defined in Section 5.5.3 of the Draft
EIR. The agency -established thresholds of significance allow for situations where project
traffic may contribute to a deficient intersection; however, the impact is not considered
significant if the project contribution is below a certain threshold. As documented in the
Draft EIR, the proposed project is not forecast to trigger any agency -established thresholds
of significance for traffic impacts.
The 3303 and 3355 Via Lido residential project (Lido Villas project) is an approved project
and is not included in the cumulative traffic analysis because implementation of the Lido
Villas project would "result in a net decrease in the amount of traffic the project site
contributes to area intersections and roadway segments, indicating that the project would
result in a slight improvement to the performance of area intersections and roadway
segments as compared to existing conditions" (Mitigated Negative Declaration for the Lido Villas
Residential Development at page 5-106).
8-29 Daily counts were not conducted for the Draft EIR. Reference to daily traffic count
worksheets is a typographical error on page 5.5-6 of the Draft EIR and should only refer to
"peak hour count sheets".
8-30 The southbound direction of Newport Boulevard at 28th Street is an unsignalized, stop -
controlled intersection. The City of Newport Beach has no thresholds of significance for
unsignalized intersections. Therefore, the project would not have a significant impact at the
southbound Newport Boulevard at 28`" Street intersection and the intersection was not
identified for analysis.
8-31 As noted in Section 5.5, Traicl Circulation, of the Draft EIR, the two similar sites surveyed
were chosen because they were very similar to the proposed hotel and also in part because
hotel occupancy information was available. The hotel occupancy at the time of survey for
the L'Auberge Del Mar was at a minimum of 76 percent and the banquet areas were in use
during the days surveyed. The Estancia La Jolla was at a minimum of 73 percent occupancy
with the banquet areas in use during the times of surveys.
Final • August 2014 2-61 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
Hotel parking demand is sometimes determined as a number of parking stalls per hotel
room. This can serve to determine an approximate parking need, especially for sites without
a lot of additional uses, such as large banquet areas. For resort type hotels, there are often
uses that operate semi -independently from the hotel rooms, such as the banquet facilities.
The parking analysis studied numerous resort hotels throughout Orange County and found
that a room rate of 0.8 spaces per room is typically adequate. This peaks at approximately
midnight, when room usage is at the highest. However, this 0.8 per room parking rate does
not include banquet usage. If the spaces per room were to be raised to include the banquet
usage, that would create an unnecessary parking need during the night and when banquet
areas are not in use. Therefore, determining the number of parking spaces required per use,
and the time of day needs is the most accurate way to determine the parking needs of the
site, and to make sure there is not excess parking provided that is not necessary for the site
and allows for efficient use of all stalls. Determining the parking need for each individual
use is the most accurate way to predict the parking needs of the site. The banquet areas
were in use at the time of the survey, and Stantec (the preparer of the Parking Study) was in
communication with the hotels when choosing the weekend to count the parking, assuring a
high usage weekend. The meeting spaces were also in full use. Both hotels have meeting
rooms and event space, and both were in use during our counts. Specifically, the L'Auburge
has a large ballroom, in addition to the other meeting and event space. The sample hotels
have confirmed that during the surveys all spaces were in use with meetings, weddings, and
special events.
Stantec calculated the parking needs for the hotel with one car per room and 35 parked cars
for the restaurant, for a need of 152 parked vehicles. However, there is not a need for one
car per hotel room. Neither of the hotels surveyed for this parking study, nor any of the
previous resort hotels studied by Stantec staff have required more than 0.8 parking stalls per
hotel room. For example, the City of Anaheim has approved numerous parking studies for
resort hotels and determined that this rate is adequate. It is also noted that the spa and retail
uses would require high parking demands, as a stated project objective is to provide services
to residents as well as hotel guests. However, both of these facilities are recommended to
provide parking at the rate indicated by the City code, during the hours when they are in use.
The City code requirements are in place to provide the required number of parking spaces,
and these numbers would be adequate to meet the needs of both hotel guests, along with
visitors and residents.
8-32 Please refer to Responses 8-16 and 8-31.
8-33 Construction activities associated with the proposed project are described and analyzed
throughout the Draft EIR, including in Section 5.5, Traffi-c/Circulation, Section 5.6, Air
Qua li , and Section 5.8, Noise. As described in the Draft EIR, demolition would involve
removal of the former Newport Beach City Hall Complex. Demolition and project
construction would require various pieces of off -road equipment including, bore/drill rigs,
concrete/industrial saws, crawler tractors, off -highway tractors, rough terrain forklifts,
rubber tired loaders, and tractors/loaders/backhoes during demolition; graders, excavators,
Final • August 2014 2-62 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
tractors/loaders/backhoes and rubber tired loaders during grading; pavers, rollers, and
paving equipment during paving; cranes, tractors/loaders/backhoes, and forklifts during
building construction; and air compressors during architectural coating. Assumptions
associated with truck trips for demolition and soil hauling were based on the mass of
buildings to be demolished and the earthwork requirements provided by the project
applicant and included in the project plans.
An analysis of the demolished material is included in Draft EIR Section 5.10, Ha'-ards and
Hazardous Materials. As described in the Draft EIR, the potential for asbestos containing
materials (ACM) and/or lead -based paints (LBPs) exists on -site. However, these impacts
would be reduced to less than significant levels with the implementation of Mitigation
Measures HAZ-1 through HAZ-5, which require compliance with National Emission
Standards for Hazardous Air Pollutants (NESHAP) and other measures for the proper
handling of demolished materials.
The comment identifies a discrepancy in the construction haul truck trips. Construction
haul trips are based on various construction activities including demolished material export,
soil import and export, material deliveries, etc. Construction truck trips are identified in
Section 5.5, Tra&c/Circulation, Section 5.6, Air !2u9lita, and Appendix 11.4, Air
OuaAal Greenhouse Gas Emissions Data. The proposed project would still require the import of
7,379 cubic yards of soil. However, it would only require 922 soil hauling trips rather than
2,188 trips.
Fugitive dust associated with project construction is quantified and analyzed in Section 5.6.4
(Impacts and Mitigation Measures). Table 5.6-5, Maximum Daily Pollutant Emissions During
Construction, depicts the fugitive dust emissions that would occur from project construction
(including demolition, soil hauling, and earthwork activities). The maximum particulate
matter concentration would be 10.72 pounds per day (lbs/day) for PM10 and 6.68 lbs/day
for PM25 in construction Year 1. Emissions in construction Year 2 would be lower than
Year 1. Emissions in each year are well below South Coast Air Quality Management District
(SCAQ)JD) thresholds of 150 lbs/day for PM10 and 55 lbs/day for PM2.5. Additionally,
although the unmitigated particulate matter levels are below the SCAQMD thresholds,
Mitigation Measures AQ-1 and AQ-2 are recommended to ensure compliance with
SCAQMD rules and to reduce fugitive dust even further. Refer to Draft EIR Section 5.6,
Air Quali , for a detailed discussion of all construction -related emissions including fugitive
dust.
As described above, air emissions are analyzed in the Draft EIR and were determined to be
less than significant. Construction activities were also analyzed in Section 5.8, Noise, and
Section 5.5, Traffic/Circulation. Construction noise impacts were determined to be less than
significant with adherence to the Municipal Code Section 10.28.040 requirements and
compliance with the recommended Mitigation Measure N-1. Mitigation Measure N-1 would
reduce short-term construction noise impacts by requiring mobile equipment to be muffled
and requiring best management practices for hauling activities. Construction traffic impacts
were also determined to be less than significant with the implementation of Mitigation
Final • August 2014 2-63 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
Measure TRA-1. Mitigation Measure TRA-1 would minimize traffic and parking impacts
upon the local circulation system through the implementation of a construction management
plan. The construction management plan would include, but not be limited to the following
measures: prohibit construction worker parking along local streets, identify appropriate haul
routes to avoid traffic disruptions, and limit hauling activities to off-peak hours.
8-34 The comment incorrectly assumes the Draft EIR defers mitigation. In fact, the Draft EIR
provides several verifiable mitigation measures with performance standards to ensure that all
potential impacts (including demolition) are reduced to a less than significant level; refer to
Response 8-34, above.
For example, as described above, all construction activities would be required to implement
Mitigation Measure TRA-1, which requires a construction management plan that would
include measures to minimize traffic and parking impacts upon the local circulation system.
These measures would address various topics including traffic controls for street closures,
routes for construction vehicles, hours for transport activities, and various others. As
required by CEQA, this measure has a timing mechanism (i.e., prior to the issuance of any
grading and/or demolition permits) and performance standards (i.e., Mitigation Measure
TRA-1 requires the Construction Management Plan to address specific topics and include
specific requirements/prohibitions).
Additional mitigation measures related to construction include Mitigation Measures AQ-1,
AQ-2, N-1, HAZ-1, HAZ-2, HAZ-3, HAZ-4, HAZ-5, HWQ-1, HWQ-2, HWQ-3, and
HWQ-4, among others. All of these measures specifically address the project and include
timing and performance standards as required by CEQA.
8-35 Refer to Response 8-2, above. It should be noted that the turning radius graphic (included
in Attachment A) does not analyze the turning radius of the existing gated access location at
Via Lido Plaza via 32nd Street. The driveway entrance on Via Lido Drive has a larger turning
radius than the existing gated access location at Via Lido Plaza via 32nd Street. As the radius
from both entries are similar, removal of the driveway access to Via Lido Plaza via 32nd
Street would not significantly affect access to Via Lido Plaza. Modification of the Via Lido
Street access and removal of existing parking spaces would not be required as this access is
similar to the access to Via Lido Plaza via 32nd Street.
8-36 Refer to Response 8-22, above. When utilizing daily rates for trips generated per room, the
Saturday trip generation is only about one -quarter percent higher than weekday trip
generation (8.19 for Saturday compared to 8.17 for weekdays). The weekday peak hour
conditions analyzed in the traffic impact analysis for the shoulder season is consistent with
City policy.
8-37 Refer to Responses 8-2 and 8-6, above. The discussion within the Draft EIR acknowledges
that the driveway has been used for deliveries. Additionally, the description is accurate as
the gate currently exists at this location.
Final • August 2014 2-64 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
8-38 Refer to Responses 8-7 and 8-2, above. During preparation of the Draft EIR, the Newport
Beach Fire Department evaluated the permanent closure of this driveway and determined
that closure would not affect emergency access, as adequate fire access to Via Lido Plaza is
provided from Newport Boulevard, Via Lido, and private parking areas accessed by two
existing vehicular driveways.
8-39 Refer to Response 8-2, above. The Newport Beach Fire Department determined that
closure of the driveway would not affect emergency access.
8-40 Refer to Response 8-29 above. This reference will be corrected in the Final EIR.
8-41 Refer to Response 8-23, above. The traffic analysis was prepared in accordance with the
City of Newport Beach Traffic Phasing Ordinance.
8-42 Refer to Response 8-25, above. The decrease in intersection capacity utilization (ICU)
during with project conditions is due to the change in land uses, which would have fewer
trips. Additionally, different methodologies were used for these forecast scenarios.
8-43 Refer to Response 8-25, above. The change in traffic volumes is due to changes in land uses
and different methodologies.
8-44 Refer to Response 8-26, above. The Highway Capacity Manual methodology was used for
signalized intersections; however this manual does not provide specific input parameters.
The analysis was prepared consistent with other traffic impact studies that have been
approved by the City of Newport Beach.
8-45 Refer to Response 8-26, above. The Highway Capacity Manual methodology was used for
signalized intersections. The analysis was also prepared consistent with other traffic impact
studies that have been approved by the City of Newport Beach.
8-46 Refer to Response 8-26, above. The Highway Capacity Manual methodology was used for
signalized intersections, and the modeling is consistent with other traffic impact studies that
have been approved by the City of Newport Beach. It should also be noted that the Draft
EIR was distributed to the California Department of Transportation during the 45-day
public review period, and no comments were received from that agency.
8-47 Refer to Response 8-27, above. There is a distinction between deficient intersection
operation and a significant impact. As documented in the Draft EIR, the proposed project
is not forecast to trigger any agency -established thresholds of significance for traffic impacts.
8-48 Refer to Response 8-16, above. The project modifications would not significantly impact
traffic, circulation, or parking associated with Fire Station No. 2. The project's application
materials were reviewed by the Newport Beach Fire Department, which determined that the
project's design is acceptable.
Final • August 2014 2-65 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
8-49 Refer to Response 8-31, above.
8-50 Refer to Response 8-31, above.
8-51 Refer to Response 8-31, above.
8-52 As discussed in Section 5.5, Tragcl Circulation, of the Draft EIR, implementation of a Parking
Management Plan (Mitigation Measure TRA-2) that includes restricted parking, time limit
parking, parking guide signage, and addresses staff parking would ensure that parking is
managed on -site, reducing potential impacts associated with parking supply during peak
demand to a less than significant level. Furthermore, it should be noted that the parking
management plan would apply at any times deemed necessary by the hotel and the City,
likely including both weekends and weekdays. Refer to Response 8-17, above.
8-53 The comment indicates that employees parking on -site would make parking inadequate. The
parking estimated includes all employees, as well as other users of the site. Therefore,
employees are included in all parking calculations and estimates for uses at the site. The
intent is to encourage employees to use these spaces, as they have been included when
determining the parking count, and to make sure they are not parking at other locations off -
site.
8-54 Refer to Response 8-32, above.
8-55 Refer to Response 8-9, above.
8-56 Refer to Response 8-10, above.
8-57 Refer to Responses 8-2 and 8-8, above. The project's application materials were reviewed by
the Newport Beach Fire Department, which determined that the project's design is
acceptable.
8-58 Refer to Response 8-16, above. The project modifications would not significantly impact
traffic, circulation, or parking associated with Fire Station No. 2. The project's application
materials were reviewed by the Newport Beach Fire Department, which determined that the
project's design is acceptable.
8-59 Refer to Response 8-11, above.
Final • August 2014 2-66 Response to Comments
S
City of Newport Beach
Lido House Hotel
Environmental Impact Report
Attachment 1— Fuscoe Engineering Memorandum
Final • August 2014 2-67 Response to Comments
'r1i�l Irvine
7 San Diego
FLos Angeles
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El Centro
E N B 1 N E E R I N 6 Danville
June 27, 2014
Mr. Anthony Wrzosek
Vice President, Planning & Development
R.D. Olson Development
2955 Main Street, Third Floor
Irvine, CA 92614
Re: Response to Comments to Lido House Hotel Draft EIR from Paul Hastings,
LLP, Delivery Truck Access to Via Lido Plaza
Dear Mr. Wrzosek;
At the direction of R.D. Olson Development, Fuscoe Engineering to review comments
received from Paul Hastings, LLP to the Lido House Draft EIR. Our review was limited to
analyzing delivery truck access to the Via Lido Plaza property to the north of the proposed
Lido House Hotel. Below is a summary of our study.
Fuscoe Engineering generated four sheets illustrating the existing condition, ingress travel
for the proposed condition (two sheets) and egress travel for the proposed condition. The
truck turning envelopes were generated using Transoft Solutions, Inc., AutoTurn
Professional 3D, version 8.1. The turning envelopes were plotted on an orthographic,
geo-referenced image and existing topographic survey information of the existing city hall
site.
In reviewing the access exhibit, which appears to be prepared by Webb, we concur that
access from Newport Boulevard/Finley Avenue through the existing parking lot entry is not
feasible, even in its present configuration as shown on the truck turn study provided with the
Paul Hastings, LLP comments. We also concur that egress from the truck dock on the Via
Lido property to Via Lido is viable, as shown in the upper middle view of the same
referenced exhibit.
We respectfully take exception to the entry analysis from Via Lido as shown on the truck
turn study provided with the comments. The exhibit assumes a vehicle is present in the
northbound exit lane of the Via Lido Plaza driveway, restricting access. While we concur
that a vehicle in this position would restrict access, the same condition exists while entering
from 32nd Street to the existing driveway (refer to Fuscoe's 'Existing Conditions' Exhibit 1).
If the assumption is vehicles are in this position, access to the Via Lido property from both
16795 Von Karman, Suite 100, Irvine, California 92606 tel 949.474.1960 fax 949.474.5315 www.fuscoe.com
Letter to Anthony Wrzosek
June 27, 2074
Page 2
streets is not feasible even in the existing condition. The comments to the draft EIR imply
that current access is taken from 32nd Street through the existing driveway. Both the truck
turn study provided with the Paul Hastings, LLP comments and Fuscoe's exhibit, show that
the truck envelopes encroach into the adjacent, opposing lane when entering from either
via Lido or 32nd Street. Fuscoe found no scenario where encroachment into the opposing
lane would not occur in either the existing or proposed conditions, from either street. A
more practical scenario would not have a vehicle in the opposing lane. A delivery truck
would simply wait until the vehicle cleared the lane.
Using the entry from Via Lido for ingress also appears to be a simpler maneuver than using
the 32nd Street driveway entry. The entry from Via Lido required a single backing maneuver
(refer to Fuscoe's 'Ingress' Exhibit 2A) while the 32nd Street entry indicates a three point turn
is required for access to the truck dock.
As an alternate access scenario, Fuscoe also routed a truck from eastbound 32nd Street,
north onto Lafayette Road and northwest onto Via Lido (refer to Fuscoe's 'Ingress' Exhibit
213). This path provides access to the Via Lido property from the westbound left lane of Via
Lido, avoiding entering Via Lido from Newport Blvd.
In summary, it is our opinion that access to the truck dock facility located on the Via Lido
property is viable from Via Lido, and may be easier than using the 32nd Street driveway.
The Fuscoe study indicates truck traffic can readily enter from Via Lido without interference.
However, scuff marks on the existing curb returns indicate that vehicles have scraped the
curb face in the past. We would recommend improving the existing driveway approach
curb aprons to larger radii, using current City of Newport Beach standards as guidelines to
provide more room for maneuvering.
We hope that the information herein is beneficial. Please contact me if you have any
questions at (949) 474-1960.
Sincerely,
FUSCOE ENGINEERING, INC.
Mark Nero, P.E.
Project Manager
enclosures
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COMMENT LETTER 9
Comments on Draft EIR re: Lido House Hotel
Study Session June 5, 2014
Commenter-- Kathryn H. K. Branman
COMMUNITY
JUN 1 12014
DEVELOPMENT G�
OP tvmpoo
The below comments were prepared by me in anticipation of delivering them to the Planning
Commission and Staff at the Study Session on 615. Because of timing, 1 had to leave before 1
could speak. For this reason, 1 am submitting them to you now, with the request that they be
included in the minutes as comments/questions from the audience.
1 want to go on the record as objecting to the manner in which the June 5 Memorandum re:
PA2013-217 and PA2012-031 was made available to the public, This document was not on the 9-1
City website prior to the Study Session. [Nevertheless, the slick Powerpoint presentation shared
at the beginning of the Study Session showed these proposed Amendments were finalized well
in advance and should have been made available to the general public in time for the public to
read, understand and comment on them at the 615 Study Session. To the uninitiated, this looks
like deliberate obfuscation and l want to register my objection to this behavior by City staff and
the Planning Commission.
Zoning:
1. Why has the zoning not been changed? This was recommended and is necessary to go I 9-�
forward with the hotel project. It is still zoned "public facilities".
2. Why is there still a reference to "mixed use/residential or hotel". 1 9-3
3. Mixed use/Residential is strongly opposed by the community. We continue to oppose
any persistent reference to this language. 1 9-4
4. The E I R has internal inconsistencies in this respect which need to be corrected after the
zoning is changed. 1 9-5
5. If LHH is not the project then we want another hotel to be the project -- not some mixed
use or residential use. 1 9-6
6. Why has the Coastal Land Use Plan not been amended at this juncture? 1 9-7
7. Has the City's failure to deliberately pursue these zoning changes contributed to the
delays we seem to be seeing (completion now pushed to 2018)? Forecast should be 9-8
2017.
Goals & Objectives:
1. What is the reference to "Assembly"? If this contemplates events such as weddings
at the hotel, then that language, like "special event opportunities" should be used. If 9-9
other special events, those should be identified by the hotel.
2. What is meant by the "extended stay" identification for suites and villas? The public I 9-10
strongly opposes the concept of a residential use in connection with the hotel. A guest
can stay as long as they wish but marketing these suites or villas in this manner is not a I 9-10
use we want to encourage — leads in a direction that is undesirable.
3. Why is the goal a "viable" hotel? We want a hugely successful, money -making hotel that
will operate in this location forever and give rise to other successful operations in nearby 9-11
areas like Lido Marina Village.
Lido Design and Architecture:
1. Lido Village Design Guidelines are not regulatory and should not be set forth as such - I 9-12
do not belong here_
2. Need explanation of the view limit I 9-13
3. Land use amendments cannot be combined with the ERi for this project — there is no
Lido Village Master Plan. 9-14
4. Name of the hotel should not include the word, "house". The imagery unfortunately
connotes uses we are trying to eliminate, not the concept of "cozy". The direction we 9-15
should be going in is "resort".
5. Ficus trees, if eliminated, could allow for shifts in food service set --up which would make I 9-18
for a more efficient hotel operation.
Alternative Uses to this Project:
1. There is no better use for this land than the hotel (and if not LHH then another high -end
hotel should be identified). The reasons this project was selected need to be spelled out 9-17
with particularity.
2. It is not environmentally better to reduce the density of the project. We need the rooms
planned in order for the project to be successful. This reference should be eliminated. 1 9 1$
3. The old City Hall had just as great a burden on parking and traffic with visitors, city- j 9-19
owned vehicles and employees as this hotel will have — perhaps even more.
4. If the Coastal Development Plan is pursued, this discussion will be rendered moot. I 9-20
5. We do not need another park or public facility in this location. Such uses will not
complement the Lido Marina Village revitalization. 9-21
General Observation: We need a better understanding of why the negotiation of the Ground
Lease is taking so long. Perhaps the City should include a Right of First Refusal for Olson in 9-22
the Lease. Including land use amendments in the ❑EIR needs to be explained.
City of Newport Beach
Lido House Hotel
Environmental Impact Report
9. RESPONSES TO COMMENTS FROM KATHRYN H. K. BRANMAN, DATED
JUNE 11, 2014.
9-1 The Lido House Hotel Draft EIR and supporting materials were posted to the City's web
site at the start of the public review period (April 29, 2014) at the following link:
http://www.ngm�2ortbeachca.gov/index.aspx?page=1347
The memorandum and PowerPoint that is mentioned in the comment letter were merely
summaries of the information and findings contained within the Draft EIR. No new
information was presented that was not already available to the public.
9-2 In April 2012, the City Council directed staff to prepare necessary amendments of the
General Plan, Coastal Land Use Plan, and Zoning Code to support re -use of the site for a
variety of potential land uses. Initially, uses considered included commercial, residential,
and/or civic uses that could include a community center, public plazas, a fire station and/or
public parking. The proposed Lido House Hotel was not part of the project at that time.
Between June and September of 2012, the City had a market and economic feasibility
analysis prepared for visitor accommodations. Ultimately, the City Council included visitor
accommodations in the proposed land use plan and Zoning amendments and directed staff
to issue a Request for Qualifications ("RFQ") to gauge what interest there was for
development of either a mixed -use project or hotel development.
The City continued to process the proposed amendments separately from the RFQ process
and prepared an Initial Study/Mitigated Negative Declaration (IS/MND) for the
amendments without a development project. The amendments and IS/MND were
considered by the Planning Commission in January of 2013. The Commission
recommended approval of the proposed amendments; however, the City Council was not
asked to take action on the amendments due to the approaching submission of development
proposals. To date, no final action on the land use plan and zoning amendments has
occurred.
The City received 15 statements of qualifications in response to the City's RFQ, and in
January 2013, the City Council selected 6 teams (3 hotel developers and 3 mixed-
use/housing developers) to prepare development proposals. Three proposals were
submitted (2 hotels and 1 mixed -use project) in April of 2013, and in July 2013, after
extensive public comment, the City Council selected R.D. Olson as the development team to
pursue a hotel project. The City Council executed an Exclusive Negotiating Agreement with
R.D. Olson and established an ad -hoc negotiating committee consisting of Council Members
Hill and Selich. After that meeting, the ad -hoc committee, staff, and R.D. Olson conducted
negotiations related to the terms of a long-term lease. Those negotiations are ongoing and
have not been concluded. R.D. Olson submitted a Site Development Review and
Conditional Use Permit applications consistent with their proposal and applicable Zoning
Codes. The City decided to prepare an Environmental Impact Report (EIR) for the
Final • August 2014 2-76 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
proposed hotel development and the proposed amendments rather than process the hotel
proposal separately. The prior IS/MND is no longer being considered and the ground lease
will be considered by the City Council after they take action to certify the Draft EIR and
approve the proposed amendments and hotel applications (if appropriate).
9-3 Please refer to Responses 7-1 and 7-2.
9-4 This comment is noted. The project site is currently being considered for development of a
99,625 square foot hotel and is therefore analyzed within the Draft EIR. The project
objectives support development of the site with the boutique hotel use, as proposed. Please
refer to Responses 7-1 and 7-2.
9-5 Please refer to Response 9-4.
9-6 Please refer to Response 9-4.
9-7 Please refer to Response 9-2.
9-8 As discussed in Response 9-2, the proposed amendments were analyzed in the Draft EIR,
and will be considered by the City Council along with the proposed project. As noted in the
Draft EIR, the project's opening year would be 2018. The decision to postpone
consideration of the proposed amendments to evaluate the amendments together with the
proposed Lido House Hotel in the Draft EIR was necessary to comply with the California
Environmental Quality Act. It also allows the City to more thoroughly evaluate potential
environmental impacts of the overall project. Any delays in the ultimate redevelopment of
the project attributable to the decision to prepare the Draft EIR were considered necessary.
Completion of the project in 2017 is not considered likely due to typical processing times
with the California Coastal Commission.
9-9 As noted on page 3-7 of the Draft EIR, the project would include a ballroom and meeting
areas including a lawn area where periodic events (i.e., meetings, weddings, corporate
functions, etc.) could occur.
9-10 The extended stay portion of the proposed hotel would be similar to other extended stay
hotels. No long-term usage would be provided, and the extended stay guest suites and villas
would not operate as a residence. Additionally, no form of fractional or time share
ownership is proposed.
9-11 This comment is noted. As mentioned in Section 3.4, Goals and Obiectives, in the Draft EIR,
"viable" is in terms of the financial stability of the hotel operations. A hugely successful,
money -making hotel would be presumed to be a commercially viable hotel.
9-12 Please refer to Response 7-4.
Final • August 2014 2-77 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
9-13 Coastal Land Use Plan Policy 4.4.2-1 establishes a 35-foot height limit for areas along the
shore including the project site. The origins of the policy date back to the early 1970's when
taller development trends were viewed threatening views of the bay and shore as well as a
change in community character. Policy 4.4.2-1 along with other view protection policies
provided in the General Plan only applies to public views from designated vantages. Private
views are not protected. As discussed in Section 5.2, AestheticslLight and Glare, of the Draft
EIR, implementation of the proposed project will have a less than significant impact on
public views. Please also refer to Response 6-6.
9-14 The City decided to prepare an Environmental Impact Report (EIR) for the proposed hotel
development and the proposed amendments rather than process the hotel proposal
separately consistent with the California Environmental Quality Act. The preparation of the
Draft EIR allows the City to more thoroughly evaluate potential environmental impacts of
the overall project. Please also refer to Responses 7-1 and 7-4.
9-15 This comment refers to a suggested change to the name of the hotel. No environmental
concerns are brought forth in this comment.
9-16 As discussed in the Draft EIR, the two existing large ficus trees along Newport Boulevard
are considered City Landmark Trees, and are integrated into the project's design and will be
protected in place during construction. The commenter suggests that removing these trees
may facilitate food service operations.
9-17 This comment is noted and no specific environmental concerns are brought forth. Please
also refer to Response 7-3.
9-18 This comment is noted and no specific environmental concerns are brought forth. Please
also refer to Response 7-3.
9-19 As noted in Section 5.5, Traoc and Circulation, in the Draft EIR, the proposed project would
not result in any significant impacts related to traffic and parking.
9-20 CEQA Guidelines 15126.6 requires an EIR to analyze a reasonable range of alternatives that
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. Only those impacts found
significant and unavoidable are relevant in making the final determination of whether an
alternative is environmentally superior or inferior to the proposed project. The impact
analyses within the Draft EIR determined that the proposed project would not result in any
significant and unavoidable impacts and all potential impact were reduced to a less than
significant level.
9-21 This comment is noted. Please refer to Response 9-21.
9-22 This comment is noted and no specific environmental concerns are brought forth. Lease
negotiations are ongoing and have not been completed cannot be concluded before action
Final • August 2014 2-78 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
on the Draft EIR and action on the proposed land use plan and zoning amendments and the
pending Site Development Review and Conditional Use Permit applications. Please also
refer to Response 9-2.
Final • August 2014 2-79 Response to Comments
COMMENT LETTER 10
From: Angel Lin [mailto:alin@octa.net]
Sent: Tuesday, June 17, 2014 5:10 PM
To: Campbell, James
Cc: Dan Phu
Subject: Lido House Hotel EIR Comments
Hi James,
Thank you for the opportunity to review Lida House Hotel Environmental Impact Report. I
realized the comments were due Friday, June 13, 1 would greatly appreciated if you would
consider the comments below:
Cooperative work with OCTA staff to determine optimal placement and design of bus transit
facilities in and around the project area is recommended. The design of these amenities can be
aesthetically incorporated into the project while satisfying accessibility standards set forth by the
Americans with Disabilities ACT (ADA). Additionally, since project construction could pose
significant impacts to transit service, mitigation measures should be employed to minimize any
potential disruptions in transit services. Please contact OCTA Stops and Zones at 714-560-5816
to coordinate any bus stop improvements or construction closures.
Thank Yo..,
Angel Lin I Transportation Analyst I OCTA
alin@octa.net 17145C05A93 direct 17145605794 fax
The infonnation in this e-mail and any attachments are for the sole use of the intended recipient
and may contain privileged and confidential information. If you are not the intended recipient,
any use, disclosure, copying or distribution of this message or attachment is strictly prohibited. If
you believe that you have received this e-mail in error, please contact the sender immediately
and delete the e-mail and all of its attachments.
1 0-1
City of Newport Beach
Lido House Hotel
Environmental Impact Report
10. RESPONSES TO COMMENTS FROM OCTA, DATED JUNE 17, 2014.
10-1 This comment pertains to the potential impacts to the existing Orange County
Transportation Authority (OCTA) bus stop at Newport Boulevard and Finley Avenue. It
should be noted that the existing bus stop facilities would not be removed or impacted
during project -related construction and operational activities. Any work in the public right-
of-way requires City Public Works Department review, and approval of an encroachment
permit. When the permit involves or affects OCTA facilities, the City initiates a consultation
process with OCTA. Should the existing bus stop facilities be enhanced to be more
compatible with the proposed project, the City will consult with OCTA Stops and Zones
group.
Final • August 2014 2-81 Response to Comments
COMMENT LETTER 11
" ,.�,
CD1S'6N
June 13, 2014
James Campbell, Principal Planner
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
jcampbell@newportbeachca.gov
Re: Lido House Hotel
Dear Mr. Campbell:
Jenelle Godges, Region Manager
Local Public Affairs
7333 Bolsa Avenue
Westminster, CA 92683
RECEIVED 8f'
COMMUNITY
JUN 232014
_} DEVELOPMENT �.r^
�P
rak NeWpoR, $
Southern California Edison {SCE} appreciates the opportunity to provide review and comment on the
Draft Environmental Impact Report (EIR) for the Lid House Hotel. The proposed project would develop a
130-room Lido House Hotel, which would also include meeting rooms, accessory retail spaces, a
restaurant, lobby bar, rooftop bar, guest pool and recreational areas, and all required appurtenant
facilities including, but not limited to on -site parking, landscaping, utilities, and adjoining public
improvernents. The hotel would be no larger than 99,625 gross square feet
SCE is the electrical service provider for the City of Newport Beach and maintains an electrical system
that consists of a network of electrical facilities (transmission, distribution, and supporting appurtenances)
within the City. SCE has not evaluated the electric service requirements for the proposed project. Based
on the scope of the project, it may require upgrades to SCE's electric system and infrastructure. To
initiate the service evaluation, SCE requests that the project developer contact our Local Planning
Department at (714) 895-0244,
SCE has reviewed the Draft E I R for the proposed project and has no further comments. If you have any
questions regarding this letter, please do not hesitate to contact me at Jenelle.Godges@sce.com or
(714)895-0271.
Regards,
pJeelledgeslic Affairs Region Manager
Southern California Edison Company
11-1
City of Newport Beach
Lido House Hotel
Environmental Impact Report
11. RESPONSES TO COMMENTS FROM SCE, DATED JUNE 13, 2014.
11-1 This comment is noted. As noted in Section 5.12, Public Services and Utilities, the proposed
project is assumed to require 1,905 MWh of electricity per year. In comparison to SCE's
annual electricity output, the project -related electricity demand would represent an
insignificant portion of the existing demand. Due to the relatively small electricity demand
of the proposed project, it is anticipated that SCE would be able to handle the new load(s) in
both time and quantity. However, the Applicant will coordinate with Southern California
Edison's (SCE) Local Planning Department to determine if any project specific upgrades (i.e.
new or larger transformers or related equipment) would be required for the project.
Final • August 2014 2-83 Response to Comments
PAUL
HASTI N GS
1(415) 856-7000
gordonhart@pauIhastings.com
buckendemann@paulhastings.com
July 16, 2014
VIA EMAIL: JCAMPBELL@NEWPORTBEACHCA.GOV
VIA UPS OVERNIGHT
Mr. James Campbell, Principal Planner
City of Newport Beach
Community Development Department
100 Civic Center Drive
Newport Beach, California 92660
Re: Comments on the Final EIR for the Lido House Hotel Project
Dear Mr. Campbell:
COMMENT LETTER 12
COMMUNt1Y
JUL 17 2014
C DEVELOPMENT
k
v�
OP IvaWPOR,
77670.00004
On behalf of Lido Partners, we submit the following comments on the Final Environmental Impact
Report ("Final EIR") for the Lida House Hotel ("Project") proposed to be developed on the former City of
Newport Beach ("City") City Hall property. In particular, this letter focuses on the City's responses to the
package of comments and expert reports we submitted on behalf of Lido Partners on June 13, 2014.1
INTRODUCTION AND SUMMARY
The City's responses suffer from the adverse effects of an obvious "rush job" to produce the
document before the previously -scheduled July 17th Planning Commission hearing. In our experience, it
is virtually unprecedented to hold a hearing on a Final EIR barely a month after the close of the public
comment period on the Draft EIR for a controversial project. Even more egregious is providing the public
and the Planning Commissioners only four business days to review the Final EIR before the hearing. The
Final EIR was posted on the City's website Friday afternoon, July 11th, which we learned by checking the
City's website—no direct notice was provided to us as a commenter that the City's response to comments
was available. Frankly, this rush to judgment gives the impression that the City is acting more like an
advocate on behalf of a project on its own property that would produce substantial lease income for the
City than a neutral decision maker exercising its independent judgment to ensure that CEQA's legal
requirements are being scrupulously followed.
Our June 13th comments demonstrated that the Draft EIR failed to analyze and mitigate for
significant environmental impacts arising from the closure of an alleyway linking 32nd Street with Via Lido
Plaza (the "32nd Street Alley"), and also failed to adequately analyze a number of other impacts unrelated
to the closure of the 32nd Street Alley. As discussed below, the City's responses unwittingly reinforce our
position that the EIR is riddled with serious errors. In addition, the responses disclose startling new
information that all large delivery vehicle traffic to Via Lido Plaza will be re-routed to Via Lido, a busy
street that provides the primary access to Lido Isle and its 1,800 residents, without providing any analysis
of the significant impacts of this major change in traffic patterns.
1 Lido Partners continues to stand by its comments submitted to the City on June 13, 2014. Any issues
raised or not raised in this letter do not waive any of the serious concerns communicated in Lido Partners'
June 13 letter.
12-1
Paul Hastings LLP 1 55 Second Street I Twenty -Fourth Floor I San Francisco, CA 94105
L +1.415.856.7000 1 www.paulhautings.com
PA u L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 2
In sum, the City's responses fail to provide the meaningful analysis required in response to
specific evidence showing that the Project will have several significant environmental impacts not
considered in the Draft EIR, thus jeopardizing the adequacy of the Final EIR. For these reasons, the City
should correct the errors in the EIR, and recirculate it so the public has sufficient time to review and
comment upon the significant new information raised in the Response to Comments. Specifically, the
City has failed to provide a reasoned, good faith analysis of several issues, including but not limited to the
following:
• The City's new information regarding its intentions with respect to the closure of the 32nd Street
Alley in light of the pending litigation exacerbates the problem that the Project Description is not
"finite, stable, and accurate."
• The City contends that Via Lido Plaza will have sufficient delivery access by using only the Via
Lido driveway, despite acknowledging that turning safely into this driveway can be done only from
the westbound lane of Via Lido. The responses ignore several key differences between Via Lido
and the existing access from 32nd Street, however, and overlook that delays on Via Lido are
more likely to be encountered and more likely to disrupt the surrounding community.
■ The City's responses disclose for the first time that safe entry into Via Lido Plaza will require all
large delivery trucks to turn left from Newport Boulevard onto 32nd Street, then left again at
Lafayette, then left again at Via Lido, and then left again into Via Lido Plaza. Because the City
has never analyzed the significant traffic impacts of this circuitous route with regard to the Lido
Isle community, this new information requires the recirculation of the EIR.
• The City's inadequate responses to Lido Partners' comments on the Lido House Hotel Traffic
Impact Analysis ("Traffic Impact Analysis") and Parking Study for the Lido House Hotel ("Parking
Study") confirm that both such analyses are fatally flawed.
■ Regarding the insufficiency of emergency access to Via Lido Plaza, the City simply refers back to
prior, non-specific, and unattributed discussions with the Newport Beach Fire Department, which
supposedly previously assured the City that the Project would not significantly affect emergency
access. The Response to Comments provides no evidence to support this conclusion, and fails
to provide a reasoned analysis to justify rejecting the conclusions of the independent fire safety
expert Firesafe Planning Solutions that were included with Lido Partners' comments to the Draft
EIR.
■ While a lead agency must evaluate comments on a draft EIR and prepare written responses
disposing of any "significant environmental issue," the City improperly chose to ignore several of
Lido Partners' comments that indicated serious deficiencies in the EIR's analysis.
THE CITY MUST PROVIDE A DETAILED, WELL -REASONED ANALYSIS IN RESPONSE TO
SPECIFIC COMMENTS CRITICIZING A DRAFT ENVIRONMENTAL IMPACT REPORT
12-1
A lead agency must evaluate comments on a draft EIR and prepare written responses describing 12-2
the disposition of any "significant environmental issue" raised by commentators. Cal. Pub. Resources
Code § 21091(d). The requirement to respond to comments helps ensure that a lead agency "fully
consider[s] the environmental consequences of a decision before it is made, that the decision is well
PA U L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 3
informed and open to public scrutiny, and that public participation in the environmental review process is
meaningful." City of Long Beach v. Los Angeles Unified School Dist., 176 Cal. App. 4th 889, 904 (2009)
(citations omitted).
The lead agency is required to provide specific responses when a public comment raises an
objection about a specific environmental issue. 14 Cal. Code Regs. §§ 15088(c), 15204(a). "Such
responses must include a description of the issue raised 'and must particularly set forth in detail the
reasons why the particular comments and objections were rejected and why the [agency] considered the
development of the project to be of overriding importance."' Dunn -Edwards Corp. v. South Coast Air
Quality Management District, 19 Cal. App. 4th 519, 534 (1993) (citations omitted). "The requirement of a
detailed analysis in response ensures that stubborn problems or serious criticism are not `swept under the
rug."' Santa Clarita Org, for Planning v. County of L.R. 106 Cal. App. 4th 715, 723 (2003) (citation
omitted). Detailed responses must provide a reasoned, good faith analysis of the comment received,
because "[c]onclusory statements unsupported by factual information" frustrate CEQA's informational
purpose and may render the EIR legally inadequate. 14 Cal. Code Regs. § 15088(c); see Flanders
Found. v. City of Carmel -by -the -Sea, 202 Cal. App. 4th 603, 615-617 (2012) (invalidating FIR because of
insufficient responses to comments and finding that the City's "effort to conjure up reasons now is too
late."). Well -reasoned responses are particularly important when experts have submitted critical
comments on a project. See Berkeley Keep Jets Over the Bay Comm. v. Board of Port Comrar's, 91 Cal.
App. 4th 1344, 1367 (2001) (invalidating Final El where defendant Port "perfunctorily discredited"
plaintiff's expert without providing any contrary analysis).
III. THE CITY'S RESPONSE TO COMMENTS IS DEFICIENT AND FAILS TO FULLY CONSI
THE PROJECT'S ENVIRONMENTAL CONSEQUENCES
A. The City's Muddled Responses Regarding Its Intentions With Regard To The Closure of
the 32nd Street Alley In Light Of The Pending Litigation Exacerbate The Problem That
The Project Description Is Not "Finite, Stable, and Accurate"
In our June 13 comments, we accurately, and unequivocally, stated that"jt]he legal deficiencies
in the Draft FIR ... do not turn on whether a license or easement exists, and are distinct from the legal
claims at issue in the litigation." By contrast, the City's responses regarding the relevance of the property
rights disputed in the litigation are equivocal and confusing. Response 8-2 states, "[t]he City does not
intend to revoke its consent or close the driveway until the City receives a judicial determination that Lido
Partners has no right of access to the City's property, other than its permissive use that may be revoked
by the City at any time." However, Response 8-4 states, "Until such a judicial determination is made, the
City intends to exercise its rights to determine how its property is managed and used," and then states
that retaining access to the 32nd Street Alley is "not part of the proposed project." Reconciling these
statements is not easy, but the most logical conclusion appears to be that if the City loses its lawsuit and
Lido Partners does not consent to the closure of the 32nd Street Alley, then the Project cannot be built.
However, given the fact that the original proposal for the Project did not assume the closure of the
32nd Street Alley, we find it difficult to believe that the developer and the City would not find a way to
proceed with the Project if they were unable to close the 32nd Street Alley. Therefore, we think it is
disingenuous, and inconsistent with CEQA's public disclosure requirements, for the City to not disclose to
the public how the Project would be modified if it loses its litigation and is unable to close the 32nd Street
Alley.
12-2
12-3
PAUL
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 4
B. The City's Insistence That Via Lido Can Accommodate Large Truck Traffic Ignores the
Obvious Differences Between 32nd Street and Via Lido
In several of its responses, the City acknowledges that large trucks cannot access Via Lido Plaza
from the Finley Avenue entrance and justifies closing the 32nd Street Alley by suggesting that using the
Via Lido entrance for delivery and emergency access will be just as convenient as the existing access
from the 32nd Street Alley, 2 This assumption misunderstands several crucial differences between Via
Lido and 32nd Street.
Via Lido Is A Much Busier Road Than 32nd Street
Via Lido is a busy street that is the primary thoroughfare and access point for the 1,800 people
that live on Lido Isle. At the point of entrance into Via Lido Plaza, which lacks a traffic signal, Via Lido has
five lanes of traffic, including a dedicated left turn lane, and must accommodate incoming and outgoing
customer traffic to Via Lido Plaza and Lido Marina Village, the large commercial center to the north.
There is also substantial pedestrian traffic there, including over the crosswalk at the conjunction of Via
Oporto, Via Lido, and the entrances to Via Lido Plaza and Lido Marina Village. Any extra traffic or
disruptions on Via Lido, particularly if large tractor -trailer delivery trucks are rerouted to Via Lido, have the
potential to significantly impact a great number of people, including disrupting the nearby Via Lido/Via
Oporto intersection used by City paramedic units and causing back-up issues at the Via Lido/Newport
Boulevard intersection. 32nd Street, on the other hand, is a much less traveled, two lane side road,
which is one of many reasons why the 32nd Street Alley works so well for large trucks pulling in and out
of Via Lido Plaza.
2. Entering Via Lido Plaza From Via Lido is Much More Difficult Than Entering From
?nd StrPat
The City admits that it takes only a single car exiting Via Lido Plaza from the Via Lido driveway to
completely block all large truck access to Via Lido Plaza.3 The City tries to sidestep this significant
impact by building a strawman, noting that a vehicle exiting the 32nd Street Alley could also cause the
same effect. But this ignores the reality that the Via Lido entrance is used heavily by shoppers and
visitors, and is thus much more likely to he clogged with cars and pedestrians that will constantly restrict
delivery access and cause trucks to idle in the middle of Via Lido for the time it takes the entrance to
clear. On the other hand, even the City recognizes that, even after Project completion, the 32nd Street
2 See, e.g., Final EIR at 2-51 to 2-54 (Response Nos. 8-2, 8-3); 2-56 (Response No. 8-14); 2-58 to 2-59
Response No. 8-21).
Final EIR at 2-52 (Response No. 8-2); Final EIR, Attachment t at 1, Exs. 2A, 2B (hereinafter "Fuscoe
Engineering Memo"). The City and Lido Partners also agree that large delivery vehicles could not use the
Finley Avenue entrance to access Via Lido Plaza. See Final EIR at 2-52 (Response No. 8-2); Fuscoe
Engineering Memo at 1. The City claims, however, that Finley Avenue does "not preclude access by
trucks that are smaller and more maneuverable." Final EIR at 2-52 (Response No. 8-2). This Response
misses the point, however. Via Lido Plaza's commercial tenants depend on delivery vehicles of all sizes,
including large delivery trucks, to deliver anything from boats (West Marine) to foodstuffs (the several
restaurant tenants). Putting aside whether wholesalers could even honor a tenant's request for a smaller
delivery vehicle, the main loading dock in the rear of Via Lido Plaza is sized to accommodate the
unloading of large delivery vehicles.
12-4
12-5
PAU L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 5
Alley "lacks routine vehicle use, ,4 therefore posing a much lower risk of creating significant traffic impacts
from idled delivery trucks. The City's argument that neither the Via Lido entrance nor the 32nd Street
Alley has a traffic signal is similarly specious 5—given the differences in configuration and use, the 32nd
Street Alley requires no traffic signal to offer safe, regular access to Via Lido Plaza. In short, the City's
comparison of Via Lido and 32nd Street fails to offer any meaningful evaluation of the suitability of Via
Lido for delivery truck access to Via Lido Plaza, where more traffic and longer wait times will lead to
significant traffic impacts.
Assuming that an exiting vehicle eventually clears the Via Lido driveway, the City's own
consultant confirms that truck access from Via Lido will be disruptive and potentially unsafe. According to
Exhibits 2A and 2B of the Fuscoe Engineering Memo, a truck traveling eastbound on Via Lido would need
to swing into the left lane to make the right turn into Via Lido Plaza. Because the wide swings required to
maneuver a large truck into position could tie up three lanes of traffic at once, resulting in an unsafe
condition, this access can hardly be considered feasible or practical. While entering Via Lido Plaza from
westbound Via Lido may be technically possible, a large truck would risk clipping a vehicle in the opposite
left -turn lane that was waiting to turn into Lido Marina Villages Under both scenarios, access to Lido
Marina Village to the north of Via Lido Plaza is impacted.
The City also admits that the Via Lido entrance is too narrow, and that the curb bears existing
scuff marks where vehicles have failed to execute the turn with sufficient clearance.' Exhibits 2A and 2B
to the Fuscoe Engineering Memorandum confirm the hazards presented by this narrow entrance,
showing that a large truck entering from Via Lido would clip the valet kiosk and any car parked in the first
or last parking stalls that front the eastern face of Via Lido Plaza. The City's own experts therefore
contradict the City's assertion that "Via Lido Plaza would not need to make any physical changes to their
site that would result in the removal of parking ."8 Although the City proposes improving the Via Lido
entrance and curb to accommodate the entry of larger vehicles,9 it offers no binding mitigation measure to
mitigate this traffic and circulation impact to a level of less than significant.
Finally, even assuming that a large delivery vehicle manages to enter Via Lido Plaza from Via
Lido, there are additional impacts associated with accessing Via Lido Plaza's loading dock. While the
City claims that accessing the loading dock from Via Lido is preferable because it requires a "single
backing maneuver,"10 this ignores the fact that entry through Via Lido places truck traffic directly in front of
the Via Lido Plaza storefronts (including anchor tenant West Marine), clogging the parking lot and placing
a hazard between customers and their vehicles. Moreover, the current traffic patterns within Via Lido
Plaza have worked without any necessary mitigation for over 50 years; for the City now to suggest that
terminating the 32nd Street Alley access will somehow improve circulation is nonsensical.
4 Final EIR at 2-57 (Response No. 8-16).
5 Final EIR at 2-56 (Response No. 8-14).
6 Fuscoe Engineering Memo, Exs. 2A, 2B.
Final EIR at 2-53 (Response No. 8-2). The City also appears to confuse the concepts of driveway width
and turning radius. See Final EIR at 2-64 (Response No. 8-35). While the Via Lido entrance (28.9 feet) is
wider than the 32nd Street Alley entrance (21.2 feet), trucks making a right from Via Lido will be force to
make a tighter turn than trucks turning left from 32nd Street, due to the difference in turning radii
attributable to right turns and left turns.
8 Final EIR at 2-58 (Response No. 8-17).
9 Final EIR at 2-53 (Response No. 8-2).
10 Id.
12-5
PAUL
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 6
3. The Increased Use of Via Lido and the Via Lido Entrance to Via Lido Plaza is
Significant New Information That Requires Recirculation of the FIR
If significant new information is added to an FIR during the public comment and response period,
the FIR must be recirculated for further review and comment. Cal. Pub. Resources Code § 21052.1;
14 Cal. Code Regs. § 15088.5(a), (d). "A decision not to recirculate an FIR must be supported by
substantial evidence in[) the administrative record." 14 Cal. Code. Regs. § 15088.5(e).
Here, the City's responses disclose for the first time that large delivery trucks can safely access
Via Lido Plaza only from the westbound lane of Via Lido, which will cause significant traffic hardships.
This new piece of significant information was never mentioned in the Draft FIR or any other Project
document, and will likely come as an unwelcome surprise to the 1,800 people on Lido Isle who must now
compete with tractor -trailer trucks on the main access road to the island. Because Via Lido is a busy
road, and because the Via Lido entrance is unable to safely and efficiently receive large vehicles without
significant blockage, disruption, and delay, these trucks have the potential to cause significant impacts to
both vehicle and pedestrian traffic. The revelation that Via Lido and Lafayette —which have rarely if ever
been used by delivery trucks servicing Via Lido Plaza —will now service all large truck traffic is new
information that requires recirculating the E I R for additional review and comment."
C. The City's Response to Lido Partners' Comments on the Traffic Impact Study and
Parking Analysis Confirms That Both Studies Are Fatally Flawed
To assist with its review of the City's Response to Comments, Lido Partners engaged traffic
engineer Sandipan Bhattacharjee, P.E., principal of Translutions, Inc., to review the adequacy of the
City's responses and the Fuscoe Engineering Memo. Mr. Bhattacharjee's conclusions are attached to
this response as Attachment A, and are incorporated by reference herein. The major deficiencies in the
City's Response, which should be corrected and recirculated for additional public comment, include the
following:
The City ignores the specific input parameters in the Highway Capacity Manual ("HCM"),
thus underestimating current traffic impacts. Despite the City recognizing that Caltrans
recommends using the HCM,12 the City somehow overlooks the specific input parameters that the
HCM requires, including saturation flow rates, minimum green times and pedestrian timing
requirements, and peak hour factors. Chapter 10 of the HCM 2000 contains various input
parameters, and Chapter 16 explains how to use the parameters to perform the methodology
accurately. The City's failure to use input parameters, or to further analyze intersections where
the vlc ratio is greater than 1.0, underestimates the Project's true traffic impacts. That the City
has performed incorrect traffic analyses in the past, and that Caltrans overlooked the error in this
instance, does not give any measure of validation to the City's error.'3 The City's analysis
remains incomplete and wrong, and underestimates true traffic impacts.
11 Additionally, the City should recirculate the FIR due to the fatal flaws in the Traffic Impact Analysis,
discussed below
12 Final FIR at 2-61 (Response No. 8-26), 2-65 (Response Nos. 8-44 to 8-46).
13 See id. (claiming that the Traffic Impact Analysis was performed consistent with the City's other studies,
and observing that Caltrans submitted no comments on the Traffic Impact Analysis)
12-5
12-7
PA U L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 7
City Response No. 8-27 refers to the wrong table. Lido Partners' commented that the Draft
EIR, Table 5.5-21, wrongly concluded "no significant impact" for intersections 3 and 6. In
response, the City pointed to a different table, Table 5.5-17 as evidence that there are no existing
traffic impacts relating to existing deficiencies. 14 The City's response completely misses the
point, however, as Table 5.5-21 estimates long-term traffic deficiencies under the general plan
build -out, while Table 5.5-17 measures existing conditions at the (shorter term) completion of the
Project.95 Table 5.5-17 has nothing to with whether a significant impact will occur at intersections
3 and 6 with respect to the long time horizon of the general plan build -out. Table 5.5-21 therefore
remains incorrect and misleading, and should be corrected. In any event, with regard to existing
conditions at the time the Project is completed, Table 5.5-17 likely underestimates traffic impacts
due to the City's failure to conduct a proper HCM analysis.
The City misunderstands the cumulative impact analysis for traffic. In its comments, Lido
Plaza explained that the City is not free to pile traffic into intersections simply because those
intersections are already experiencing deficient levels of service. Under the City's misguided
understanding, however, significant traffic impacts occur only if the addition of Project -generated
trips causes the peak hour level of service ("LOS") to move from LOS A, B, or C, to LOS D, E,
F. Under the City's theory, adding any number of cars to an intersection already operating at
LOS D, E, or F could never cause a significant impact. Quite simply, that analysis makes no
sense and is legally wrong. See, e.g., Los Angeles Unified School Dist. v. City of Los Angeles,
58 Cal. App. 4th 1019, 1024-28 (1997) (holding that a project that resulted in an increase to traffic
that already exceeded established thresholds of significance contributes to a cumulate impact).
The City wrongly claims that significant traffic impacts cannot exist if they cannot be
measured by a City -determined threshold. The City claims that because unsignalized, stop -
controlled intersections have no City -determined thresholds of significance, the Cit� was justified
in failing to analyze the southbound direction of Newport Boulevard at 28th Street. ' This is
incorrect. An intersection should be analyzed as a study intersection regardless of whether the
City has a standard of significance, as significant impacts can still occur in the absence of a City -
issued threshold. See, e.g., 14 Cal. Code Regs. § 15065 (requiring a mandatory finding of
significance if substantial evidence indicates that any of the conditions in subsections (a) through
(c) are present}; Oakland Heritage Alliance v. City of Oakland, 195 Cal. App. 4th 884, 896 (2011 }
(describing Appendix G of the CEQA Guidelines as an "Environmental Checklist Form" that may
be used in determining whether a project could have a significant effect on the environment).
17-8
`mll
Wall]
• The City refuses to acknowledge that a weekend traffic analysis will more accurately
estimate the Project's traffic impacts. The City's factors used to calculate daily rate trips
ignore the fact that the Project, as a resort hotel, is likely to have much greater occupancy on the 12-11
weekends than during the week (unlike most other hotels),'$ After accounting for occupied
rooms, the trip generation rate for weekends is significantly higher than for weekdays. Because
peak hotel use is likely to correspond with peak beach traffic (and peak shopping at Via Lido
14 Final EIR at 2-61 (Response No. 8-27).
15 Draft EIR at 5.5-36 (Table 5.5-17), 5.5-39 (Table 5.5-21).
16 Final EIR at 2-61 (Response Nos. 8-27, 8-28).
17 Final EIR at 2-61 (Response No. 8-30).
1$ Final EIR at 2-64 (Response No. 8-36).
PA U L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 8
Plaza), the City should conduct a weekend traffic analysis. While City policy may prefer basing
traffic assumptions on "shoulder season," the City fails to provide any overriding considerations
explaining why the City should ignore the most significant traffic impacts to be caused by the 12-11
Project, which undoubtedly will occur on weekends during the summer.
The City improperly uses approved plan conditions to define the CEQA baseline. In trying
to clarify why several intersections showed the "without project' intersection capacity utilization
("ICU") as higher than the "with project" ICU, the City states that "[t]his occurs because the
General Plan buildout analysis accounts for buildout of the City of Newport Beach according to
the General Plan Land Use designations."'9 Justifying Project traffic by claiming that the old City
Hall would have generated fewer trips is a purely academic exercise, however, particularly where
a new City Hall facility has been completed on the other side of town. Further, determining the
environmental baseline by using an approved general plan condition, rather than actual existing
environmental conditions, violates CEQA. See Environmental Planning and Information Council
v. County of El Dorado, 131 Cal. App. 3d 350, 354 (1982) (stating that "CEQA nowhere calls for
evaluation of the impacts of a proposed project on an existing general plan; it concerns itself with
the impacts of the project on the environment, defined as the existing physical conditions in the
affected area.").
The City's analysis of traffic displaced from the 32nd Street Alley is inconsistent. The City
inaccurately states that delivery truck traffic will not be displaced from the 32nd Street Alley onto
nearby streets, or states (without evidence or supporting analysis) that such displacement will be
"negligible.'20 The City's statements are contradicted by the Fuscoe Engineering Memo,
however, which shows an "alternative access scenario" where trucks are routed from eastbound
32nd Street, north onto Lafayette Road, northwest onto Via Lido, before finally turning left into Via
Lido Plaza from the westbound lane of Via Lido.21 Because the 32nd Street Alley provides direct
access to the rear of Via Lido Plaza, there is currently no reason for delivery trucks to take the
circuitous 32nd Street/LafayettefVia Lido route (requiring three additional left turns) suggested by
Fuscoe Engineering. Under all circumstances, forcing trucks to use the Via Lido entrance would
necessarily result in the displacement of vehicles to City streets that otherwise would not have
such truck traffic.22 Doing so will also exacerbate traffic on Via Lido, the major access road for
Lido Isle.
12-12
12-13
• The City's responses to parking comments are inconsistent and incomplete. Although the
City claims that "[Via Lido Plaza] would not be impacted" because "the parking provided for the 12-14
proposed site would result in no parking overflow," this is clearly wrong .23 In fact, the City has
'a Final EIR at 2-60 (Response No. 8-25), 2-65 (Response No. 8-42).
2fl Final EIR at 2-56 to 2-57 (Response Nos. 8-13, 8-16).
21 Fuscoe Engineering Memo at 2.
22 Under similar reasoning, the City also claims that greater hotel traffic impacting the Finley easement is
"speculative at best." Final EIR at 2-59 (Response No. 8-22). But while most employees at the old City
Hall complex used the 32nd Street entrance, the area of the Finley easement will serve as the hotel's
main entrance. On weekends, when combined traffic to the hotel and Via Lido Plaza will be heaviest,
there is a substantial risk of traffic problems at the Finley entrance, potentially overburdening the
easement.
23 See Final EIR at 2-57 (Response No. 8-15).
PA U L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 9
admitted that on -site parking will be inadequate to accommodate the hotel's banquet faciIities.14
Regarding the Parking Study, the City's comments indicate confusion over whether or not parking
is adequate. On one hand, the City claims that parking is adequate assuming a 1:1 car:room
ratio and 35 parked cars for the restaurant.25 But the City also admits that the Project's retail
uses are likely to drive high non -guest parking demand,2 and sidesteps parking adequacy during
banquet events.27 While Lido Partners commented on the question of staff parking, the City
provided no concrete answers
D. The City Fails to Provide Any Meaningful Information on its Communications with the
Newport Beach Fire Department
As discussed in Lido Partners' Comments on the Project's Draft EIR, closing the 32nd Street Alley
would negatively impact emergency access to Via Lido Plaza and the Fire Station located to the east of
the Project site. Both Lido Partners and the City agree that closing the 32nd Street Alley would reduce
emergency access to the interior of the Via Lido Property by 50%, as the Finley Street entrance is too
small to accommodate any emergency vehicle larger than an ambulance.28 Lido Partners also noted that
Via Oporto does not meet City standards for a fire apparatus access roadway.
In response, the City merely states that the Newport Beach Fire Department evaluated the
permanent closure of the 32nd Street Alley and determined that the closure would not impair or otherwise
affect emergency access to Via Lido Plaza.29 The City also claims that any modifications to the Fire
Station, including the reduction of parking by approximately 50%, "[have] been determined to meet [the
Fire Department's] needs."30
Significantly, the City fails to attribute or provide the source of these comments from the Fire
Department or provide any specific support for their substance. Lido Partners submitted a report from
independent fire safety experts that raised serious questions about the safety ramifications of terminating
the 32nd Street Alley. It is hardly sufficient for the City to say in response that it spoke to some unknown
person at the Fire Department before these comments were even received, and that this person said that
closing the 32nd Street Alley was acceptable. While there is no disputing that the Finley Avenue
entrance is too narrow for fire trucks, and that closing the 32nd Street Alley removes one of only two ways
for larger emergency vehicles to access Via Lido Plaza, the City provides no reasoned response as to
how the Fire Department response time to Via Lido Plaza will not be degraded. Nor does the City make
available any correspondence or documentation from the Fire Department showing that the appropriate
analyses and evaluations were performed.
24 See Draft EIR at 5.5-48 ("It is not anticipated that the hotel would require more than the 148 parking
spaces proposed, with the exception of nights with banquet usage.") (emphasis added); see also Final
EIR at 2-62 (Response No. 8-31) ("However, this 0.8 per room parking does not include banquet
usage.").
25 Final EIR at 2-62 (Response No. 8-31 ).
26 Id.
27 Id.
2'3 Fuscoe Engineering Memo at 1.
29 Final EIR at 2-52 (Response No. 8-2), 2-55 (Response No. 8-8), 2-56 (Response No. 8-11), 2-65
Response Nos. 8-38, 8-39j, 2-66 (Response No. 8-57).
0 Final EIR at 2-57 (Response Nos. 8-15, 8-16), 2-65 to 2-66 (Response Nos. 8-48, 8-58).
12-'14
12-'15
PA U L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 10
The City also admits that Via Oporto is non -conforming by modern fire and safety standards, and
that this non -conformity has spurred discussions with the Fire Department to widen Via Oporto.31 But
widening Via Oporto is not included as a mitigation measure. Moreover, the City ignored Lido Partners'
request to clarify how paramedic units will access the Fire Station from Via Oporto, and fails to respond to
Lido Partners' comment that the confluence of hotel delivery traffic, fire trucks, and passenger traffic on
32nd Street presents a public safety issue. Because the City simply states that the Fire Department has
approved closing the 32nd Street Alley, but fails to provide any further details, the public has no way of
knowing whether the Fire Department is aware of or considered the unintended effects that such a
closure would have. The City's responses also d❑ not satisfactorily address parking impacts arising from
the reconfiguration of the Fire Station. While the City states that the Newport Beach Fire Department has
approved its reduction in parking by approximately 50%, there is no analysis or explanation of how this
reduction could possibly continue to meet the needs of the fire station, accommodate shift changes, or be
sufficient for visitors.32
12-1 S
In sum, where the City stands to profit significantly from a development project on City land, and
the public raises specific questions regarding public safety, the City cannot satisfy its CEQA
responsibilities by simply referring to conclusory statements from unnamed City employees.33 This 12-17
opaqueness renders the Final EIR legally inadequate. See 14 Cal. Code Regs. § 15151 (requiring EIR to
make a "good faith effort at full disclosure.").
E. The City Iqnores Several Comments Indicating Severe Deficiencies in the Proiect's
Environmental Analysis
The City's Response to Comments ignores several of Lido Partners' other comments on specific
environmental issues. Those omissions include but are not limited to:
The City fails to analyze a feasible alternative to closing the 32nd Street Alley. While
acknowledging that preserving the 32nd Street Alley is feasible, the City offers no explanation
why the Draft EIR failed to analyze an alternative that preserved the 32nd Street Alley, such as
the project configuration depicted in the July 2013 Project site plan. The City's response instead
argues that retaining the 32nd Street Alley would negatively affect hotel operations and guests.34
This response is precisely backwards, as CEQA's purpose is to evaluate a Project's impacts on
the environment, not the environment's impacts on the Project. Nor has the City pointed to
anything in the Project's objectives that suggests incompatibility with the 32nd Street Alley. The
City also claims that "[o]nly those impacts found significant and unavoidable are relevant in
making the final determination of whether an alternative is environmentally superior or inferior to
the proposed project."35 if this were the case, however, the City would never have to analyze any
31 Final EIR at 2-56 (Response No. 8-9).
32 See Final EIR at 2-57 (Response No. 8-15).
33 In another example, in response to Lido Partners' comment regarding the potential for narrowing of
32nd Street and new landscaping to cause traffic and visibility issues at the Fire Station, the City states
that these changes were "welcomed" by the Fire Department. Final EIR at 2-56 (Response No. 8-11).
There is no indication that the Fire Department is a subject matter expert in this sort of traffic analysis,
however, and no indication why the City's traffic engineer failed to respond to Via Lido's comment.
34 Final EIR at 2-57 (Response No. 8-17).
35 Final EIR at 2-54 (Response No. 8-3).
12-1 S
PA U L
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 11
feasible alternatives so long as it concluded that the Project, as proposed, would have no
significant environmental impacts. The City's past hoc rationalization confuses CEQA's
requirement to consider a reasonable range of alternatives with the requirement to identify the
environmentally superior alternative. See 14 Cal. Code Regs. § 15126.6 (establishing guidelines
for developing a reasonable range of alternatives); Laurel Heights Improvement Ass'n v. Regents
of Univ. of Cal., 47 Cal. 3d 376, 400-01 (1988) (holding that an EIR must discuss a reasonable
range of alternatives even if the project's significant environmental impacts will be avoided or
reduced by mitigation measures),
The City fails to offer any meaningful response on the Project's inconsistency with local
land use plans. Rather than respond to Lido Partners' critiques of the Project's compliance with
local land use plans, the City simply refers back to the same inadequate analysis in the Draft
EIR.36 The City has no meaningful rebuttal to Lido Partners' comments that the effects
associated with closing the 32nd Street Alley run contrary to nearly all of the City's policies
related to traffic and circulation. Under the City's Land Use Element and other applicable local
land use plans, "full consideration" must be given to land uses on adjacent properties. The City
completely fails to explain how the Project gave any consideration to Via Lido Plaza —except to
admit that while preserving the 32nd Street Alley is feasible, it should instead be closed for
reasons that remain unclear. While the City claims that "[n]o evidence has been provided" to
support the assumption that the Project will disadvantage West Marine or limit Via Lido Plaza's
ability to host a grocery store,"37 the City admits that extinguishing the 32nd Street Alley will leave
only the Via Lido entrance as a possible truck access point to the property. As described above,
however, there are numerous problems with requiring large trucks to use the Via Lido entrance,
which make such use impractical and unsafe. The Project at a minimum will require a significant
change in how Via Lido Plaza is serviced by truck delivery. But that effect on Via Lido Plaza is
simply ignored in the EIR.
The City is unable to clarify demolition and construction activities associated with the
Project. While Lido Partners commented that the Project failed to sufficiently describe the
process of demolition and construction, the City's Response merely recites the equipment to be
used in demolition and construction efforts.38 The City continues to fail to explain why the Project
requires so much soil, how the 900+ soil hauling trips will access the Project site, and how many
non -soil truck trips will be required to transport building materials. Each of these omissions
compounds the failures of the Traffic Impact Analysis to accurately measure the increased traffic
attributable to the Project. Regarding deferred mitigation, the City does not offer any additional
specificity or measureable criteria to ensure that demolition and construction impacts will be
measured, evaluated, or mitigated, or any reason why mitigation must be deferred to the
Construction Management Plan.
IV. CONCLUSION
Lido Partners is disappointed that the City has provided such an inadequate amount of time for
the public to address the continuing deficiencies in the Project's environmental analysis. The City's
36 See, e.g., Final EIR at 2-58 (Response No. 8-18).
37 Final EIR at 2-58 (Response No. 8-20).
38 Final EIR at 2-62 to 2-63 (Response No. 8-33).
12-18
12-19
12-20
PAUL
HASTINGS
Mr. James Campbell, Principal Planner
July 16, 2014
Page 12
Response to Comments fails to provide the meaningful analysis required in response to specific evidence
showing that the Project will have several significant environmental impacts not considered in the Draft
EIR. For these reasons, the City should correct the errors in the EIR, and recirculate it so the public has
sufficient time to review and comment upon the significant new information raised regarding the traffic on
Via Lido.
Sincerely,
J"', C. �Wqr-'
Gordon E. Hart
of PAUL HASTINGS LLP
GEH:BBE
Buck B. Endemann
of PAUL HASTINGS LLP
ATTACHMENT A
trans utions
the transportation solutions company._.
July 16, 2014
Mr. Gordon E. Hart, Partner
Paul Hastings LLP
55 Second Street, Twenty -Fourth Floor,
San Francisco, California 94105
Subject: Review of Environmental Impact Report for Lido House Hotel
Dear Mr. Hart:
transiutions, Inc.
Ld filar*
1—i , Ceiifo is 9z620
Translutions, Inc. (Translutions) has reviewed the responses made by the City on comments made on the Draft
Environmental Impact Report (EIR), the underlying Traffic Impact Analysis (TIA), and Parking Study for the proposed Lido
House Hotel in the City of Newport Beach. Below are our evaluation and follow up comments on the responses:
Response 8-26: The Guide for the Preparation of Traffic Impact Studies (2002) is a general guide for statewide
Caltrans policy which states that the Highway Capacity Manual methodology should be used to evaluate
signalized intersections, but does not provide specific input parameters. The State Highway analysis has been
prepared consistent with other traffic impact studies that have been approved by the City of Newport Beach.
Furthermore, the Draft EIR was distributed to Caltrans for review and no comments were received.
The fact that Caltrans recommends using the HCM, by itself, means that HCM procedures should be followed. HCM
specifically includes saturation flow rates, minimum green times, and PH Fs. Chapter 10 of the HCM2000 (Page 10-8)
states "In the absence of field measurements of peak -hour factor (PHF), approximations can be used For congested
conditions, 0.92 is a reasonable approximation for PHF For conditions in Which there is fairly uniform flow throughout the
peak hour but a recognizable peak does occur, 0.88 is a reasonable esttinate for PHF "
Response 5-27: As shown in Table 5.5.17, State Highway Existing With Project Conditions AMIPMPeak Hour
Intersection LOS, of the Draft EIR, all existing State Highway study intersections are shown to operate at an
acceptable Level of Service (LOS A, B, or C). Therefore, the traffic impact analysis is correct in identifying no
significant traffic impacts related to existing deficiencies.
12-21
12-22
�traamalutionis
Due to she inaarred PHFs amd ninisnurn green limes- she analysis is incormcl. Anyone ddy" the intersections will a
thM iheaverage 51opped Map at Me inremedans are -greater thw 35 sees duHPg peak hm rs. 112-22
Respn5e 8.29; There i5 a disfiwHonn belwecn deficient ir,ter5wiort opeirmicin arwd a sir lkanl impact. The imps
lhresnoids and 5irifcanae criteria estWished by the City of Newport Beach, Cily of Costa Mesa. and Caltrarn
agencies have keen clears de fed in SKlion 5-5.3of the E+rA EIR. The agency -established 11hreshokK of
signifitalceallow For SilwOoas where pro�ecl Valk may contribiute to a defcianl j"mlion; howem. the
11ripact Is not cre+n�d signifKmi if the pit wniribulian is helaw a-ceKa:ln Ih bold- Ai dxurrkem@4 in the
Draft EIR, the peoposed prg3 ed is rrol forest to trigger any agenPy-es 1shed dweslields of significance for
Iraffic impacts.
The response is inadequate. The EIR slates that Cavarrs 'ems rQ rr air a rarer toy ar rhe rraraskn 34
t OS C aF4 � O5 D Dn _91mo hpsoy fe es'• &r 6(aes [a rav rf ar t 05 0 ( ) be ff&#A3.i�qed. Far As an3w. #W-
foff6 ig lrafk rhrakno d of n7m�i2 a r.S uf
A w am pr r spa W occaFs a r a SW h4V rwy wc1v r war rha ffiw
csUrh+e 05mi her kvef dWML- ade a_-;ffrrorr ro dkffW hTrM facW dtiYM A OSA 5 or Q 10
defrtie (WS a r= ar F)
Although the first part of the stalemreot ip d w EIR i5 Owe2t. the surd part relatEd tc significant imW is not a threshold
eslablis?W by Uwm. tyre owrir of to bdW. The lhwshou slag in fho'EIR for C'.eilrans faHAWS. -A somt pr*0
MW MW of -a SWO HVMVy Zdy WedW WkAro 0,10 -0of OPW 9MMd #PS
sWMe -6000 s?ud.y.OW(Se0on 10 OWW ROM ax opMo n a OSA A oe C) 0 d0bihW qwr = (WS 0. F
DrF)-is rtoi a Oaltroo thmsrm hA am orhititarfirtireshold mated by to Oily. Rased on This �Lmeshold, if a State Midhway
oWra al un5afisfadory Md4fl&s iLOS D-or wor t_ a pr-ojo could aM as manycars as A wWW viitto l hg q are
Impact.
Therefam. the sjnifi�nt project ffnpect criteria $@Wad is inc mia 4 would mean that if afocilq Is aperetir�q et LO5 E, a
pmlacL old add thousands of cars and not t m an impaci. Since Cattrrans does mA have a sliding sale of wnpad
detemrkWkn {urMa Nawpod Beach and Costa Mesa, which allow an t w naase in vk ratio}. a cumulative onpad would
occur by+the addition dany tames ID a Catlrans facility.
1 2-23
Response 13•30: The soulhbound c irectmn of Newport Boulevard al 28th Street is an unsignali2ed. stop carrtroiled
12-24
intersection, The City of Newport Reach has no thresholds of sigrriticance for unsignaliied interse-utions.
' IWGId IC ZkopW:•solrPrgcdalM -imsePLaW GrffwLiGn VC [*�.-
trati ons
e eh et.�..aFnn.as�nn .n�us�nn. camp.•n��...
Therefore, the project would not have a significant impact at the southbound Newport Boulevard at 28th Street
intersection and the intersection was not identified for analysis.
Absence of a City determined threshold does not mean that an impact cannot occur, When thresholds of significance are
not present, the guidance from Appendix G of the CEQA Guidelines apply.
Response 8-36: Refer to Response 8-22, above. When utilizing daily rates for trips generated per room, the
Saturday trip generation is only about one -quarter percent higher than weekday trip generation (8.19 for Saturday
compared to 8.17 for weekdays). The weekday peak hour conditions analyzed in the traffic impact analysis for the
shoulder season is consistent with City policy.
Hotels generally have a higher occupancy rates during weekdays, whereas the trip generation data shows a slight increase
in weekend trips. The "hotel' use in this case is mostly for vacation purposes, and therefore, it is likely that more rooms will
be occupied during weekends. Please see attached pages from the ITE Trip Generation, 90, Edition, the same manual used
in the TIA, which compares data for occupied rooms. The trip generation rate (based on occupied rooms) is significantly
higher during weekends than on weekdays. Due to the nature of this hotel, it is anticipated that weekend trips will be
significantly higher and therefore a weekend analysis should be conducted, especially since background (non -project) trips
are also higher during the weekend.
Response 8-42: Refer to Response 8-25, above. The decrease in intersection capacity utilization (ICU) during with
project conditions is due to the change in land uses, which would have fewer trips. Additionally, different
methodologies were used for these forecast scenarios.
This response appears to mean that the traffic analysis includes a comparison of the proposed project with the General
Plan which includes the City Hall in the model. This has been deemed to be improper based on CEQA case law. Based on
Environmental Planning and Information Council (EPIC) v. County of El Dorado County, 131 Cal.App, 3d 350, 182 Cal. Rptr.
377an approved plan conditions does not define the CEQA Baseline. Further, City of Carmel -by -the -Sea v. County of
Monterey, 183 Ca1,App.3d 229 Court ofAppeal, Sixth District, rules that existing zoning and zoned density do not define the
baseline,
12-24
12-25
12-25
Response 8-44: Refer to Response 8-26, above. The Highway Capacity Manual methodology was used for
signalized intersections; however this manual does not provide specific input parameters. The analysis was 12-27
prepared consistent with other traffic impact studies that have been approved by the City of Newport Beach.
711612014 (C:0ropboxJso1slProjectslLido House HotellComments On RTC.docx)
� ty
11 b WWWWig thatUbrae states thal'this mermg JFICWJ dues that provide spec input p,ararrreters', The FPCM
OW has ap aarrraely 12DO pW of rrformelkim CNVIer 10 of Uie HCMM j 104) stab ffie a�so" of
ft d rt sr rrrela' dpook-doer farm' (PHFI aApmAwky s cart be rimed fir cwWqWc m 6 :92 8 a
"a1 Ova& r & PW for mrkmm k7 OW mWe b VrftYW #X'&0.0
MaVWX O pW doeS OrCiff. 0. jS r7 WjRWW eOTWe & P8F 7k400M. Me HCM OWS ink SpWk input
p meters. which the Vef is analy* for the pmoct has ignored.
Respnnse 8-45: Refer to Response 9-26, above. The Highway Capacity Manual melhlodol was used for
signalized interseciOns. The analysis was arso prepared oansistent with other traffic impact stud" that hub
been approved by the City of Newrpw Beach.
Ham 16-5 of the HGM (21)DO) stales 'If pedevrian timing mquirernenls mast, the minlnw green firm for Lne phase Is
hrdeabo d and provided for in the signal iini W. ,5irre Ow intwseviorns around the proWl haws significant pedestrian
a lft. rain imam green lines should be iiW in the analysis. Elsa, th* anafyais shows a nych better level of Berke on
papr w+ wmn the rmelb in ttk case, would be mm:h wane.
:Response M6: Refer to Response 8,26. aboMe. The Hi�hw ty Capacity Manual methadology was used for
sir Wed iffbmseciorts, and the InnoDWIng is CwSi wil wilh Other traffic impact Sludres that Kaye been approved
by ftCity of Nemxrl Beub.11 should also be naiad Mail The Draft EIR was distribAW to the Caldiomia
pmtrrM m of Tiairksporlatim dw the 46 r p 0lic eoview Miod, aAd no comment were remlyed tarry that
agef -
An anahyt;ul ewer robeing WkO does nol make the analysis a w t. Aomc&q to me HCM, a Yk rake gma4er than 1.0
fal kw.Wrequim additional ark**. "IN that the analy&is Is consisbml in otharara"in the My o4Nawpart Seach
dom no car 1W IM anatyso is cw
Responw &47: Wer to Response S-27, abawe. There is a distinction betwcw deficient inlerst*etion flperatiorr and
a signif"nl impact. As documented in the Draft EIR, the propo5ed prgjcct is net fofBcast to trigger My ager&7-
e5tablished thresholds of signi�liicance for isalfic impacts -
The City is owed in stating that theFe is a diakwion b M EKm dffkWrTt kbraK ion operago and a sigrift t iinpa&
However- there is a diflerer+m between a directt inpad (La. braWon the sliding soale al ink delenrrin�n trkd
�c OMPb=TidWCU Lxz Nana 1-10�On RTC amm
12-27
1-8
12-29
12-30
�tf ajj�!"]'!'S1[3tions
! c! Sla�dh M11uT�vn! cam Fany..
by the City of Newport Beach and Costa Mesa) and cumulative impacts. If a facility operates at unsatisfactory LOS under
existing conditions (or any without project condition) and a project adds traffic to the unsatisfactory operations, a cumulative
impact occurs. This statement is based on Los Angeles unified 5ch. Dist. v City of Los Angeles (1997) 58 Cal. App. 4th 1019, and
Communities fora Better Env't v California Resources Agency (2002) 103 Cal.App. 4th 98, which ruled that a project that results in an
increase to an impact that already exceeds established thresholds of significance contributes to a cumulative impact.
12-30
Further, for Caltrans facilities, the significance criteria selected by the City is incorrect. It would mean that if a facility is
operating at LOS F, a project could add thousands of cars and not have an impact. Since Caltrans does not have a sliding
scale of impact determination (unlike Newport Beach and Costa Mesa, which allow an increase in vlc ratio), a cumulative
impact would occur by the addition of any trips to a Caltrans facility. Although there might not be direct significant impacts
from the project, significant cumulative impacts are likely to be shown if the analysis is conducted correctly.
We hope you will find this information helpful. Should you have any questions, please don't hesitate to call me at (949) 232-
7954.
Sincerely,
tran lu i,n ,Jnc.
Sandipa hat�harjee, P.E., A I C P
Principal
7/1612014 (C:0ropboxJso10rojectslLido Mouse HoteRComments on RTC.docx)
ARTMIRM-MI1;
Hotel
Description
Hotels are places of lodging that provide sleeping accommodations and supporting facilities such as
restaurants, cocktail lounges, meeting and banquet rooms or convention facilities, limited recreation-
al facilities (pool, fitness room), and/or other retail and service shops. Some of the sites included in
this land use category are actually large motels providing the hotel facilities noted above. All suites
hotel (Land Use 311), business hotel (Land Use 312), motel (Land Use 320) and resort hotel (Land
Use 330) are related uses.
Additional Data
Studies of hotel employment density indicate that, on the average, a hotel will employ 0.9 employees
per room.'
Thirty studies provided information on occupancy rates at the time the studies were conducted. The
average occupancy rate for these studies was approximately 83 percent.
The hotels surveyed were primarily located outside central business districts in suburban areas.
Some properties contained in this land use provide guest transportation services such as airport
shuttles, limousine service, or golf course shuttle service, which may have an impact on the overall
trip generation rates.
The sites were surveyed between the late 1960s and the 2000s throughout the United States.
For all lodging uses, it is important to collect data on occupied rooms as well as total rooms
in order to accurately predict trip generation characteristics for the site.
Trip generation at a hotel may be related to the presence of supporting facilities such as
convention facilities, restaurants, meeting/banquet space and retail facilities. Future data
submissions should specify the presence of these amenities. Reporting the level of activity
at the supporting facilities such as full, empty, partially active, number of people attending a
meeting/banquet during observation may also be useful in further analysis of this land use.
Source Numbers
4, 5, 12, 13, 18, 55, 72, 170, 187, 254, 260, 262, 277, 280, 301, 306, 357, 422, 436, 507, 577, 728
' Buttke, Carl H. Unpublished studies of building employment densities, Portland, Oregon.
Trip Generation, 9th Edition 0 Institute of Transportation Engineers 603
Hotel
(310)
Average Vehicle Trip Ends vs: Occupied Rooms
On a: Weekday
Number of Studies: 4
Average Number of Occupied Rooms: 216
Directional Distribution: 50% entering, 50% exiting
Trip Generation per Occupied Room
Average Rate Range of Rates Standard Deviation- -
8.92 4.14 - 17.44 6.04
uata Niot ana equation
4,000
w
c
w
F-
3,000
1,000
0
uouflon - use Carefully - small sample size
X
x
i
110 120 130 440 150 160 170 180 190 200 210 220 230 240 250 260 270 _ 280
X = Number of Occupied Rooms
X Actual Data Paints
Fitted Curve Equation: Not given
------ Average Rate
R2 _ ****
604 Trip Generation, 9th Edition a Institute of Transportation Engineers
Hotel
(310)
Average Vehicle Trip Ends vs: Occupied Rooms
On a: Saturday
Number of Studies: 3
Average Number of Occupied Rooms: 250
Directional Distribution: 50% entering, 50% exiting
Trip Generation per Occupied Room
Average Rate Range of Rates Standard Deviation
10.50 7.07 - 13.86 4.11
uata Niot ana equation
4,000
3,000
w
.I
H
2,000
1,000
Caution - Use Carefully - Small Sample Size
X
X,
-----------------------------------
----------------------------
X
180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340
X = Number of Occupied Rooms
X Actual Data Points
Fitted Curve Equation: Not given
--m--- Average Rate
R2 = .***
Trip Generation, 9th Edition • Institute of Transportation Engineers 609
City of Newport Beach
Lido House Hotel
Environmental Impact Report
12. RESPONSES TO COMMENTS FROM LIDO PARTNERS, DATED JULY 16,
2014.
12-1 CEQA Guidelines Section 15088 requires the lead agency to provide written responses to a
public agency on comments made by that public agency at least 10 days prior to certifying an
environmental impact report. As noted in the comment, the Final EIR was posted on the
City's web site on July 11, 2014.
It should be noted that the Final EIR (including the response to public comments) was
mailed on July 22, 2014 and received by all commenters on July 23, 2014. The Final EIR
was distributed to all commenters, including public agencies and private parties. The project
is scheduled to be heard at the City's August 11, 2014 Planning Commission Hearing. The
City's Planning Commission is a recommending body for this project and the City Council
will make the final decision whether or not to certify the project. The City Council hearing
is tentatively scheduled for September 9, 2014. As indicated above, the Final EIR was
available to the Planning Commission 30 days before the Planning Commission meeting and
the Final EIR was provided to the all commenters 19 days before the Planning Commission
hearing. Furthermore, the Final EIR was published 60 days before the tentative September
9 City Council hearing date, more than complying with the 10 day standard in CEQA
Guidelines Section 15088. Although the City Council hearing date is tentative at this time, the
final hearing date will be formally noticed.
The remainder of this comment contains introductory or general information. Please refer
to Responses 12-2 through 12-30.
12-2 The commenter's June 13, 2014 letter was fully addressed in the July 11, 2014 Final EIR
pursuant to Section 15088 of the CEQA Guidelines. Final EIR Section 2, Wonse to
Comments, includes 59 individual responses to issues raised in the commenter's June 13, 2014
letter (refer to Responses 8-1 through 8-59 in the Section 2, Wonse to Comments, of the Final
EIR). The responses addressed individual comments in the three attachments to the
comment letter as well. Responses to technical issues such as traffic, truck
movements/circulation, and emergency access were addressed by the appropriate technical
personnel, which consisted of traffic engineers, civil engineers, and the Newport Beach Fire
Department.
12-3 The comment suggests that Responses 8-2 and 8-4 within the Final EIR are in some way in
conflict. As described in the Draft EIR, project implementation would close an existing
driveway across the project site that has previously been used by the public and occupants
and invitees of the adjacent Via Lido Plaza shopping center. This access has included use by
delivery trucks. Use of the driveway was granted in 1964 with the City approving and
recording a "Notice of Consent" for use of the driveway pursuant to Civil Code Section 813.
The purpose of the Notice of Consent was (and is) to advise users of these access roads that
their use is consensual and revocable at the will of the owner of the City Property. Under
Civil Code Section 813, the City may revoke the Notice of Consent at any time by recording
a notice of revocation. As indicated in the Final EIR, the City does not intend to revoke its
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consent or close the driveway until the City receives a judicial determination that Lido
Partners has no right of access from the City's property, other than its existing permissive
use pursuant to the Notice of Consent. If the City is unsuccessful in the quiet title action,
the City would implement development of the site consistent with the judicial determination,
and speculating as to how the project would be modified in advance of a judicial
determination is not a CEQA disclosure issue. Potential future modifications of an
approved project would be subject to review and approval by the City and potentially the
Coastal Commission and may require additional analysis in accordance with applicable local
regulations and CEQA.
12-4 As noted in Response 8-12 of the Final EIR, although a negligible amount of trucks and
emergency vehicles may be re-routed, the volume would be minimal and would not create a
significant impact to adjacent City streets and parking. Additionally, as noted in the
comment, Via Lido has five lanes of traffic, including a dedicated left turn lane at the Lido
Plaza entry. Although Via Lido has more traffic than 32nd Street, it also has more capacity.
32nd Street only has one lane in each direction, which has less capacity for vehicles during
truck ingress/egress. Additionally, as indicated in Response 8-2, evidence exists that trucks
currently access Via Lido Plaza from Via Lido.
12-5 Refer to Response 12-4, above. The Truck Turning Study prepared by Fuscoe Engineering
is intended to show only that a vehicle in the egress lane of the northerly Via Lido Plaza
driveway at Via Lido or the existing City Hall driveway at 32nd Street would prevent large
truck traffic from entering until the vehicle clears the lane.
The statement included in the comment in the third paragraph of the section stating "the
City's own consultant confirms that truck access from Via Lido will be disruptive and
potentially unsafe" is false. Neither Fuscoe Engineering, nor any other consultant made any
such comment either on the exhibits or in the narrative response. The negligible volume of
trucks entering Via Lido Plaza would not lead to long wait times and significant traffic
impacts on Via Lido.
Regarding west bound traffic on Via Lido into the Via Lido Plaza, and the statement "a large
truck would risk clipping a vehicle in the opposite left -turn lane that was waiting to turn into
Lido Marina Village", the existing opposing driveways to Lido Marina Village and Villa Lido
Plaza are offset from each other and the potential to clip a vehicle turning left into Lido
Marina Village, by a west bound vehicle turning left into Villa Lido Plaza exists; however the
volume of trucks entering is minimal and the potential for conflicting left turn movements is
negligible (refer to Exhibits 2A & 2B, Ingress, prepared by Fuscoe Engineering and is
included in Attachment 1 of this response4).
4 As a follow up to their June 27, 2014 Truck Turn Study, Fuscoe Engineering generated additional sheets
(dated July 28, 2014) depicting the ingress and egress to Lido Plaza, including the existing condition, ingress travel for
the proposed condition and egress travel for the proposed condition. The truck turning envelopes were generated using
Transoft Solutions, Inc., AutoTurn Professional 31), version 8.1. The turning envelopes were plotted on an
orthographic, geo-referenced image and existing topographic survey information of the existing city hall site.
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The City takes exception to the statement in the fourth paragraph "...showing that a large
truck entering from Via Lido would clip the valet kiosk and any car parked in the first or last
parking stalls that front the eastern face of Via Lido Plaza." The kiosk mentioned is an
umbrella that is encroaching into the fire lane as indicated by the red curbs on both sides of
the drive aisle. Such a condition should not be used as limiting criteria. In any case the
umbrella can be moved to a location that does not encroach, effectively removing this issue.
Fuscoe Engineering adjusted the ingress drive simulations from Via Lido slightly easterly to
clearly show that the truck envelopes do not encroach into the parking areas. The vehicle
near the kiosk, shown in the image is not parked fully into the parking space and should not
be considered as an indication of the location of a typically parked vehicle. No parking
within the Via Lido Plaza would need to be changed as a result of truck entry from Via Lido.
12-6 The fact that large delivery trucks can safely access Via Lido Plaza from Via Lido is not
"significant new information." As indicated in Response 8-2 of the Final EIR, evidence
exists that trucks currently access Via Lido Plaza from Via Lido. Furthermore, the
commenter has provided no evidence that trucks do not already access Via Lido Plaza from
Via Lido. The commenter also does not provide any substantiation to contradict the Draft
EIR and does not show that there would be a significant number of trucks would access Via
Lido Plaza and cause vehicle conflicts.
The closure of the existing gated vehicular access location leading to a driveway across the
project site to 32 d Street is also indicated in Section 5.5, Trafikl Circulation, on page 5-5-22 of
the Draft EIR. The project description also explains that the Applicant has investigated the
feasibility of including an access gate that would only be open to use by delivery vehicles to
and from Via Lido Plaza. However, as explained in the project description, it is not under
consideration as part of the project application and is not a component of this project.
It should be noted that the neither the Truck Turning Study nor any responses indicated that
all truck traffic would go through the intersection of Via Lido and Lafayette Road or that the
large trucks would only access Via Lido Plaza from the westbound lane of Via Lido. These
routes were depicted in the Truck Turning Study as alternatives to using eastbound Via Lido.
12-7 The Highway Capacity Manual (HCM) methodology was followed for signalized
intersections as recommended by Caltrans with respect to the analysis equations and
calculations of delay. While Chapter 10 of the HCM 2000 provides estimated values for
certain input parameters, the application of the parameters in question varies from
jurisdiction to jurisdiction depending on local characteristics or standard practice as
determined by the reviewing agency. For the Lido House Hotel Traffic Impact Analysis, the
HCM input parameters applied are consistent with those assumed for other projects in the
City of Newport Beach which have been reviewed by Caltrans District 12. Additionally, the
saturation flow rate used in the analysis is consistent with the estimated value provided in the
Highway Capacity Manual, so that particular input parameter has not been "overlooked."
The sections containing the Intersection Capacity Utilization (ICU) analysis methodology do
provide additional analysis of all the study intersections analyzed using the HCM
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methodology, including those study intersections where the volume to capacity (v/c) ratio
exceeds 1.0. As shown in these sections, the project was found to result in no significant
impacts at the study intersections where the v/c ratio exceeds 1.0.
The HCM input parameters applied in the analysis are appropriate for planning purposes
and are consistent with what has been historically deemed acceptable by Caltrans District 12.
12-8 As stated in the Caltrans Guide for the Preparation of Trafc Impact Studies (2002):
"If an existing [emphasis added] State highway facility is operating at less than the
appropriate target LOS, the existing [emphasis added] MOE should be maintained."
The original response to this comment (Response 8-27 of the Final EIR) refers to Table 5.5-
17 to show that for exit conditions, all study intersections are operating at the
appropriate target LOS or better. Therefore, the claim made in Comment 8-27 that "these
intersections [study intersections 3 and 6] are already operating at less than appropriate LOS
must be mitigated to bring conditions to pre -Project levels of service" is incorrect. The
Guide for the Preparation of Traffic Impact Studies (2002) does not discuss mitigating to pre -
Project levels of service for the future conditions, as shown in Table 5.5-21.
As discussed in Response 12-7, the HCM analysis provided is appropriate for planning
purposes and is consistent with what has been acceptable by Caltrans District 12.
12-9 The proposed project is not forecast to "pile traffic into intersections." As documented in
the Lido House Traffic Impact Analysis in the Draft EIR (Exhibit 8a and 8b), the proposed
project is forecast to assign less than 50 peak hour trips to any State highway study
intersection analyzed, which is relatively low compared to existing and forecast traffic
volumes at the State highway study intersections, and results in delay changes of one second
or less to the deficient study intersections for future conditions.
The Caltrans guidelines state that if an intersection is already operating below the target LOS
for existing conditions, the existing MOE (delay in seconds/vehicle) should be maintained.
If an existing intersection is deficient and the project increases the delay, then it is considered
a significant impact. As shown in the Existing Plus Project analysis, there are no impacts.
Caltrans guidelines do not provide explicit thresholds for future (cumulative) conditions
when an intersection is already deficient. As discussed in Response 8-25, the project only
adds one second or less delay to the study intersections, and in some cases decreases delay.
Even if Caltrans required that the project maintain pre -project levels of service (LOS) for
study intersections operating below the appropriate LOS for future conditions, the addition
of the proposed project trips to such study intersections is not forecast to result in a
significant impact based on the pre -project levels of service being maintained as described
below.
Table 5.5-19 of the Draft EIR shows that for cumulative conditions, the only intersection
forecast to operate at deficient LOS is study intersection #3 (Superior Avenue at Balboa
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Boulevard/West Coast Highway); with the addition of project trips, the same study
intersection is forecast to continue operating at pre -project LOS. Furthermore, the addition
of project trips to study intersection #3 is forecast to result in no change in delay compared
to pre -project conditions.
Table 5.5-21 of the Draft EIR shows that for General Plan buildout conditions, study
intersections #3, #6, #14, and #18 are forecast to operate at deficient LOS; with the
proposed project, these same study intersections are forecast to continue operating at pre -
project LOS. For forecast General Plan buildout conditions, the change in delay at the
deficient study intersections is generally in the fractions of one second, with two of the
deficient study intersections forecast to experience a decrease in delay, as a result of the
project's change in traffic patterns.
12-10 Based on transportation/traffic checklist item A in Appendix G of the CEQA Guidelines,
which considers whether the project would conflict with an applicable plan, ordinance, or
policy establishing measures of effectiveness for the performance of the circulation system,
the proposed project is forecast to result in no significant impact at the southbound
Newport Boulevard/28'h Street intersection since there are no applicable plans, ordinances,
or policies establishing measures of effectiveness for the performance of unsignalized
intersections in the City of Newport Beach. Therefore, this intersection was not identified
as a study intersection. The findings of the project's impacts and mitigation measures with
regard to other transportation/traffic guidance from Appendix G of the CEQA Guidelines
are addressed in Section 5.5.4 of the Draft EIR and are not affected by the exclusion of the
southbound Newport Boulevard/28`h Street intersection as a study intersection.
12-11 The trip generation for the proposed project was appropriately based on trips generated per
room as provided in the ITE Trip Generation Manual, 9th Edition, 2012. Trip generation for
hotels is commonly calculated based on the number of rooms provided, not the estimated
number of occupied rooms. Although ITE Trip Generation Manual, 9th Edition, 2012 provides
weekend trip generation rates on a per occupied room basis, it specifies to use caution due to
the small sample size (based on only three studies).
As previously noted in Response 8-22 of the Final EIR, the Lido House Hotel Traffic
Impact Analysis has adequately analyzed the project's traffic impacts during the weekday
peak hours of the shoulder season (i.e., the time between the high and low season) in
accordance with City policy, which acknowledges and intentionally does not require analysis
of weekend summer conditions. The Lido House Hotel Traffic Impact Analysis has
therefore adequately followed the CEQA guidelines requiring consideration if the proposed
project would conflict with an applicable plan, ordinance, or policy establishing measures of
effectiveness for the performance of the circulation system. The "overriding
considerations" for not requiring analysis of weekend summer traffic conditions are built
into City policy (see City of Newport Beach General Circulation Element, Page 7-3, last
paragraph).
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12-12 The actual existing environmental conditions required by CEQA are contained in the Draft
EIR; the existing conditions scenario (Table 5.5-4 of the Draft EIR) defines the baseline for
project specific impact evaluation and the forecast year 2018 cumulative without project
conditions scenario (Table 5.5-9 of the Draft EIR) defines the environmental baseline for
cumulative impact evaluation. General Plan buildout without and with project conditions
volumes are based on the Newport Beach Traffic Analysis Model (NBTAM) which accounts
for the redistributed trips associated with General Plan buildout conditions, which include
the location of the new City Hall complex. It should be noted that the analysis includes an
existing plus project scenario, cumulative plus project scenario, as well as the General Plan
plus project scenario. The project's traffic impacts were analyzed for all of these scenarios.
12-13 The alternative access scenario exhibit only shows that a truck route via 32"d Street to
Lafayette Road and Via Lido is possible. The opinion that displaced delivery truck traffic
would be negligible is based on the fact that for typical neighborhood shopping centers,
deliveries do not occur on a daily basis, and when deliveries do occur, they are typically
during off-peak hours when the roadway system has more than sufficient capacity.
Emergency vehicle trips to a neighborhood shopping center occur even less frequently than
delivery truck trips. Therefore, the re-routing of delivery truck traffic and emergency vehicle
trips is not likely to affect the peak hours analyzed.
12-14 A parking study was prepared by Stantec and the findings were incorporated into Section
5_5, Traffic and Circulation of the Draft EIR (the parking study was also included in
Appendix 11.3, Trac Impact Analvsisl Parking Study in the Draft EIR as well). The parking
study indicated that all of the proposed hotel uses would have adequate parking on -site,
including the hotel, restaurants, retail, and banquet usage. The rates were based on survey of
similar hotels, all with similar banquet and retail uses and the parking would meet all of the
on -site needs. Non -hotel uses, such as the retail uses, are recommended to provide parking
at the rate indicated by the City code, during the hours when they are in use. The City code
requirements are in place to provide the required number of parking spaces, and these
numbers would be adequate to meet the needs of both hotel guests, along with visitors and
residents. Additionally, as described in the Draft EIR, the project would include active
parking management, including valet services in order to ensure adequate parking would be
provided on -site to meet demand, especially during large events and banquets.
12-15 Assistant Fire Chief Kevin Kitch has evaluated the overall project including the closure of
the 32nd Street driveway. He and his staff have participated with the review of the proposed
project in his capacity as the City of Newport Beach's Fire Code Official (Fire Marshal).
Assistant Chief Kitch has determined that the removal of the 32nd Street driveway will not
degrade emergency access to Via Lido Plaza. Adequate emergency access to Via Lido Plaza
is currently provided and will continue to be provided from Newport Boulevard, Via Lido,
and from onsite parking areas that are and will continue to be accessed by the two existing
vehicular driveways from Finley Avenue and Via Lido.
The comment states that, `Both Lido Partners and the City agree that closing the 32nd Street driveway
would reduce emergency access to the interior of the Via Lido property by 5001o, as the Finley Street entrance
Final • August 2014 2-107 Response to Comments
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is too small to accommodate any emergency vehicle larger than an ambulance. " The comment goes on to
state that, "there is no disputing that the Finley Avenue entrance is too narrow for fire trucks, and that
closing the 32"d Street Alley removes one of only two ways for larger emergency vehicles to access Via Lido
Pla.Za. "
The City does not agree with these comments. The commenter cites correspondence
prepared by Fuscoe Engineering dated June 27, 2014 (Attachment 1 to the responses to
Letter 8 in the FEIR), in support of the comment. The Fuscoe Engineering letter addresses
delivery truck access to Via Lido Plaza and does not discuss emergency vehicle access to the
Plaza. Assistant Chief Kitch finds this comment inaccurate as despite the fact that the Finley
Avenue access is preexisting and non -conforming in terms of width, access by all types of
Fire Department emergency vehicles is presently achieved and the project does not impact
this access. Emergency vehicle access through the conforming Via Lido driveway is
presently unobstructed. Emergency vehicle access to on -site parking areas would not rely
upon the existing gated vehicular access location leading to a driveway access across the
project site to 32nd Street (refer to Responses 8-2 and 8-16 in the Final EIR).
Assistant Chief Kitch also disputes the commenter's unsupported claim that Fire
Department response times will be degraded by the closure of the 32"d Street driveway.
According to Fire Marshal Kitch, the driveway access would likely never be used by Fire
Station No. 2 personnel to access the commercial center. To do so would be to introduce
unneeded and unnecessary response delays based upon the configuration of the respective
sites. Chief Kitch believes there will be no significant degradation in response times to the
commercial center with this project's proposed changes. Response times will remain within
Newport Beach Fire Department response objectives that are provided in the Section 5.12.1
of the Draft EIR (page 5.12-1). The distance traveled by any apparatus responding out of
the North Bay to reach 32"d Street would be unchanged with the proposed modifications.
Given no change in distance, there is no reasonable or measurable way to state that response
times would change.
12-16 The comment states that, "the City admits that Via Oporto is nonconforming by modern
fire and safety standards, and that this non -conformity has spurred discussions with the Fire
Department to widen Via Oporto." The comment incorrectly states the City's response
provided in the Final EIR (Response 8-9 on page 2-56). Response 8-9 states:
"Via Oporto was designed and constructed before Neavpori Beach Fire Department
Guideline C.01 was established. As such, the access roadway is considered preexisting and
non -conforming to today's standards. In the City of Newport Beach, many such roads
exist; which is common throughout the state of California. City staff has been in active
discussion with the Fire Department on this specific issue. Increasing the width of the
travel lane for that portion of Via Oporto adjacent to Fire Station No. 2 is being
considered. The distance traveled by any apparatus responding out of the North Bay to
reach 32nd Street would be unchanged with the proposed modifications. Given no change
in distance, there is no reasonable or measurable way to state that response times would
change. " (emphasis added)
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There are and have been no discussions to widen Via Oporto, but rather discussions have
occurred related to the possible need to modify the proposed plan to widen the travel lane
between the parked cars to better facilitate an EMT truck to travel from the new Fire Station
driveway south in Via Oporto to 32nd Street. The widening of the travel lane can be
achieved by narrowing of the abutting sidewalks or relocating street parking spaces.
Historically, Fire Station No. 2 has operated with limited parking areas. When City Hall was
in operation, fire personnel had approximately 9 spaces available to it. Other spaces near the
station were used to park City Hall pool cars available for use by City employees. The
station property itself never accommodated full parking for all personnel during the shift
change. Operationally, the oncoming shift would park at City Hall or on the street until the
outgoing shift left. Staff would relocate the vehicles to available on -site parking spaces when
possible. When the City replaced the EMT truck that operated from the station, it was
necessary to store the vehicle in the parking area due to its larger size and the limited number
of available bays, and the parking lot was re -striped accommodating 5 vehicles. After City
Hall staff was relocated, station personnel did not have to rely on the use of street parking as
they had access to the City Hall parking lots. The current plan for the reconfigured fire
station parking area accommodates 7 vehicles and it can be expanded to 8 spaces.
Additionally, parking on the extended 32nd Street apron can accommodate 2 additional
vehicles while not affecting truck or apparatus pull out. While it would be desirable to
accommodate full parking for a shift change, continuing the historic practice where vehicles
are temporarily parked nearby is an acceptable operational issue and does not constitute a
significant environmental impact.
12-17 As described on page 5.12-28 of the Draft EIR, the Newport Beach Fire Department has
evaluated the permanent closure of this driveway and it will not affect emergency access as
adequate fire access to Via Lido Plaza is provided from Newport Boulevard, Via Lido and
private parking areas accessed by two existing vehicular driveways. Access to all portions of
Via Lido Plaza would be met by either public roadways such as Newport Boulevard and Via
Lido or by private roadways off of Finley Avenue and Via Lido.
This discussion in the Draft EIR includes a footnote citation that indicates that Kevin Kitch,
Assistant Chief, Life Safety Services Division, Newport Beach Fire Department, reviewed
the project on January 2, 2014; also refer to Response 12-15. Additionally, the written
correspondence is provided in the Draft EIR in Appendix 11.9, Utility Cofffs ondence.
Additional responses regarding the traffic analysis were provided by the City Traffic
Engineer, Tony Brine.
Comments provided by the Newport Beach Fire Department are based on their previous
experience and current operations for providing emergency services. As stated in Response
8-8 in the Final EIR, adequate and code compliant access is currently available, and has been
repeatedly provided over the years, through the parking areas accessed off of Finely Avenue
and Via Lido or directly from these two streets as well as Newport Boulevard. The 32nd
Street Driveway access is unlikely to ever be used by Fire Station No. 2 personnel to access
the commercial center. To do so would be to introduce unneeded and unnecessary response
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delays based upon the configuration of the respective sites. There will be no degradation in
response time to the commercial center with this project's proposed changes.
12-18 Refer to Response 8-3 in the Final EIR. As noted in the Draft EIR, CEQA requires an EIR
to analyze a reasonable range of alternatives that 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. The comment speculates as to the ramifications of closing the driveway
between Via Lido Plaza and 32nd Street. Additionally, CEQA requires the analysis of a
reasonable range of alternatives and is not required to consider every conceivable alternative
to a project. The "rule of reason" requires the EIR to set forth only those alternatives
necessary to permit a reasoned choice. The alternatives must be limited to ones that would
avoid or substantially lessen any of the significant effects of the project. The Draft EIR does
not identify any significant and unavoidable impacts related to the closure of the 32nd Street
driveway. Therefore, an alternative to closing the 32nd Street driveway was not considered.
As described in Section 7, Alternatives to the Probosed Pro ect of the Draft EIR, the proposed
project would not result in any significant and unavoidable impacts. All potential impact
were reduced to a less than significant level. However, the Draft EIR included an analysis a
reasonable range of alternatives, including reduced density, mixed -use, and two no build
alternatives.
12-19 As noted in Response 8-16, an analysis of project's consistency with the City's General Plan
and Coastal Land Use Plan is provided within Section 5.1, Land Use and Relevant Planning, of
the Draft EIR.
The comment argues that the project is inconsistent with the City's policy related to traffic
and circulation and specifically cites Goal 1.3 of the Circulation Element. An analysis has
been completed to show that trucks can safely access Via Lido Plaza at the entrance off of
Via Lido. Goods movement generally refers to regional transport of goods and not
necessarily deliveries to a single shopping center. Nonetheless, nothing associated with the
proposed project, including the closure of the 32nd Street Driveway would prevent goods
movement and truck access to Via Lido Plaza. The proposed project would not require Via
Lido Plaza to make any physical changes to their site.
The comment also argues that there are numerous problems with requiring large trucks to
use the Via Lido entrance. However, as described in Response 8-2 in the Final EIR, trucks
using the 32nd Street driveway would experience the same conflicts as with the Via Lido
entrance.
12-20 The project would require the import of approximately 7,379 cubic yards of soil for grading
of the site. The project also requires cut and fill on -site, and additional soil (i.e., import) is
typically needed for compaction and/or to adjust the grade. The import of this amount of
soil would require 922 truck trips. It should be noted that these are round trips. This
number of truck trips was mentioned in the analysis because it represents the greatest
number of truck trips associated with construction. However, the analysis accounted for
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vehicle trips (including worker trips and material deliveries) associated with all phases of
construction. For example, the project would require approximately 10 to 70 worker trips
per day and up to 31 vendor round trips per day (depending on phase). Each of these trips
and various other aspects of the anticipated construction activities were analyzed within the
Draft EIR.
Mitigation Measure TRA-1 requires a construction management plan. Nothing in this
mitigation measure would be considered deferral under CEQA. As indicated in the Draft
EIR and described in Response 8-34 in the Final EIR, all construction activities would be
required to implement Mitigation Measure TRA-1, which requires a construction
management plan that would include measures to minimize traffic and parking impacts upon
the local circulation system. These measures would address various topics including traffic
controls for street closures, routes for construction vehicles, hours for transport activities,
and various others. As required by CEQA, this measure has a timing mechanism (i.e., prior
to the issuance of any grading and/or demolition permits) and performance standards (i.e.,
Mitigation Measure TRA-1 requires the Construction Management Plan to address specific
topics and include specific requirements/prohibitions). The Construction Management Plan
would also identify the routs that the construction vehicles (including haul) trucks would
utilize. Mitigation Measure TRA-1 limits the hours for hauling and/or the transport of
oversize loads to off-peak hours to avoid traffic conflicts. The use of local streets would be
prohibited and haul trucks entering or exiting public streets are required to yield to public
traffic at all times.
12-21 Refer to Response 12-7, above.
12-22 Refer to Response 12-7, above. It is important to note, the average delay reported and
corresponding intersection Level of Service includes vehicles that pass through an
intersection without stopping. Effective signal coordination can enable a large number of
vehicles to move through an intersection without stopping, thereby offsetting a significant
amount of delay experienced by stopped vehicles.
12-23 Refer to Response 12-9, above. The statement that "a cumulative impact would occur by
the addition of any trips to a Caltrans facility" is not a Caltrans threshold.
12-24 Refer to Response 12-10, above.
12-25 Refer to Response 12-11, above.
12-26 Refer to Response 12-12, above.
12-27 Refer to Response 12-7, above. Response 8-44 refers to and intends to reiterate Response 8-
26 indicating that the Caltrans Guide for the Preparation of Trafc Impact Studies (2002) does not
provide specific input parameters. As noted in Response 12-7, while Chapter 10 of the
HCM 2000 provides estimated values for certain input parameters, the application of the
Final • August 2014 2-111 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
parameters in question varies from jurisdiction to jurisdiction depending on local
characteristics or standard practice as determined by the reviewing agency.
12-28 Refer to Response 12-7, above. As explained in Response 12-7, the HCM input parameters
applied in the analysis are appropriate for planning purposes and are consistent with what
has been historically deemed acceptable by Caltrans District 12. Our understanding is that
Caltrans District 12 has not required pedestrian timing as an HCM input parameter for
planning purposes such as traffic impact studies because utilizing pedestrian minimum green
timing requirements would present an overly conservative analysis in which pedestrians are
assumed to cross each leg of a study intersection on every cycle during the peak hours.
12-29 Refer to Response 12-7, above. As explained in Response 12-7, the HCM input parameters
applied in the analysis are not an analytical error. The HCM input parameters applied in the
analysis are appropriate for planning purposes and are consistent with what has been
historically deemed acceptable by Caltrans District 12.
12-30 Refer to Response 12-9, above.
Final • August 2014 2-112 Response to Comments
S
City of Newport Beach
Lido House Hotel
Environmental Impact Report
Attachment 1— Fuscoe Engineering Memorandum
(July 28, 2014)
Final • August 2014 2-113 Response to Comments
'r1i�l Irvine
7 San Diego
FLos Angeles
USCOE Ontario
El Centro
E N B 1 N E E R I N 6 Danville
July 28, 2014
Mr. Anthony Wrzosek
Vice President, Planning & Development
R.D. Olson Development
2955 Main Street, Third Floor
Irvine, CA 92614
Re: Response to Comments to Lido House Hotel Final EIR from Paul Hastings,
LLP, Sections 111.113.2 and a Portion of III.0 as Noted Below
Dear Mr. Wrzosek;
At the direction of R.D. Olson Development, Fuscoe Engineering reviewed comments
received from Paul Hastings, LLP to the Lido House Final EIR. Our review was limited to the
sections listed above and only to those portions where Fuscoe Engineering has expertise.
Both sections relate to truck access to and from Villa Lido Plaza. The narrative below is our
response to those sections.
Fuscoe Engineering previously generated four sheets illustrating the existing condition (one
sheet), ingress travel for the proposed condition (two sheets) and egress travel for the
proposed condition (one sheet). The truck turning envelopes were generated using
Transoft Solutions, Inc., AutoTurn Professional 3D, version 8.1. The turning envelopes
were plotted on an orthographic, geo-referenced image and existing topographic survey
information of the existing city hall site. In responding the access issues from Finley Street,
Fuscoe subsequently generated two additional exhibit sheets showing the largest vehicle
that can ingress from Finley Street and the largest vehicle that can egress to Finley Street.
Section III.B.2.
The ingress exhibit (Exhibit 1) prepared by Fuscoe is intended to show only that a vehicle in
the egress lane of the northerly Via Lido Plaza driveway at Via Lido or the existing city hall
driveway at 32nd Street will prevent large truck traffic from entering until the vehicle clears
the lane. Any conclusions regarding impacts on pedestrians and general vehicle traffic is
best left to a qualified Traffic Engineer familiar with the area and its associated traffic
patterns.
We respectfully take exception to the comment in the third paragraph of the section stating
"the City's own consultant confirms that truck access from Via Lido will be disruptive and
potentially unsafe". Fuscoe made no such comment either on the exhibits or in the
narrative response.
16795 Von Karman, Suite 100, Irvine, California 92606 tel 949.474.1960 fax 949.474.5315 www.fuscoe.com
Letter to Anthony Wrzosek
July 28, 2074
Page 2
Regarding west bound traffic on Via Lido into the Via Lido Plaza (Exhibits 2A & 213), the
statement "a large truck would risk clipping a vehicle in the opposite left -turn lane that was
waiting to turn into Lido Marina Village". The existing opposing driveways to Lido Marina
Village and Villa Lido Plaza are offset from each other and the potential to clip a vehicle
turning left into Lido Marina Village, by a west bound vehicle turning left into Villa Lido
Plaza, exists with or without the proposed development.
We take exception to the statement in the fourth paragraph "...showing that a large truck
entering from Via Lido would clip the valet kiosk and any car parked in the first or last
parking stalls that front the eastern face of Via Lido Plaza." The kiosk mentioned is an
umbrella that is encroaching into the fire lane as indicated by the red curbs on both sides
of the drive aisle. Such a condition should not be used as limiting criteria. In any case the
umbrella can be moved to a location that does not encroach, effectively removing this
issue. Fuscoe adjusted the ingress drive simulations from Via Lido slightly easterly to clearly
show that the truck envelopes do not encroach into the parking areas. The vehicle near the
kiosk, shown in the image is not parked fully into the parking space and should not be
considered as an indication of the location of a typically parked vehicle. No parking within
the Via Lido Plaza would need to be changed as a result of truck entry from Via Lido.
Section III.0 — seventh (7th) bullet point. "The City's analysis of traffic displaced from the
32nd Street Alley is inconsistent"
Fuscoe takes exception to the statement "The City's statements are contradicted by the
Fuscoe Engineering Memo,...". The alternative access scenario exhibit only shows that a
truck route via 32nd Street to Lafayette Road and Via Lido is possible and makes no claim
as to present or future traffic impacts on these streets.
Additional Study Sheets
Fuscoe was asked to investigate what size service vehicle could enter from the Finley Street
entrance to Via Lido Plaza (sheets 5 and 6). Our investigations indicate that 30-foot truck
can ingress from this entry point. However the same vehicles cannot egress via this entry
due to the existing parking lot medians interfering with the required maneuvering area.
The largest service trucks that can egress to Finley Street are panel trucks similar to FeclEx
or UPS size delivery vehicles.
We hope that the information herein is beneficial. Please contact me if you have any
questions at (949) 474-1960.
Sincerely,
FUSCOE ENGINEERING, INC.
Mark Nero, P.E.
Project Manager
enclosures
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COMMENT LETTER 13
LAW OFFICES OF ROBERT C. HAWKINS
July 17, 2014
Via Facsimile only
Bradley Hilgrin, Chair
Members of the Planning Commission
c/o James E. Campbell, Principal Planner
Department of Community Development
City of Newport Beach
100 Civic Center Plaza, Second Floor, Bay "C"
Newport Beach, California 92660
Re: Comments on the Final Environmental Impact Report ("FEIR") for the Lido
House Hotel and the Generic Project aka City Hall Reuse Project (the "Projects"
Greetings:
Thank you for the opportunity to comment to comment on the captioned matter. This firm
represents Friends of Dolores, a community action group dedicated to ensuring compliance with state
and local laws including the California Environmental Quality Act, Public Resources Code sections
21000 et seq., Friends of City Hall, a community action group dedicated the preservation of the "City
Hall" site for civic purposes, and other community groups in the City in connection with the captioned
matter.
We offer these comments in the hopes of improving the FEIR and the Project, clarifying the
nature and the scope of the Projects and the Project Description, and drawing the Commission's
attention to issues that the Commission first raised in the initial Draft and Final Mitigated Negative
Declaration ("MND").
First, we congratulate the City on the FEIR: unlike the previous MND, the FEIR is not
italicized. The FEIR is much easier to read. Nonetheless, the FEIR has problems as discussed below.
Second, please find attached hereto as Exhibit "A," our comments on the Final Mitigated
Negative Declaration for the original City Hall Re -use Project. Given that the Projects have not really
changed that is, the FEIR still analyzes the Project as proposed and analyzed in the Draft Mitigated
Negative Declaration for the City Hall Reuse Project, we incorporate those earlier comments herein.
Also, we incorporate all other comments on the DEIR and the FEIR to the extent that they supplement
and do not contradict these comments.
Third, as the Commission well remembers, the MND was a disaster which the City saw fit to
abandon: it was in all italics and impossible to read; it failed to analyze crucial Project features; it
engaged in piecemeal analysis; and it failed to analyze fully the Projects' impacts and mitigation
measures.
Unfortunately, for all of its promise, the FEIR continues down the old disastrous path. As the
Commission remembers, Commissioner Tucker asked at the hearing on the MND and the Projects, why
14 Corporate Plaza, Suite 120
Newport Beach, California 92660
(949) 650-55.50
Fax: (949) 6.50-1181
13-1
13-2
Bradley Hilgren, Chair
Members of the Planning Commission
James E. Campbell, Senior Planner - 2
]lily 17, 2014
doesn't the City wait until they have an applicant and a project that it can analyze rather than
conducting environmental review on the legislative proposals? We welcomed and agreed with
Commissioner Tucker's common sense approach.
Now the City has spent hundreds of staff hours and thousands of tax dollars to determine that
a hotel use is the appropriate use for the former City Hall site. The Executive Summary appears to
embrace this approach and describes the Project as a hotel project. Unfortunately, the DEIR does not
continue this approach: it analyzes two projects: the Lido House Hotel; or a mixed use residential and
commercial use (the "Generic Project"). The City determined that it would pursue a hotel use when
it spent time and money seeking applicants to submit proposals. The City Council also decided on the
applicant which is the applicant here. Why is the City continuing to analyze the Project as
residential/mixed use? Given that the City has a project and a developer, why delay site development
review for another approval?
All of these impermissibly delays the full environmental review that must occur now and
engages in piecemeal analysis which is forbidden by the California Environmental Quality Act, Public
Resources Code sections 21000 et sett. As Commissioner Tucker asked long ago, why don't we wait
for a project and a developer? The City has satisfied these issues, why delay the environmental review
of site development review for another hearing? Such review must be done now for the chosen Project
which is the title of the FEIR, the Lido House Hotel and not some amorphous Generic Project that
various Council Members may favor.
Correlatively, the FEIR impermissibly ignores the impacts ofthe Generic Project. Far instance,
in Response to Comment 8-3 regarding the need to preserve emergency access to Via Lido Center, the
FEIR states that Comment 8-3 reflects "... reflects the commentator's preference that the Via Lido
Plaza delivery trucks pass through the City's property and ignores its effect on the hotel operations and
guests." However, this Response ignores the impacts of the Generic Project which is also part of the
Project. The FEIR repeatedly ignores the Generic Project and analyzes the impacts of the Lido House
Hotel Project. However, if the Project is approved and the FEIR is certified, the Generic Project will
be approved and its impacts will be regarded as completely analyzed. However, the FEIR fails to do
this: it focuses solely on the Lido House Hotel Project.
Fourth, the Project involves a land lease between the City and the proposed developer of the
Lido House Hotel. Also, the Generic Project will also involve a lease. Yet, the FEIR does not include
any form lease for the Generic Project or a lease for the Lido House Hotel. Given that the lease is part
ofthe Project, the FEIR must analyze the lease and its impacts on the environment including the change
in possessory interests, the term of these possessory interests, remedies on default including the ability
to seize the Hotel in the event of default and the inability of the City to operate the hotel. All of these
are part of the Lido House Hotel Project and the Generic Project: a full description of the Project
includes the terms of these agreements. Indeed, the lease is the same as a development agreement
which is part of any development project and which is part ofthe review of the hearing authority. For
instance, in the approval for North Newport Center, the Planning Commission reviewed the
environmental document and the project which included a development agreement. The same must
happen here: because the lease is part of the Project, the Commission and the public need to review and
comment on this part of the Project. Without it, the Project description is fatally incomplete. See
Save Tara v. City of West Hollywood (2008) 45 Cal. 4th 116.
14 Corporate Plaza, Suite 120
Newport Beach, California 92660
(949) 650-5550
Fax: (949) 650-1181
13-2
at]
DOW
Bradley Hilgren, Chair
Members of the Planning Commission
James E. Campbell, Senior Planner 3
]lily 17, 2014
Fifth, as indicated in our earlier comments, the Project's height will create significant aesthetic
impacts including light and glare, and shade and shadow impacts. As to the former, light and glare, the
Lido House Hotel Project and the Generic Project will expose visitors and guests/residents to lights
from passing vehicles on Balboa Blvd. These impacts likely may be able to be mitigated the FEIR
contains no such mitigation measures now. As to the shade and shadow impacts, the FEIR concedes
that the Project wiII have such impacts but regards them as temporary because the sun and therefore
the shadows move, If this analysis were adequate, there would be no shade impacts. Moreover, as we
earlier commented, the Project shade and shadows will affect the Project's own open space and will
make the area dark and dingy. It will also affect the outdoor diners at the area restaurants in the
vicinity. Although the DEIR's discussion of aesthetic impacts concludes that these are not shade
sensitive uses, that conclusion is incorrect. The shade and shadows from the Projects will adversely
affect outdoor dining in the area as well as the commercial experience at Via Lido Plaza including the
new West Marine store. The FEIR must be revised and recirculated to address these impacts.
Sixth, also highlighted in our earlier comments, the FEIR employs the wrong environmental
baseline with which to determine the Projects' impacts. This error continues the erroneous practice
employed in the MND. The DEIR is not even candid as to its use of the erroneous environmental
baseline; the July 17, 2014 Staff Report for the Commission ("2014 Commission Staff Report") is
somewhat more candid but nonetheless continues to analyze the Project's land use impacts with the
incorrect standard. That Report states:
"Absent a specified maximum intensity, the `plan to plan' analysis would indicate
that changes to the site's intensity would not require voter approval; however, when
the General Plan Update was approved in 2006, the City commissioned a traffic
study that assumed that the existing City Hall site would be expanded to 75,000
square feet. Therefore, staff has conservatively used the 2006 General Plan Update
traffic assumption for the purpose of analyzing the Charter Section 423 thresholds."
2014 Commission Staff Report, handwritten pages 11-12. The DEIR uses this same "plan to plan"
comparison to determine land use impacts, see DEIR, Table 5-4, page 5.4-50 Source Note that the
2006 General Plan is the basis for the Land Use Analysis Table 5-4. This use of the 2006 General
Plan with the non -existing but planned 75,000 square feet to analyze the Projects' impacts violates
the requirements of CEQA: It requires that the analysis compare the impacts of the proposed
Projects with the conditions on the ground today, that is without the non-existent 75,000 square feet
proposed in the 2006 General Plan. Communities for a Better Environment v. South Coast Air
Quality Management District (2010) 48 Cal. 4th 310 ("South Coast AQMD"}.
Seventh, the FOR also continues to use improperly the Lido Village Design Guidelines as
standards for approval rather than suggested guidelines. The DEIR recognizes their proper role:
"The Lido Village Design Guidelines (December 2011) (Design Guidelines) are to
be used as a guide by owners who intend to renovate or rehabilitate existing
structures, are planning for new construction, or have decided to make significant
exterior or site improvements to property, or by the City while reviewing plans for
approval or planned public improvements."
14 Corporate Plaza, Suite 120
Newport Beach, California 92660
(949) 650-5550
Fax: (949) 650-1181
13-5
13-6
13-7
Srttllet 1-1ilI!rt:n, Chair
Wild+vrn of the Ptannlnz Cnmmi:uu:e
larne-. I:. C'alnpbell. Sr»im Planner • i
exterior or site improvements to property, or by the City while reviewing plans for
approval or planned public improvements."
❑EIR, page 5.1-12. However, the DEIR confusingly employs these Guidelines as regulatory
standards with which projects must be determined to be consistent:
"The Design Guidelines provide a basis for the evaluation and review of the
applications by property owners or tenants to the City of Ne%k port 13each.These
Guidelines are not regulatory and are intended to be a component of the City's
development review process where projects must be Found consistent"
Idly 17. 2014
DEIR, page 5.1-13. This last sentence is internally contradictory: if the Guidelines are not
regulatory. then a project need not be consistent with them. Yet, the Final clause maintains that all
projects including the Projects must be found consistent with the Guidelines. These Guidelines
have never had environmental review, environmental hearings, nor any regulatory approvals, e.g.
Coastal Commission approval.
The DEIR continues this erroneous use of these Guidelines by stating that, because the
Project must comply with the Guidelines. the Project has no impact oil land use, aesthetics and other
environmental resources. '['his might be true if the Guidelines had been subjected to environmental
review and their standards were determined to enhance the environment or at least have no
significant impact on the environment. ']'he City did not conduct such a review and cannot now
employ these Guidelines as an analytical tool or mitigation tool for the Project.
The FF] R. contains numerous other errors and omissions. It is not ready for prime time. On
hchalf'ofthe clients note above, we urge the Commission to reject the Projects and the I=EIR, and
return the FI:1R and the Projects to S ta ff and the Applicants for lirrther study and review, for
revision of the FE:I R and recirculation for public comment and review.
Thank you, again, for the opportunity to comment on the FEIR. Please provide us with notice
of any responses to these comments and with notices of any and all hearings on the captioned project.
Further, this is also a written request for notices pursuant to the California Environmental Quality Act,
specifically. Public Resources Code Section 21092.2. Specifically, pursuant to Section 21092.2, we
request that you provide us with a copy ofany and all notices required pursuant to Public Resources
Code Scction 21080.4, 2 I083.9, 21092, 21108 and 21152 relating to the captioned Project..
❑fcourse, should you have any questions, please do not hesitate to contact me.
Sincerely,
O
FFICES OF R Q i
C. I AWKINS
By: Robert C. Hawkins
RCI 1/kw
cc: I_eilani Browi-L City Clerk (Via Facsimile Only)
14 Corporarc Plaza, S1IIIC 120
Newport Bvitch, C alilctrnta 92660
(949) 650.5550
Fax. (949) 650.1181
13-T
Exhibit "A"
LAW OFFICES OF ROBERT C. HAW KINS
March 26, 2013
Via Facsimile Only
Keith Curry, Mayor
Members of the City Council
c/o Leilani Brown, City Clerk
City of Newport Beach
3300 Newport Blvd.
Newport Beach, California 92663
Re: Additional and Further Comments on the Final Mitigated Negative Declaration
("FMND") for the City Hall Reuse Project (the "Project")
Greetings:
Thank you for the opportunity to comment on the captioned matter. This firm represents
Newport Residents United Again, a community group based on the original Newport Residents
United which lobbied in the early 1970s to establish the original height limit for the Coastal Zone,
the Friends of Dolores, a community action group dedicated to ensuring compliance with state and
local laws including the California Environmental Quality Act, Public Resources Code sections
21000 et seq., Friends of City Hall, a community action group dedicated the preservation of the "City
Hall" site for civic purposes, and others in the City in connection with the captioned matter.
We Have commented on the captioned DMND several times and offer these additional further
comments on the captioned document.
First, although we have repeatedly requested that you provide us with all notices in
connection with the captioned matter, we have yet to receive any such notices. Please comply with
the requirements of the California Environmental Quality Act, Public Resources Code sections
21000 et seq. Again, as throughout this process, the City has failed to provide us with notice
required by CEQA and other laws.
Second, the Response to our January 17, 2013 Letter Comment 4 states that:
"This comment suggesting that the IS/MND was unreadable is the only comment
received that indicated the reviewer had difficulty reading and understanding the
information and analysis presented in the document. The IS/MND was distributed
to the State Clearinghouse, the California Coastal Commission and other
responsible public agencies and/or interested individuals and organizations. With
the single exception of this commenter, the City did not receive any comments
from any other recipient of the IS/MND that indicated reviewers had difficulty
reading the document or that it prevented them from understanding the findings
and recommendations included in the environmental analysis. Recirculation of the
IS/MND is not necessary."
14 Corporate Plaza, Suite 120
Newport Beach, California 92660
(949) 650.5550
Fax: (949) 650.1181
13-8
13-9
Keith Curry, Mayor March 26, 2013
Members of the City Council �
Final MND, page 1 of Responses to our January 17, 2013 letter. This is incredible. It is also
factually incorrect.
At the January 17, 2013 hearing, all of the public commenters criticized the readability of
the DMND. Moreover, at the hearing, staff reported on the project and then introduced the MND
preparer, Mr. Keeton Kreitzer. Mr. Kreitzer discussed the MND.
The very first question asked of the EIR preparer, Keeton Kreitzer, concerned the
italicized document. Chairman Michael Toerge asked: "Why was the document in italics?"
(Emphasis in the original.) Mr. Kreitzer responded that he had a computer glitz and the entire
document printed in italics. He said that it was not to mislead, to confuse or to make the
document less readable. Chair Toerge responded that "it certainly did make the document
much less readable." See audio minutes of the January 17, 2013 meeting (the audio minutes are
not measured so we cannot provide a location in the audio minutes) (Emphasis supplied). Other
members of the public including Jim Mosher and Denys Obermann also criticized the readability
of the document. Given these comments including the Planning Commission Chair's comments,
the document must be recirculated for public review and comment.
We note that the City has attempted to cure this defect retroactively by providing the
FMND in non -italic font. Unfortunately, this is not appropriate and cannot cure the problem.
The public commented on the italicized document, and the italics made the document
unreadable. The City Council will now have the luxury of the non -italicized document but the
public was not given this opportunity during the public comment period which closed the day
after Christmas 2012. Given that the City has now circulated a non -italicized version of the
document, the City must recirculate this reformatted document for public review and comment.
As for the Responses to Comment Nos. 5 and 6, although they state that they are
analyzing the Project's impacts on the worst case scenario, the Responses fail to do this. First,
the proposed shade -shadow analysis was not part of the DMND, and the public has not had the
opportunity to review and comment on this study. The FMND without italics and with the shade
study must be revised and recirculated for public review and comment.
Second, the shade study is incomplete. The Project description includes increasing the
Shoreline Height Limits from thirty-five (35') feet to fifty-five (55') with sloping roofs and
elevator towers to sixty (60') feet and architectural features to sixty-five (65') feet. The shade
analysis displays only shade for the fifty-five (55') feet, not the higher sloped roofs, elevator
towers and architectural features.
Moreover, no one verifies that the shadows are correct and that the analysis correctly
shows the shadows generated at the site and surrounding areas. This City has suffered from
unscrupulous persons who have fudged height issues: Andrew Goetz; the entitlement persons for
the Mormon Temple; and others. We need a reliable shade analysis to evaluate the potential
impacts of the Project, not some seat -of -the -pants, rush -rush analysis.
14 Corporate Plaza, Suite 120
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13-9
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Keidi Curry, Mayor March 26, 2013
Members of the City Council .3
Third, even this seat -of -the -pants, rush -rush shade analysis shows shade impacts: the
open space on the Project site will be permanently shaded. As we indicated in our original
comment letter, the DMND states:
"The purpose of allowing buildings, structures and architectural elements to
exceed 35 feet is to promote vertical clustering resulting in increased open space
and architectural diversity while protecting existing coastal views and providing
new coastal view opportunities."
DMND, page l 1 (Emphasis omitted to make the quote easier to read.) See also Response to Coastal
Commission Comment No. 4 ("Additionally, the purpose for allowing taller buildings is clearly
described within the draft amendment; `...to promote vertical clustering resulting in increased
publically accessible on -site open space and architectural diversity while protecting existing
coastal views and providing new coastal view opportunities."'
However, Response to Supplemental Comment No. 6 states:
"It is important to note that the City of Newport Beach has determined that
shadow sensitive uses include, but are not limited to, residential, recreational and
park areas, plazas, schools, and nurseries. Furthermore, the City considers that a
significant impact related to shadows occurs when 50 percent of shadow sensitive
use or area is in shade/shadow for at least 50 percent of the time between 9:00
a.m. and 3:00 p.m. Pacific Standard Time (PST) between late October and early
April or between 9:00 a.m. and 5:00 p.m. Pacific Daylight Time (PDT) between
early April and Late October."
Section 7.0 of the FMND, page 2. However, the seat -of -the -pants, rush -rush shade analysis fails
to analyze the impacts on the Project site open space areas, e.g. the park areas. The FMND
recognizes these as shade sensitive areas, but the analysis shows that this area will be in shade for
most of the day. Yet, the FMND fails to recognize or appreciate this Project impact.
At the January 27, 2013 Planning Commission, we commented regarding such impacts.
Planner Campbell stated that Project impacts on the Project site were not impacts that needed to
be analyzed, addressed, or mitigated. However, the FMND is replete with analysis of such
impacts including impacts regarding air quality and noise. For instance, Section 4.8(e)
concerning Hazards considers and discusses whether the Project will expose Project residents to
hazards including noise. Section 4.12(a) discusses the potential impact that the Project may
create by exposing Project residents to unwanted noise. Section 4.3(e) discusses the potential
that the Project may expose residents to objectionable odors.
Here, the Project and its huge shadow eliminates the benefit of the open space included in
the Project Description and which necessitates the Project's need to exceed the height limit. The
Project's exceeding the height limit actually will create a significant and unmitigated impact: the
shadow which undercuts and destroys the benefit of the open space. This is a significant Project
impact which requires mitigation. Indeed, it likely will require modification of the Project to
comply with the current height limits which likely will have no such shade impacts.
14 Corporate Plara, Suite 120
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13-10
13-11
13-12
Keith Curry, Mayor 4 March ?6, ?�13
Members of the City Council
Fourth, the Shoreline Height Ordinance and Limitation arose due to citizen action. In the
early 1970s, a group of Newport Beach residents including Joe and Judy Rosener formed
"Newport Residents United ("NRU")." According to Allen Beek who testified on behalf of NRU
when the Council passed the height limit, one of the reasons NRU proposed the height limit was
the construction of the massive condominium towers near the Lido Isle Bridge. However,
FMND maintains that the Project with its height exceeding the current ordinance is consistent
with these large condominiums which gave rise to the height ordinance in the first place. For
instance, the discussion of Aesthetics notes:
"Several other taller residential, office, and a mixed use building are also located
in the vicinity of the project and within the view."
FMND, page 28. See also Response to Coastal Commission Comment No. 4 Also, see Exhibits
4.1-1 through -7 which show that the only building penetrating the Shoreline Height Limit is the
601 Lido Condominiums and 611 Lido Park Condominiums which led to the Shoreline Height
Ordinance. Further, Exhibits 4.1-8 through -11 also show projects built before the Shoreline
Height Ordinance which are not in the vicinity of the Project but are on Pacific Coast Highway in
an area known as Mariner's Mile.
The other structures reference in the graphic entitled "Lido Village Building Height
Analysis" in Response to Coastal Commission Comment No. 4 show that the vast majority of
structures in the vicinity of the Project are within the Shoreline Height Limit, not in excess of
those limits. Only two properties shown on this Analysis are as high or higher than the proposed
Project: 601 Lido Condominiums and 611 Lido Park Condominiums.
The FMND cannot use these anomalies to show consistency with surrounding
development. Indeed, the Mariner's Mile projects are not in the vicinity of the Project site and
should not be considered at all. Further, the 601 Lido Condominiums is unusual as shown in the
Exhibits 4.1-1 through -7. Without more, these anomalies cannot in and of themselves set the
standard. The standard is far lower: it is the current Shoreline Height Limit of thirty-five (35')
feet.
Fifth, as indicated in our original comments, the FMND refers to the Lido Village Design
Guidelines as regulatory. See Mitigation Measure 4.1-1 and other references in the FMND
which state that the Guidelines "prescribe" standards of development. These references occur
throughout the FMND. Nonetheless, Response to Comment No. 15 states that:
"The characterization in the Draft ISIMND that the guidelines as regulatory in
nature was unintentional. Rather, the discussion of the Lido Village Design
Guidelines was intended to illustrate that future development must be found to be
consist with the design guidelines for approval."
FMND, Response to Friends' December 26, 2013, page 10. This is very confusing. The first
sentence in this Response suggests that the Guidelines are not regulatory; the second states that
the Guidelines are regulatory. The City cannot have it both ways: if the Project must be found to
be consistent with the Guidelines, then they are regulatory. If they are not regulatory, then the
Project need not be consistent with the Guidelines. Given that the FMND relies upon the
14 Corporate Plaza, Suite 120
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Wok K3
13-14
Keith Curry, Mayor March 26, 2013
Members of the City Council 5
regulatory understanding of the Guidelines, the Guidelines are part of the Project and must be
analyzed in the FMND.
Indeed, Response to our January 17, 2013 letter Comment No. 9 concerning the
Guidelines states that:
"It is acknowledged that the Lido Village Design Guidelines are not regulatory.
As indicated in the guidelines, the City of Newport Beach is responsible for
design review and project implementation. Project must adhere to adopted
General Plan, zoning policies, and regulations, which outline requirements
Specific for individual parcels within Lido Village, including the City Hall
property. Nonetheless, the Lido Village Design Guidelines are intended to
influence the theme and character of that development. To that end, the
guidelines addressed all aspects of future land use that may occur within Lido
Village, including edge conditions, pedestrian connection, open space,
sustainability, architecture, landscaping, etc., to ensure that the objectives
articulated in the document are achieved. In addition, guidance is also provided to
achieve the desired visual character and aesthetic quality within Lido Village,
even though all improvements occurring with the affected area are subject to
applicable regulations and permitting process imposed by the City' General Plan,
zoning code and related ordinances, and other related regulatory requirements.
Finally, the guidelines are intended to provide design guidance for future
development and redevelopment "...with the assurance that others who follow
will be held to the same or similar unifying set of standards."Thus, while they are
not regulatory, they include guidance for promoting compatibility and minimizing
land use conflicts through the implementation of planning and design solutions
that also reduce potential adverse effects."
FMND, Response to January 17, 2013 Comment No. 9, page 4 (Emphasis supplied.) Again, this
does not really address the question. This Response recognizes that the Guidelines are not
regulatory and only provide guidance. However, if so, then how can the FMND rely on
compliance with the Guidelines to mitigate Project impacts? See Mitigation Measure 4.1-1,
They cannot. Hence, the FMND contains an analysis which requires further discussion regarding
the Guidelines and their mitigation of the Project's impacts. Indeed, as we indicated in our
December 26, 2013 Comment, the Project really includes the Guidelines, and the environmental
document must be revised to address this aspect of the Project.
Sixth, the FMND fails to analyze the Project's impacts on the existing environment. That
is, it improperly compares the Project's impacts, not to the existing environment, but on a
hypothetical General Plan environment. This is legal error.
Recently, the California Supreme Court decided the CEQA issue of environmental
baseline. In Communities for a Better Environment v. South Coast Air Quality Management
Dist. (2010) 48 Cal. 4th 310 ("South Coast A MD") , the Supreme Court held that the
envirorunental baseline is CEQA is generally the existing conditions on the ground. There, the
South Coast Air Quality Management District prepared a negative declaration for a refiner
project by Conoco -Philips. Among other things, the District argued that the environmental
14 Corporate Plaza, Suite 120
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Keith Curry, Mayor
Members of the City Council • 6 - March 26, 2013
baseline was maximum output of the refinery which had valid permits to operate it at the site
even though the refinery had yet to be built. Among other things, ConocoPhillips argued that
failure to use the maximum permitted operations as a baseline would violate ConocoPhilips
vested rights and contravene CEQA's statute of limitations.
The Court reviewed the case law and stated:
A long line of Court of Appeal decisions holds, in similar terms, that the impacts
of a proposed project are ordinarily to be compared to the actual
environmental conditions existing at the time of CEQA analysis, rather than to
allowable conditions defined by a plan or regulatory framework. This line of
authority includes cases where a plan or regulation allowed for greater
development or more intense activity than had so far actually occurred, n6 as well
as cases where actual development or activity had, by the time CEQA analysis
was begun, already exceeded that allowed under the existing regulations. n7 In
each of these decisions, the appellate court concluded the baseline for CEQA
analysis must be the "existing physical conditions in the affected area"
(Environmental Planning & Information Council v. County of El Dorado, supra,
131 Cal. App. 3d at p. 354), that is, the "`real conditions on the ground"' (Save
Our Peninsula Committee v. Monterey County Bd. of Supervisors, supra, 87
Cal.AppAth at p. 121; see City of Carmel -by -the -Sea v. Board of Supervisors,
supra, 183 Cal. App. 3d at p. 246), rather than the level of development or activity
that could or should have been present according to a plan or regulation."
Id. at 320-21. The Court held that:
"Applied here, this general rule leads to the conclusion the District erred in using
the boilers' maximum permitted operational levels as a baseline. By treating all
operation of the boilers within the individual limits of their permits to be part of
the environmental setting, or baseline, the District ensured that no emissions from
increased boiler operation would be considered an environmental impact so long
as no single boiler operated beyond its permitted capacity."
Id. at 322. See Neighbors for Smart Rail v. Exposition Metro Line Construction Authority
(2012) 205 Cal. App. 4" 552 petition for review granted 2012 Cal. LEXIS 7556 (to the opposite
effect; opinion was depublished pending the Supreme Court review).
Hence, under South Coast AQMD, the FMND uses an improper baseline to assess
impacts including traffic impacts. The FMND states:
"When the City's General Plan Update was approved in 2006, the City had
commissioned a traffic study that assumed that the existing City Hall site would
be expanded to 75,000 square feet. Therefore, based on the General Plan 2006
Update traffic (land use) assumption used to analyze the traffic impacts associated
with the project site, the City determined that such future redevelopment/reuse of
the City Hall Complex property would not require voter approval for the purpose
of analyzing the Charter Section 423 thresholds."
14 Corporate Plaza, Suite 120
Newport Beach, Califomia 92660
(949) 650-5550
Fax: (949) 650.1181
ii [CIS [.1
Keith Curry, Mayor
Members of titre City Council .7. March 25, 2013
FMND, page 112. The FMND uses this "General Plan" analysis to determine the baseline for the
Project instead of the existing conditions on the ground today which is 54,004 square feet
including the Fire Station. See City Council Study Session presentation, page 2. This does not
comply with the requirements of CEQA and with the direction of the South Coast AQMD Court.
Indeed, it inflates the traffic generated under existing conditions and lessens the traffic impacts of
the project. The FMND must be revised to consider the Project's impacts on traffic and other
issues based upon a comparison with the existing conditions. Likely, the Project will generate
substantially more traffic than existing conditions.
Moreover, the FMND seems confused on this point. In Responsc to our December 26,
20 13 Comment No. 34, the FMND states that:
"Fire Station No. 2 is an existing use that currently generates traffic to and from
the site as a result of home -to -work trips. Those trips currently exist and are
reflected in the baseline traffic for the Project."
FMND, Response to Comment No. 34, page 14. However, it is unclear under the General Plan
baseline whether or not the Fire Station traffic was not allocated to another site.
In conclusion, the FMND is totally inadequate. Good and sound policy reasons and good
planning require the preparation of an EIR. Such an EIR would analyze correctly the existing
environmental setting including the 54,000 square foot current City Hall structure, would clearly
state the Project objectives which include adequate open space for this public site, would analyze
all impacts including shade impacts, would include adequate mitigation, would include a
discussion of Project alternatives which is necessary for the Project to go forward, and would
allow the City to override any significant an unmitigated impacts.
Thank you, again, for the opportunity to comment on the FMND. As before and although
ignored for this hearing, PLEASE PROVIDE US WITH NOTICE OF ANY RESPONSES
TO THESE COMMENTS IN A NON -ITALICIZED FORMAT AND WITH NOTICES OF
ANY AND ALL HEARINGS ON THE CAPTIONED PROJECT AND FMND.
Of course, should you have any questions, please do not hesitate to contact me.
Sincerely,
TICEAFIBIEA. WKINS
By: Robert C. Hawkins
cc: Leilani Brown, City Clerk (Via Facsimile Only)
14 Corporate Plaza, Suite 120
Newport Beach, California 92660
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Law Offices of Robert C. Hawkins
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Newport Beach, California 92660
(949) 650-5550
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FAX COVER SHEET
TRANSMITTED TO:
NAME
FAX NUMBER
PHONE NUMBER
Leilani Brown, City Clerk
(949) 644-3039
From: Robert C. Hawkins
Client/Matter: Friends
Date: March 26, 2013
Documents: Comments on CC Agenda Item No. 11: FMND re City Hall Reuse Project
Pages: 7*
COMMENTS: Original will follow as indicated.
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03/28/2013 2:51PM FAX 8488501181 HAWKINS LAW OFFICES Z0001
*** TX Result Report ***
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Law Offices of Robert C. Hawkins
110 Newport Center Drive, Suite 200
Newport Reach, California 92660
(949) 650-5550
Fax: (949) 650- l 1 S 1
FAX COVER SHEET
TRANSM 177TED TO:
NAME FAX NUMBER PHONE NUMBER
Leilani Brown, City Clerk (949) 644-3039
From: Robert C. Hawkins
Client/Matter: Friends
Date: March 26, 2013
]documents: Comments on CC Agenda Item No. 11: FMND re City Hall Reuse Project
Pages: 7*
COMMENTS: Original will follow as indicated.
City of Newport Beach
Lido House Hotel
Environmental Impact Report
13. RESPONSES TO COMMENTS FROM LAW OFFICES OF ROBERT C.
HAWKINS, DATED JULY 17, 2014.
13-1 The commenter states that the text of the Draft EIR is legible, as it is not written in italic
font throughout. The commenter also incorporates an earlier comment letter submitted for
the previously prepared Negative Declaration (not adopted) for a past project at the project
site (as discussed in detail on pages 3-4 and 3-5, Section 3.2, Background and History, of the
Draft EIR). Refer to Responses 13-8 through 13-17.
13-2 The City currently has a specific development application that has been submitted for the
project site, which is described in detail throughout Section 3.3, Project Characteristics, of the
Draft EIR. Contrary to what the Commenter suggests regarding two development scenarios
considered as part of the proposed project, the Draft EIR only considers one development
application for a new hotel. As illustrated on Exhibit 3-3, Concotual Site Plan, of the Draft
EIR, the project analyzed includes a new 99,625 square -foot hotel comprised of guestrooms,
public areas, and back of house (operational) areas. Guestrooms and suites, including a
Presidential Suite and extended stay suites and villas, would occupy levels two through four.
The rooftop patio would include a bar area, fire pit, and cabanas and provide views of the
bay and ocean. Other project -specific features included in Section 3.3 and analyzed in the
Draft EIR include the proposed architecture, open space and landscaping, and vehicular
access and parking. As required by CEQA, the proposed entitlements required as part of the
application for the project must also be considered in the environmental clearance
document, which have been discussed in Section 3.3 of the Draft EIR as well. It should be
noted that, as required by CEQA Guidelines Section 15126.6, Consideration and Discussion of
Alternatives to the Proposed Project, a mixed use development scenario was considered as part of
Section 7.0, Alternatives to the Pn2posed Proect, of the Draft EIR. CEQA Guidelines Section
15126.6, requires an EIR to describe a range of reasonable alternatives to the project, which
would avoid or substantially lessen any of the significant effects of the project, and evaluate
the comparative merits of the alternatives. Per CEQA Guidelines Section 15126, the Draft
EIR included an analysis of a reasonable range of alternatives, including reduced density,
mixed -use, and two no build alternatives.
13-3 The Draft EIR considered the full scope of the application, as submitted to the City of
Newport Beach, and does not include any other potential project entitlement clearances not
discussed. Thus, no further environmental clearance documentation is required, upon
certification of the EIR, for the project, as proposed. Refer to Response 13-2 pertaining to
the proposed project analyzed as part of the Draft EIR; no Generic Project was considered,
but rather a specific site plan (the proposed Lido House Hotel), as illustrated in Exhibit 3-3,
Concatual Site Plan, of the Draft EIR was analyzed.
The commenter suggests that the Draft EIR analyzes the development of a Generic Project
(as the proposed project), which is not the case. As discussed in Response 9-2, the City
Council selected R.D. Olson as the development team to pursue a hotel project at the
project site. The City Council executed an Exclusive Negotiating Agreement with R.D.
Olson and R.D. Olson has submitted a Site Development Review and Conditional Use
Final • August 2014 2-135 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
Permit application consistent with their proposal and applicable Zoning Codes, which is the
subject of this EIR. Thus, implementation of the proposed project, as discussed in the Draft
EIR would not result in the development of a Generic Project, as suggested by the
commenter, but rather the development of the hotel as proposed.
13-4 As described on page 3-19 of Section 3.6, Agreements, Permits, and Approvals, of the Draft EIR,
a Lease was considered in the Draft EIR as part of the proposed project. Lease negotiations
are ongoing and have not been completed. Refer to Response 9-2.
13-5 Increased heights at the project site would result in similar lighting conditions as structures
of similar or higher building height in the project vicinity. Further, new shade/shadow
conditions were considered on page 5.2-35 of the Draft EIR, which concluded that, as
illustrated in Exhibit 5.2-12, Proposed Shade/Shadow Patterns, shade/shadow impacts would be
minimal, for a short period of time, and the areas shaded are not considered to be shadow -
sensitive (as these areas consist of surface parking lot and a portion of a commercial -retail
building). Thus, impacts in this regard are less than significant, as described in the Draft
EIR.
As illustrated on Exhibit 5.2-12, Proposed Shade/Shadow Patterns, of the Draft EIR, the on -site
public use area along Newport Boulevard would only be shaded in the morning hours.
Thus, the proposed public use areas along the western portion of the project site are not
anticipated to experience substantial shade as a result of the proposed structure. Further, as
depicted on Exhibit 5.2-12 of the Draft EIR, no shading of adjacent outdoor diners
associated with restaurant uses would result from the proposed structure; no impacts would
result in this regard. The adjacent retail store (West Marine) would be partially shaded;
however, this use is not considered to be shadow -sensitive.
With regard to increased vehicle headlights along Balboa Boulevard and surrounding
residential uses, the project would not result in an increase in vehicles (or associated vehicle
headlights) traveling along Balboa Boulevard (as illustrated on Exhibit 7, Forecast Percent Trip
Distribution of Proposed Project, of Appendix 11.3, DR& Impact Analysis/Parking Study, of the
Draft EIR). Further, as discussed on page 5.2-38 of the Draft EIR, vehicle headlights are a
source of nighttime lighting that was considered in the light and glare analysis for the
proposed project. Increased vehicle headlights along Newport Boulevard and 32nd Street
would appear similar to the existing lighting conditions currently experienced. Thus, impacts
in this regard would be less than significant.
13-6 The City of Newport Beach General Plan was adopted July 25, 2006 (as amended periodically)
and is the City's guide for community decision -making. Appendix G of the CEQA Guidelines
contains the Environmental Checklist form that was used during the preparation of this
EIR. Accordingly, a project may create a significant adverse environmental impact if it
would: conflict with any applicable land use plan, policy or regulation of an agency with
jurisdiction over the project (including, but not limited to, the general plan, specific plan,
local coastal program or zoning ordinance) adopted for the purpose of avoiding or
mitigating an environmental effect. Thus, the Draft EIR considers the project's consistency
Final • August 2014 2-136 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
with the City's adopted General Plan, as described in Impact Statements LU-1 through LU-
5, which includes Table 5.1-4, General Plan Policy Consistency Analysis. It should be noted that
the environmental analysis presented throughout the Draft EIR considers the project
impacts compared to the existing "on -the -ground" conditions, and does not analyze the
project via a "plan -to -plan" analysis approach. As discussed in Section 3.1.2, Proiect Setting
(Existing Conditions), 60,600 square feet of administration/office floor area (previously used to
support the former City of Newport Beach City Hall), and the existing Fire Station No. 2
that is approximately 7,100 square feet, were considered in the Draft EIR. The existing
baseline condition that was utilized in the Draft EIR acknowledged that City Hall staff has
been relocated to the new Civic Center located at Newport Center in April of 2013. It is
noted that the City continues limited use of the property and various buildings including
community use of the former City Council Chambers for assembly purposes. Also, the
Draft EIR considered Fire Station No. 2 as currently on -site, staffed, and operational.
13-7 Refer to Response 7-4 pertaining to the City's Design Guidelines.. As discussed in Section 5.1,
Land Use and Relevant Planning, and Section 5.2, Aesthetics/Light and Glare, where the project
considers consistency with the Design Guidelines, it is in the context of describing the project's
consistency with applicable land use plans and policies as well as describing the City's intent
for the visual character in the area. This consistency analysis describes the City's intent for
the character/quality of the area and whether or not the project is consistent with that intent
or not. The Design Guidelines are described as guidelines were applicable and not regulatory
requirements. Further, it should be noted that page 5-1 of the Design Guidelines states that
within the City of Newport Beach's Zoning Code, there are requirements for development
and new land uses to adhere to Design Guidelines. Section 20.16.020, paragraphs C through E,
require land owners to follow Design Guidelines or criteria as a condition of approval. Refer to
Response 7-4 pertaining to Coastal Commission approval.
13-8 The commenter has attached a letter (Exhibit "A" of Letter 13) that was previously
submitted as part of the Negative Declaration on March 26, 2013. The City of Newport
Beach has previously reviewed and responded to these comments. Per the request of the
commenter, this attached letter (Exhibit "A") has been responded to, to the extent that it is
applicable to this EIR in Responses 13-9 through 13-17 below.
13-9 The commenter has requested to be notified on all public correspondence for the project, as
required by CEQA and other laws. Notification to the public of circulation of the Draft
EIR has been conducted consistent with the CEQA Guidelines Section 15087(a)(1). Refer to
Response 13-1 pertaining to the legibility of the Draft EIR.
13-10 Refer to Response 13-5 pertaining to the shade/shadow impact analysis presented in the
Draft EIR.
13-11 Refer to Response 13-5 pertaining to the shade/shadow impact analysis presented in the
Draft EIR.
Final • August 2014 2-137 Response to Comments
City of Newport Beach
Lido House Hotel
Environmental Impact Report
13-12 Refer to Response 13-5 pertaining to the shade/shadow impact analysis presented in the
Draft EIR.
13-13 Page 5.2-11 of the Draft EIR specifically describes the existing heights of the surrounding
development, as currently constructed. As discussed on the last paragraph of page 5.2-35 of
the Draft EIR, project implementation would alter the visual character of the site and its
surroundings, as the former Newport Beach City Hall Complex would be replaced with the
proposed hotel and associated parkways/landscaping. Surrounding land uses provide a mix
of uses consistent with retail/restaurant and hotel uses focused toward a more visitor -
oriented character. The proposed project, with the proposed setbacks to Newport
Boulevard and 32nd Street, is considered compatible in massing and scale to the surrounding
uses. Further, the increase of building heights (up to 58.5 feet) would not result in a
substantial change in the character of the area, as surrounding buildings (particularly to the
north and east of the project site) include structures that can range from 12 to 110 feet. The
proposed building heights for portions of the structure located along Newport Boulevard
and 32"d street (up to 30 feet in height) would be similar to height as the surrounding
buildings to the west and south (generally ranging in height from 11 to 35 feet). Thus, with
implementation of the recommended Mitigation Measure AES-2 (which would ensure
compliance with the Design Guidelines), implementation of the proposed project would result
in less than significant impacts pertaining to a degradation of character/quality at the project
site and surrounding area.
13-14 Refer to Response 13-7.
13-15 Refer to Response 13-6.
13-16 Refer to Response 13-6. As discussed in Section 5.5, Trai-c/Circulation, of the Draft EIR, the
project's traffic -related impacts were compared to the existing "on -the -ground" conditions,
and not a "Plan -to -Plan" analysis.
13-17 Refer to Response 13-16. Traffic associated with the existing on -site Fire Station No. 2 are
included in the existing traffic counts conducted as part of the Draft EIR. The analysis
assumes that this use would remain on -site during operations of the proposed project, as
discussed in Section 5.5, Traflic/Circulation, of the Draft EIR.
Final • August 2014 2-138 Response to Comments
3.0 Mitigation Monitoring and
Reporting Program
City of Newport Beach
Lido House Hotel
Environmental Impact Report
3.0 MITIGATION MONITORING
AND REPORTING PROGRAM
The California Environmental Quality Act (CEQA) requires that when a public agency completes an
environmental document which includes measures to mitigate or avoid significant environmental
effects, the public agency must adopt a reporting or monitoring program. This requirement ensures
that environmental impacts found to be significant will be mitigated. The reporting or monitoring
program must be designed to ensure compliance during project implementation (Public Resources
Code Section 21081.6).
In compliance with Public Resources Code Section 21081.6, Table 1, Mitigation Monitoring and
Uorting Checkli t, has been prepared for the Lido House Hotel Project (the project). This Mitigation
Monitoring and Reporting Checklist is intended to provide verification that all applicable Conditions
of Approval relative to significant environmental impacts are monitored and reported. Monitoring
will include: 1) verification that each mitigation measure has been implemented; 2) recordation of
the actions taken to implement each mitigation; and 3) retention of records in the Lido House Hotel
project file.
This Mitigation Monitoring and Reporting Program delineates responsibilities for monitoring the
project, but also allows the City flexibility and discretion in determining how best to monitor
implementation. Monitoring procedures will vary according to the type of mitigation measure.
Adequate monitoring consists of demonstrating that monitoring procedures took place and that
mitigation measures were implemented. This includes the review of all monitoring reports,
enforcement actions, and document disposition, unless otherwise noted in the Mitigation
Monitoring and Reporting Checklist (Table 1). If an adopted mitigation measure is not being
properly implemented, the designated monitoring personnel shall require corrective actions to
ensure adequate implementation.
Reporting consists of establishing a record that a mitigation measure is being implemented, and
generally involves the following steps:
• The City distributes reporting forms to the appropriate entities for verification of
compliance.
• Problems or exceptions to compliance will be addressed to the City as appropriate.
• Periodic meetings may be held during project implementation to report on compliance of
mitigation measures.
• Responsible parties provide the City with verification that monitoring has been conducted
and ensure, as applicable, that mitigation measures have been implemented. Monitoring
compliance may be documented through existing review and approval programs such as
field inspection reports and plan review.
Final 9 August 2014 3-1 Mitigation Monitoring and Reporting Program
City of Newport Beach
Lido House Hotel
Environmental Impact Report
• The City prepares a reporting form periodically during the construction phase and an annual
report summarizing all project mitigation monitoring efforts.
Appropriate mitigation measures will be included in construction documents and/or
conditions of permits/approvals.
Minor changes to the Mitigation Monitoring and Reporting Program, if required, would be made in
accordance with CEQA and would be permitted after further review and approval by the City. No
change will be permitted unless the Mitigation Monitoring and Reporting Program continues to
satisfy the requirements of Public Resources Code Section 21081.6.
Final 0 August 2014 3-2 Mitigation Monitoring and Reporting Program
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Table 1
MITIGATION MONITORING AND REPORTING CHECKLIST
Mitigation
Mitigation Measure
Implementation
Timing
Monitoring
Timing
VERIFICATION OF COMPLIANCE
Number
Responsibility
Responsibility
Initials Date Remarks
AESTHETICS
AES-1
Prior to issuance of any grading and/or
Applicant/
Prior to
Director of
Prior to Issuance
demolition permits, whichever occurs
Contractor
Issuance of
Community
of Grading/
first, a Construction Management Plan
Grading/
Development
Demolition
shall be submitted for review and
Demolition
Permits
approval by the Director of Community
Permits
Development. The Construction
Management Plan shall, at a minimum,
indicate the equipment and vehicle staging
areas, stockpiling of materials, fencing
(i.e., temporary fencing with opaque
material), and haul route(s). Staging areas
shall be sited and/or screened in order to
minimize public views to the maximum
extent practicable. Construction haul
routes shall minimize impacts to sensitive
uses in the City.
AES-2
Prior to issuance of a building or grading
Applicant/
Prior to
Director of
Prior to Issuance
permit for new construction, the
Contractor
Issuance of
Community
of Grading/
Landscape Concept Plan and Plant Palette
Grading or
Development
Construction
shall be submitted to the Director of
Building
Permits
Community Development for review and
Permits
approval. Landscaping shall complement
the proposed site design and surrounding
streetscape and must also be consistent
with the Lido Village Design Guidelines.
AES-3
All construction -related lighting shall be
Applicant/
Prior to
Director of
Prior to Issuance
located and aimed away from adjacent
Contractor
Issuance of
Community
of Grading
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residential areas and consist of the
Grading or
Development
Permit/
minimal wattage necessary to provide
Building Permit
During
safety and security at the construction site.
Construction
A Construction Safety Lighting Plan shall
be approved by the Director of
Community Development prior to
issuance of the grading or building permit
application.
BIOLOGICAL RESOURCES
BI0-1
To the extent feasible, all vegetation
Applicant/
Prior to
Director of
Prior to Issuance
removal activities shall be scheduled
Contractor
vegetation
Community
of a Grading
outside of the nesting season (typically
removal
Development
Permit; During
February 15 to August 15) to avoid
Construction
potential impacts to nesting birds.
However, if initial vegetation removal
occurs during the nesting season, all
suitable habitat shall be thoroughly
surveyed for the presence of nesting birds
by a qualified biologist prior to
commencement of clearing. If any active
nests are detected, a buffer of at least 300
feet for raptors shall be delineated,
flagged, and avoided until the nesting
cycle is complete as determined by the
City.
BIO-2
The City shall locate an existing Ficus
City Recreation
Prior to
Recreation and
Prior to Issuance
benjamina tree or other suitable tree into a
and Senior
Issuance of
Senior Services,
of Grading/
City park and dedicate the tree in the
Services,
Grading/
Municipal
Demolition
name of William Lawrence `Billy" Covert.
Municipal
Demolition
Operations
Permits
Should an appropriate tree not be found,
Operations
Permits
Department,
the City shall attempt to transplant the
Department, and
and
existing tree or plant a new tree of the
Community
Community
same variety at an appropriate location.
Development
Development
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The re -dedicated tree shall have a
Department
Department
permanent marker or plaque. Every
effort shall be made to involve the Covert
family in this process.
BIO-3
Because the Freedom Tree also cannot be
City Recreation
Prior to
C Recreation
Prior to Issuance
effectively transplanted, the City shall
and Senior
Issuance of
and Senior
of Grading/
locate an existing tree in a very prominent
Services,
Grading/
Services,
Demolition
location within a City park or at the new
Municipal
Demolition
Municipal
Permits
Civic Center and dedicate it as The
Operations
Permits
Operations
Freedom Tree. An appropriate
Department, and
Department,
permanent marker or plaque shall be
Community
and
provided and the dedication should be
Development
Community
accomplished with community and
Department
Development
veterans groups' participation.
Department
BIO-4
Because the Walter Knott Tree and the
City Recreation
Prior to
Recreation and
Prior to Issuance
California Bicentennial Tree cannot be
and Senior
Issuance of
Senior Services,
of Grading/
effectively transplanted, the City shall
Services,
Grading/
Municipal
Demolition
locate an existing tree within a City park
Municipal
Demolition
Operations
Permits
and dedicate it in the name of Walter and
Operations
Permits
Department,
Cordelia Knott. The City shall also locate
Department, and
and
an existing tree in a prominent location
Community
Community
within a City park or at the new Civic
Development
Development
Center and dedicate it in honor of the
Department
Department
State of California. The re -dedicated trees
shall have permanent markers and every
effort shall be made to involve the Knott
family and the community in the process.
CULTURAL
RESOURCES
CUL-1
An archaeologist and a Native American
Applicant/
During Grading
Director of
Prior to Issuance
Monitor appointed by the City of
Contractor
Community
of a Grading
Newport Beach shall be present during
Development
Permit; During
earth removal or disturbance activities
Grading
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related to rough grading and other
excavation for utilities. If any earth
removal or disturbance activities result in
the discovery of cultural resources, the
Project proponent's contractors shall
cease all earth removal or disturbance
activities in the vicinity and immediately
notify the City selected archaeologist
and/or Native American Monitor, who
shall immediately notify the Director of
Community Development. The City
selected archaeologist shall evaluate all
potential cultural findings in accordance
with standard practice, the requirements
of the City of Newport Beach Cultural
Resources Element, and other applicable
regulations. Consultation with the Native
American Monitor, the Native American
Heritage Commission, and data/artifact
recovery, if deemed appropriate, shall be
conducted.
CUL-2
An Orange County Certified
Community
Prior to Earth
Community
Prior to Earth
Paleontologist appointed by the City of
Development
Removal or
Development
Removal or
Newport Beach shall prepare a
Director
Disturbance
Department/
Disturbance
Paleontological Resource Monitoring and
Activities
Applicant/
Activities/
Mitigation Program prior to earth removal
Contractor
Upon Discovery
or disturbance activities at the project site.
of
The City selected paleontologist shall be
Paleontological
present during earth removal or
Resources
disturbance activities related to rough
grading and other excavation for utilities.
Paleontological monitoring shall include
inspection of exposed rock units during
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active excavations within sensitive
geologic sediments. If any earth removal
or disturbance activities result in the
discovery of paleontological resources, the
Project proponent's contractors shall
cease all earth removal or disturbance
activities in the vicinity and immediately
notify the City selected paleontologist
who shall immediately notify the
Community Development Director. The
City selected paleontologist shall evaluate
all potential paleontological findings in
accordance with the Paleontological
Resource Monitoring and Mitigation
Program Monitoring, standard practice,
the requirements of the City of Newport
Beach Historic Resources Element, and
other applicable regulations. Upon
completion of the fieldwork, the City
selected paleontologist shall prepare a
Final Monitoring and Mitigation Report
to be filed with the City and the repository
to include, but not be limited to, a
discussion of the results of the mitigation
and monitoring program, an evaluation
and analysis of the fossils collected
(including an assessment of their
significance, age, geologic context), an
itemized inventory of fossils collected, a
confidential appendix of locality and
specimen data with locality maps and
photographs, and an appendix of curation
agreements and other appropriate
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1h
AL
Initials
Date
Remarks
communications.
TRAFFIC/CIRCULATION
TRA-1
Prior to Issuance of any grading and/or
Applicant/
Prior to
Community
Prior to Issuance
demolition permits, whichever occurs
Contractor
Issuance of
Development
of Grading/
first, a Construction Management Plan
Grading/
Department;
Demolition
shall be submitted for review and
Demolition
City Traffic
Permits; During
approval by the Community Development
Permits
Engineer
Construction
Department/City Traffic Engineer. The
Construction Management Plan shall, at a
minimum, address the following:
• Traffic control for any street
closure, detour, or other
disruption to traffic circulation.
• Identify the routes that
construction vehicles will utilize
for the delivery of construction
materials (i.e., lumber, tiles,
piping, windows, etc.), to access
the site, traffic controls and
detours, and proposed
construction phasing plan for
the project.
• Specify the hours during which
transport activities can occur and
methods to mitigate
construction -related impacts to
adjacent streets.
• Require the Applicant to keep all
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haul routes clean and free of
debris, including but not limited
to gravel and dirt as a result of
its operations. The Applicant
shall clean adjacent streets, as
directed by the City Engineer (or
representative of the City
Engineer), of any material which
may have been spilled, tracked,
or blown onto adjacent streets or
areas.
• Hauling or transport of oversize
loads shall be allowed between
the hours of 9:00 AM and 3:00
PM only, Monday through
Friday, unless approved
otherwise by the City Engineer.
No hauling or transport will be
allowed during nighttime hours,
weekends, or Federal holidays.
• Use of local streets shall be
prohibited.
• Haul trucks entering or exiting
public streets shall at all times
yield to public traffic.
• If hauling operations cause any
damage to existing pavement,
streets, curbs, and/or gutters
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along the haul route, the
applicant shall be fully
responsible for repairs. The
repairs shall be completed to the
satisfaction of the City Engineer.
• All constructed -related parking
and staging of vehicles shall be
kept out of the adjacent public
roadways and shall occur on -site
or in public parking lots.
This Plan shall meet standards established
in the current California Manual on
Uniform Traffic Control Device
(MUTCD) as well as City of Newport
Beach requirements.
TRA-2
Prior to issuance of Certificates of
Applicant/
Prior to
Community
Prior to Issuance
Occupancy, the applicant shall submit a
Contractor
Issuance of
Development
of Certificates of
Parking Management Plan for review and
Certificates of
Department
Occupancy
approval by the Community Development
Occupancy
Department. The Parking Management
Plan shall, at a minimum, include the
following and be implemented at all times:
• Restrict all on -site parking spaces
to either a time limit or a valet
parking arrangement.
• Restrict access to on -site parking
areas (with the exception of
visitor parking by the hotel
Final 0 August 2014 3-10 Mitigation Monitoring and Reporting Program
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lobby) to either valet staff, or
guests and visitors only through
a manned gate, a gate with
intercom access, or a gate that
reads the room keys.
• Restrict parking for in -demand
parking spaces by time limits.
The time limit should apply
from 6:00 AM to 6:00 PM
Monday through Friday.
• Post signs at locations where
motorists can be redirected
from curb parking or desirable
parking areas to convenient off-
street lots and structures.
• Encourage on -site employee
parking by providing free
parking on -site or providing
incentives for using alternative
modes of transportation, such
as providing free or discounted
bus passes; an employee bike
rack, entering employees who
take the bus, carpool, walk, or
ride a bicycle in a monthly
raffle; providing a monthly
stipend for bicycle commuting;
providing carpool parking
spaces, or other incentives.
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AIR QUALITY
AQ-1
Prior to issuance of any Grading Permit,
Applicant/
Prior to
Community
Prior to
the Community Development
Contractor
Finalization of
Development
Finalization of
Department shall confirm that the
Grading Plans,
Department
Grading Plans,
Grading Plan, Building Plans, and
Building Plans,
Building Plans,
specifications stipulate that, in compliance
and
and
with SCAQMD Rule 403, excessive
Specifications;
Specifications;
fugitive dust emissions shall be controlled
During
During
by regular watering or other dust
Construction
Construction
prevention measures, as specified in the
SCAQMD's Rules and Regulations. In
addition, SCAQMD Rule 402 requires
implementation of dust suppression
techniques to prevent fugitive dust from
creating a nuisance off -site.
Implementation of the following
measures would reduce short-term
fugitive dust impacts on nearby sensitive
receptors:
• All active portions of the
construction site shall be
watered at least twice daily to
prevent excessive amounts of
dust;
• Pave or apply water every three
hours during daily construction
activities or apply non -toxic soil
stabilizers on all unpaved access
roads, parking areas, and staging
areas. More frequent watering
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shall occur if dust is observed
migrating from the site during
site disturbance
• Any on -site stockpiles of debris,
dirt, or other dusty material shall
be enclosed, covered, or watered
twice daily, or non -toxic soil
binders shall be applied;
• All grading and excavation
operations shall be suspended
when wind speeds exceed 25
miles per hour;
• Disturbed areas shall be replaced
with ground cover or paved
immediately after construction is
completed in the affected area;
• Track -out devices such as gravel
bed track -out aprons (3 inches
deep, 25 feet long, 12 feet wide
per lane and edged by rock berm
or row of stakes) shall be
installed to reduce mud/dirt
trackout from unpaved truck
exit routes. Alternatively a
wheel washer shall be used at
truck exit routes;
• On -site vehicle seed shall be
Final 0 August 2014 3-13 Mitigation Monitoring and Reporting Program
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limited to 15 miles per hour;
• All material transported off -site
shall be either sufficiently
watered or securely covered to
prevent excessive amounts of
dust prior to departing the job
site; and
• Trucks associated with soil -
hauling activities shall avoid
residential streets and utilize
City -designated truck routes to
the extent feasible.
AQ-2
All trucks that are to haul excavated or
Applicant and
Prior to
Community
Prior to Issuance
graded material on -site shall comply with
Contractor
Issuance of a
Development
of a Grading
State Vehicle Code Section 23114 (Spilling
Grading Permit,
Department
Permit; During
Loads on Highways), with special
During
Construction
attention to Sections 23114(b)(F) and
Construction
(e)(4) as amended, regarding the
prevention of such material spilling onto
public streets and roads. Prior to the
issuance of grading permits, the Applicant
shall coordinate with the Community
Development Department on hauling
activities compliance.
NOISE
N-1
Prior to issuance of any Grading Permit
Applicant/
Prior to
Community
Prior to Issuance
or Building Permit for new construction,
Contractor
Issuance of
Development
of Grading or
the Community Development
Grading or
Department
Building Permit
Department shall confirm that the
Building Permit
Grading Plan, Building Plans, and
Final 9 August 2014 3-14 Mitigation Monitoring and Reporting Program
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specifications stipulate that:
• All construction equipment,
fixed or mobile, shall be
equipped with properly
operating and maintained
mufflers and other State required
noise attenuation devices.
• The Applicant shall provide a
qualified "Noise Disturbance
Coordinator." The Disturbance
Coordinator shall be responsible
for responding to any local
complaints about construction
noise. When a complaint is
received, the Disturbance
Coordinator shall notify the City
within 24-hours of the complaint
and determine the cause of the
noise complaint (e.g., starting
too early, bad muffler, etc.) and
shall implement reasonable
measures to resolve the
complaint, as deemed acceptable
by the City Development
Services Department. The
contact name and the telephone
number for the Disturbance
Coordinator shall be clearly
posted on -site.
Final 0 August 2014 3-15 Mitigation Monitoring and Reporting Program
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• When feasible, construction haul
routes shall be designed to avoid
noise sensitive uses (e.g.,
residences, convalescent homes,
etc.).
• During construction, stationary
construction equipment shall be
placed such that emitted noise is
directed away from sensitive
noise receivers.
• Construction activities that
produce noise shall not take
place outside of the allowable
hours specified by the City's
Munic pal Code Section 10.28.040
(7:00 a.m. and 6:30 p.m. on
weekdays, 8:00 a.m. and 6:00
p.m. on Saturdays; construction
is prohibited on Sundays and/or
federal holidays).
GEOLOGY AND SOILS
GEO-1
All grading operations and construction
Contractor
Prior to
City Building
Prior to
shall be conducted in conformance with
Commencement
Official or
Commencement
the recommendations included in the
of Grading
Designee
of Grading
geotechnical report for the proposed
Activities
Activities/
project site prepared by GMU
During
Geotechnical, Inc., titled Dort of
Construction
Geotechnical Investigation, Lido House Hotel —
Cidy Hall Site Reuse Pr ject, 3300 Neavport
Boulevard, City of Newport Beach, California
Final 9 August 2014 3-16 Mitigation Monitoring and Reporting Program
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(December 4, 2013) (included in
Appendix 11.6 of this EIR and
incorporated by reference into this
mitigation measure). Design, grading, and
construction shall be performed in
accordance with the requirements of the
City of Newport Beach Building Code
and the California Building Code
applicable at the time of grading,
appropriate local grading regulations, and
the recommendations of the project
geotechnical consultant as summarized in
a final written report, subject to review by
the City of Newport Beach Building
Official or designee prior to
commencement of grading activities.
Recommendations in the Dort of
Geotechnical Investigation, Lido House Hotel —
City Hall Site Reuse Priect, 3300 Newport
port Beach, California
Boulevard, City of New
are summarized below.
Site Preparation and Grading
The project site shall be precise graded in
accordance with the City of Newport
Beach grading code requirements (and all
other applicable codes and ordinances)
and the following recommendations. The
geotechnical aspects of future grading
plans and improvement plans shall be
reviewed by a Geotechnical Engineer
Final 9 August 2014 3-17 Mitigation Monitoring and Reporting Program
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prior to grading and construction.
Particular care shall be taken to confirm
that all project plans conform to the
recommendations provided in this report.
All planned and corrective grading shall
be monitored by a Geotechnical Engineer
to verify general compliance with the
following recommendations.
• Demolition and Clearinr. Prior to
the start of the planned
improvements, all materials
associated with the existing
buildings to be removed,
including footings, floor slabs,
and underground utilities, shall
be demolished and hauled from
the site. The existing asphalt
pavement sections, which are
inadequate and severely
damaged, shall also be
demolished. The old asphalt and
base materials generated from
the removal of the existing
pavement sections shall be either
recycled or collected and hauled
off -site.
All significant organic and other
decomposable debris shall be
removed if on -site dredge fill
materials are used as new
compacted fill. Any oversize
Final 0 August 2014 3-18 Mitigation Monitoring and Reporting Program
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rock materials generated during
grading shall be collected and
hauled off -site. Cavities and
excavations created upon
removal of subsurface
obstructions, such as existing
buried utilities, shall be cleared
of loose soil, shaped to provide
access for backfilling and
compaction equipment, and
then backfilled with properly
compacted fill.
If unusual or adverse soil
conditions or buried structures
are encountered during grading
that are not described within the
Report of Geotechnical Investigation,
Lido House Hotel —City Hall Site
Reuse Project, 3300 Newport
Boulevard, City of Newport Beach,
California, these conditions shall
be brought to the immediate
attention of the project
geotechnical consultant for
corrective recommendations.
• Corrective Grading — Building.
Existing dredge fill materials
shall be overexcavated to a depth
of at least four feet below the
existing grades and these
excavated materials shall be
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replaced as properly compacted
fill placed at a minimum relative
compaction of at least 92
percent as determined by
American Society for Testing
and Materials (ASTM) Test
Method D 1557 and at 2 percent
above optimum moisture
content.
• Corrective Grading — Exterior
Parking. Driveway, and Hardscabe
Areas. In order to provide
adequate support of proposed
exterior improvements such as
parking lots and driveways, and
hardscape features such as
patios, walkways, stairways and
planter walls, the existing ground
surfaces in these areas shall be
overexcavated to a depth of at
least two feet below the existing
grades and shallow foundations.
These excavated materials can
then be replaced as properly
compacted fill at a minimum
relative compaction of at least 92
percent as determined by ASTM
Test Method D 1557 at 2
percent above optimum
moisture content.
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Temporary slope Stability
During site grading, temporary laid back
slopes up to approximately 4 to 5 feet in
height are expected to be created during
the construction of proposed low
retaining walls. Temporary slopes to a
maximum height of 4 feet may be cut
vertically without shoring subject to
verification of safety by the contractor.
Deeper excavations shall be braced,
shored or, for those portions of the
sidewalls above a height of 4 feet, sloped
back no steeper than 1:1 (horizontal to
vertical). In addition, no surcharge loads
shall be allowed within 10 feet from the
top of the temporary slopes. All work
associated with temporary slopes shall
meet the minimal requirements as set
forth by the California Division of
Occupational Safety and Health
(CAL/OSHA).
Post Grading and Ground Improvement
• Utility Trenches.
- Utility Trench Excavations. Soils
above the groundwater level
shall be laid back at a
maximum slope ratio of 1.5:1,
horizontal to vertical. In
addition, surcharge loads shall
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not be allowed within 10 feet
of the top of the excavations.
For deeper trenches,
groundwater will be
encountered and the
contractor shall develop an
approach for dewatering,
shoring, and addressing
shallow groundwater
conditions. Sumping and
pumping of free water from
open excavations is not
expected to result in dry and
stable trench conditions due
to the close proximity of the
adjacent bay; therefore, a
dewatering system shall be
designed, installed, and
operated by an experienced
company specializing in
groundwater dewatering
systems.
The dewatering system shall
be capable of lowering the
groundwater surface to a
depth of 5 feet below the
bottom of the trenches.
Before implementing a
dewatering system, a
dewatering test program shall
be conducted to evaluate the
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feasibility and efficiency of the
proposed dewatering system.
Dewatering shall be
performed and confirmed by
potholing or other means
prior to trench excavation.
Dewatering operations shall
also comply with all NPDES
regulations.
Temporary shoring shall be
required below the water table
where saturated soils are
encountered or where vertical
trench sidewalls are desired.
Shoring shall consist of metal,
plywood, and/or timber
sheeting supported by braces
or shields. Lateral pressures
considered applicable for the
shoring design will depend on
the type of shoring system
selected by the contractor and
whether the site is dewatered.
Specific design values shall be
calculated once the type of
shoring is determined.
The contractor shall retain a
qualified and experienced
registered engineer to design
any shoring systems in
accordance with CAL/OSHA
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criteria. The shoring engineer
shall evaluate the adequacy of
the shoring design parameters
provided in the Report of
Geotecbnical Investigation, Lido
House Hotel —City Hall Site
Reuse Project, 3300 Newport
Boulevard, City of Newport Beach,
California and make
appropriate modifications as
necessary. The design shall
consider local groundwater
levels and that groundwater
levels may change over time
as a result of tidal influences.
Utility Trench Subgrade
Stabili.Zation. Prior to pipeline
bedding placement, the trench
subgrades shall be firm and
unyielding. If unsuitable
subgrade soils are
encountered, the contractor
shall consult with the project
Geotechnical Engineer to
provide subgrade stabilization.
Stabilization may generally
consist of the placement of
crushed rock or processed
miscellaneous base. Crushed
rock, if used, shall be encased
in filter fabric. Specific
recommendations would be
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dependent on actual
conditions encountered.
- Utility Trench Backfill. Backfill
compaction of utility trenches
shall be such that no
significant settlement would
occur. Backfill for all
trenches shall be compacted
to at least 92 percent relative
compaction subject to
sufficient observation and
testing. Flooding in the
trench zone is not
recommended. If native
material with a sand
equivalent less than 30 is used
for backfill, it shall be placed
at near -optimum moisture
content and mechanically
compacted. Jetting or
flooding of granular material
shall not be used to
consolidate backfill in
trenches adjacent to any
foundation elements.
Where trenches closely
parallel a footing (i.e., for
retaining walls) and the trench
bottom is located within a 1
horizontal to 1 vertical plane
projected downward and
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outward from any structure
footing, a minimum P/2-sack
concrete slurry backfill shall
be utilized to backfill the
portion of the trench below
this plane. The use of
concrete slurry is not required
for backfill where a narrow
trench crosses a footing at
about right angles.
• Suraace UrainW. Surface drainage
shall be carefully controlled to
prevent runoff over graded
sloping surfaces and ponding of
water on flat pad areas. All
drainage at the site shall be in
minimum conformance with the
applicable City of Newport
Beach codes and standards.
Foundation Design
The following preliminary foundation
design recommendations are provided
based on anticipated conditions at the
completion of anticipated grading;
however, these recommendations are
based on conceptual plans that may be
revised during the plan check process.
Ultimate construction and grading within
the project site shall be in accordance with
all applicable provisions of the grading
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and building codes of the City of
Newport Beach, the applicable CBC, and
all of the recommendations of the project
civil and geotechnical consultants
involved in the final site development.
• Geoteebmeal Design Parameters for
Mat Foundations. To minimize
the adverse effects of
earthquake -induced settlements
and provide repairable
foundation systems after the
design earthquake, structural
mat slab(s) are recommended to
support the proposed structures.
- Corrective Grading. Existing fill
and alluvial soils shall be
excavated beneath the entire
footprint of the structures to a
minimum depth of at least 4
feet below the planned mat
foundation. Removals shall
extend laterally to at least 5
feet from the base of the
outside of the mat foundation.
Artificial fill/alluvium derived
from the excavated soils shall
be compacted to a minimum
of 92% relative compaction
per ASTM 1557.
- Design Parameters. An
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allowable net static bearing
capacity of 2,000 pounds per
square foot may be used for
design of the mat
foundation(s). A lateral
sliding coefficient of 0.35 is
recommended. The mat
thickness and amount of
reinforcement shall be
determined by a Registered
(Structural) Engineer in the
State of California.
• Moisture Vapor Barriers. Due to
the existing shallow
groundwater table, a vapor
barrier equivalent to Stego 15
shall be utilized and installed in
accordance with the Report of
Geotechnical Investigation, Ijdo
House Hotel —City Hall Site Reuse
Pr ject, 3300 Nenport Boulevard,
City ofNenportBeach, California.
• Wlater Vapor Transmission. The
moisture vapor barrier is
intended only to reduce
moisture vapor transmissions
from the soil beneath the
concrete and is consistent with
the current standard of the
industry for construction in
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southern California. It is not
intended to provide a
"waterproof' or "vapor proof'
barrier or reduce vapor
transmission from sources
above the barrier. Sources
above the barrier include any
sand placed on top of the barrier
(i.e., to be determined by the
project structural designer) and
from the concrete itself (i.e.,
vapor emitted during the curing
process).
• Floor Coverings. Prior to the
placement of flooring, the floor
slabs shall be properly cured and
tested to verify that the water
vapor transmission rate (WVTR)
is compatible with the flooring
requirements.
• Concrete. Minimum Type II/V
cement along with a maximum
water/cement ratio of 0.50 and
a minimum compressive
strength of 4,000 psi shall be
used for all structural
foundations in contact with the
on -site soils. In addition, wet
curing of the concrete as
described in American Concrete
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Institute (ACl) Publication 308
shall be considered. All
applicable codes, ordinances,
regulations, and guidelines shall
be followed in regard to
designing a durable concrete
with respect to the potential for
detrimental exposure from the
on -site soils and/or changes in
the environment.
• Site Wall and Retaining Wall Design
Criteria.
- Retaining Wall Design
Parameters. Retaining walls
shall be designed in
accordance with the
calculations provided in the
Report of Geotechnical
Investigation, Lido House Hotel —
City Hall Site Reuse Project, 3300
port Boulevard, City of
New
New
port Beach, California.
- Screen Walls. For standard
screen walls on flat ground,
footings shall be a minimum
of 24 inches deep below the
lowest outside adjacent grade.
Wall foundations shall be
reinforced with two #4 bars
top and bottom, and joints in
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the wall shall be placed at
regular intervals on the order
of 10 to 20 feet. The wall
foundation shall be underlain
by at least a 2-foot-thick
section of engineered fill.
• Pole Foundations. Pole
foundations shall be at least 18
inches in diameter and at least 3
feet deep; however, the actual
dimensions shall be determined
by the project structural
engineer based on the design
parameters provided in the
Report of Geotechnical Investigation,
Lido House Hotel —City Hall Site
Reuse Project, 3300 Nenport
Boulevard, City of Newport Beach,
California.
• Swimming Pool and Shia
Recommendations.
- Allowable Bearing and Lateral
Earth Pressures. The pool and
spa shells may be designed
using an allowable bearing
value of 1,500 pounds per
square foot. Due to the low
expansive nature of the on -
site soils, pool and spa walls
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shall be designed assuming
that an earth pressure
equivalent to a fluid having a
density of 75 pounds per
cubic foot is acting on the
outer surface of the pool
walls. Pool and spa walls shall
also be designed to resist
lateral surcharge pressures
imposed by any adjacent
footings or structures in
addition to the above lateral
earth pressure.
- Settlement. It is anticipated that
the swimming pool would be
underlain by engineered fill.
The swimming pool shall be
supported by a minimum of 2
feet of engineered fill. The
project structural engineer
shall consider resisting
buoyancy forces due to the
potential groundwater table
oscillations, which may occur
during the life time of the
pool.
- Temporary Access Ramps. All
backftll placed within
temporary access ramps
extending into the pool and
spa excavations shall be
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properly compacted and
tested in order to mitigate
excessive settlement of the
backfill and subsequent
damage to concrete decking
or other structures placed on
the backfill.
- Pool and Spa Bottoms. If
unsuitable soils are
encountered, the bottom of
the pool or spa excavation
may need to be overexcavated
and replaced to pool subgrade
with compacted fill. As an
alternative, the reinforcing
steel in the area of a transition
area may be increased to
account for the differences in
engineering properties and the
potential differential behavior.
- Plumping. All plumbing and
spa fixtures shall be absolutely
leak -free. Drainage from deck
areas shall be directed to local
area drains and/or graded
earth swales designed to carry
runoff water to the adjacent
street. Heavy-duty pipes and
flexible couplings shall be
used for the pool plumbing
system to minimize leaking
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which may produce additional
pressures on the pool shell. A
pressure valve in the pool
bottom shall be installed to
mitigate potential buildup of
pressure.
- Cement Types. For moderately
corrosive soils, cement shall
be Type II/V and concrete
shall have a minimum water
to cement ratio of 0.50.
• Pool and Spa Decking.
- Thickness and Joint Spacing.
Concrete pool and spa
decking shall be at least 5
inches thick and provided
with construction joints or
expansion joints every 6 feet
or less. All open construction
joints in pool and spa decking
shall be sealed with an
approved waterproof, flexible
joint sealer. Pool and spa
decking shall be underlain by
a layer of crushed rock, gravel,
or clean sand having a
minimum thickness of 5
inches.
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- Keinforcement. Concrete pool
and spa decking shall be
reinforced with No. 4 bars
spaced 18 inches on centers,
both ways. The
reinforcement shall be
positioned near the middle of
the slabs by means of
concrete chairs or brick.
Reinforcing bars shall be
provided across all joints to
mitigate differential vertical
movement of the slab
sections. Structurally tying
the decking to the pool wall is
highly recommended and
would require structural
reinforcement of the decking
and consideration for
additional loading on the pool
wall. If doweling is not
performed, differential
movement shall be
anticipated.
- Subgrade Preparation. Subgrade
soils below concrete decking
shall be compacted to a
minimum relative compaction
of 92% and then thoroughly
watered to achieve a moisture
content that is at least 2%
over optimum. This moisture
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content shall extend to a
depth of approximately 12
inches into the subgrade soils
and be maintained in the
subgrade during concrete
placement to promote
uniform curing of the
concrete. Moisture
conditioning shall be achieved
with sprinklers or a light spray
applied to the subgrade over a
period of several days just
prior to pouring concrete.
Soil density and presoaking
shall be observed, tested, and
accepted by a Geotechnical
Engineer prior to pouring the
concrete.
• Concrete Flatwork Design.
- Thickness and Joint Spadng.
Concrete walkways and patios
shall be at least 4 inches thick
and provided with
construction joints or
expansion joints every 5 feet
or less. Concrete walkways
and patios shall be underlain
by a 4-inch-thick layer of
Class 2 crushed aggregate base
(CAB), crushed miscellaneous
base (CMB), or clean sand
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having a sand equivalent of at
least 30, which shall then be
placed on top of the soil
subgrade, moisture
conditioned to at least 2%
over optimum moisture, and
compacted to at least 90%
relative compaction.
- Reinforcement. Concrete
walkways and patios shall be
reinforced with No. 3 bars
spaced 18 inches on centers,
both ways. The
reinforcement shall be
positioned near the middle of
the slabs by means of
concrete chairs or brick.
Reinforcing bars shall be
provided across all joints to
mitigate differential vertical
movement of the slab
sections. Walkways and
patios shall also be dowelled
into adjacent curbs using 9-
inch speed dowels with No. 3
bars or '/a -inch steel or
fiberglass bars at 18 inches on
centers. If doweling is not
performed, differential
movement shall be
anticipated.
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- Subgrade Preparation. The
subgrade soils below concrete
walkways and patios shall be
compacted to a minimum
relative compaction of 92%
and then thoroughly watered
to achieve a moisture content
that is at least 2% over
optimum. This moisture
content shall extend to a
depth of approximately 12
inches into the subgrade soils
and be maintained in the
subgrade during concrete
placement to promote
uniform curing of the
concrete. Moisture
conditioning shall be achieved
with sprinklers or a light spray
applied to the subgrade over a
period of several days just
prior to pouring concrete.
Soil density and presoaking
shall be observed, tested, and
accepted by a Geotechnical
Engineer prior to pouring the
concrete.
• Pavement DMen Considerations.
- As
pbalt Pavement Design. Based
on an anticipated R-value of
40, which shall be obtained
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after precise grading of
pavement subgrade areas, the
following pavement
thicknesses shall be
anticipated:
Asphalt pavement structural
sections shall consist of CMB
or CAB and asphalt concrete
materials (AC) of a type
meeting the minimum City of
Newport Beach requirements.
The subgrade soils shall be
moisture conditioned to a
minimum 2% above the
optimum moisture content to
a depth of at least 6 inches,
and compacted to at least 92%
relative compaction (per
ASTM 1557). The CMB or
CAB and AC should be
compacted to at least 95%
relative compaction (per
ASTM 1557).
- Concrete Pavement Design.
Driveways and appurtenant
Asphalt
Aggrega
Location
R-
Value
Traffic
Index
Concrete
to Base
inches
inches
Car
Pazking
40
4.0
3.0
4.0
Stalls
Drive
Aisles
40
5.5
4.0
6.0
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concrete paving, such as trash
receptacle bays, would require
Portland cement concrete
(PCC) pavement. Assuming a
Traffic Index (TI) of 6 to 7, a
design section of 8 inches of
PCC over 6 inches aggregate
base (AB) shall be adequate.
The AB shall be Class 2
compacted to a minimum of
95% relative compaction as
per ASTM D 1557.
- Full Depth Reclamation (FDR)
Alternative Pavement for Parking
Areas. For re -grading of
parking areas it is
recommended that the most
efficient pavement
rehabilitation alternative to
replacement with a
conventional asphalt over
base pavement section would
be to utilize what is called
"full depth reclamation"
(FDR) utilizing a 12-inch-
thick section of site reclaimed
on -site AC and AB mixed
with 6% cement to provide
the new base for a new 4-
inch-thick AC layer to be
paved on top.
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- Permeable Interlocking Concrete
Pavement (PICP). The
structural base thickness for
permeable interlocking
concrete pavers in designated
parking areas shall be
designed by the project civil
engineer in order to meet
storage requirements. This
minimum section assumes a
TI of up to 6.3 (assumes a TI
of 5.5 for the mixed use of the
drive areas in this portion of
the site) and calls for a 31/8
inch (80 mm) concrete paver,
over compacted layers of 2
inches of bedding course sand
(ASTM No. 8 aggregate), over
4 inches of ASTM No. 57
stone as open -graded base,
over 6 inches of ASTM No. 2
stone as open -graded sub
base, over a Class 1 geotextile
fabric (highest strength) per
AASHTO M-288. A Class 1
geotextile fabric (highest
strength) shall be placed both
vertically at the sides of all
PICP excavations and on top
of the compacted subgrade
soil below the stone sub -base
layer in order to protect the
bottom and sides of the open -
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graded base and sub -base.
This geotextile fabric must
meet AASHTO M-288 Class
1 geotextile strength property
and subsurface drainage
requirements (see attached
Table 3-3 and Table 3-4 from
Page 31 of the ICPI Design
Manual (2011) for AASHTO
M-288 requirements).
- Concrete Interlocking Vehicular
and Pedestrian Pavers. Portions
of the project site would
utilize 31/8-inch-thick (80 mm.)
vehicular concrete
interlocking pavers placed on
a section of at least 1-inch-
thick bedding sand. These
vehicular pavers are also
planned in order to provide
City of Newport Beach Fire
Department vehicle access
capable of supporting 72,000
pounds of imposed loading.
The on -site soil subgrade in
these site vehicular areas shall
be scarified to a depth of 6
inches, moisture conditioned
to at least 2% above the
optimum moisture content,
and compacted to at least
92% relative compaction. A
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geotextile fabric such as Mirafi
600X or equivalent shall be
placed on top of the
compacted subgrade across
the entire vehicular
interlocking paver area. Based
upon the on -site soils having
an estimated R-value of 40, a
12-inch-thick layer of Class 2
CAB, CMB, or equivalent
shall be moisture conditioned
to at least optimum moisture
and compacted to at least
95% relative compaction in
order to support the
interlocking pavers. Concrete
bands adjacent to the
vehicular interlocking pavers
shall consist of a design
section of 8 inches of PCC
over at least 6 inches of AB or
equivalent, moisture
conditioned to at least
optimum moisture, and
compacted to at least 95%
relative compaction.
In certain designated site
pedestrian areas, 2%-inch-
thick (60 mm.) concrete
interlocking pavers placed on
a section of at least 1-inch-
thick bedding sand are
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planned. Prior to the
installation of the pavers and
bedding sand in these
pedestrian areas, the on -site
soil subgrade shall be scarified
to a depth of 6 inches,
moisture conditioned to at
least 2% above the optimum
moisture content, and
compacted to at least 92%
relative compaction. A 4-
inch-thick layer of Class 2
CAB, CMB, or equivalent
shall then be placed on top of
the soil subgrade, moisture
conditioned to at least
optimum moisture, and
compacted to at least 95%
relative compaction in order
to support the interlocking
pavers in these pedestrian
areas.
Geotechnical Observation and Testing
Additional site testing and final design
evaluation shall be conducted by the
project geotechnical consultant to refine
and enhance the recommendations
contained in Report of Geotechnical
Investigation, Lido House Hotel —City Hall
Site Reuse Prelect, 3300 Newport Boulevard,
City qf Neuport Beach, Cali ornia during the
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Date
Remarks
following stages of construction and
precise grading:
• During site clearing and
grubbing.
• During all site grading and fill
placement.
• During removal of any buried
lines or other subsurface
structures.
• During all phases of excavation.
• During shoring installation.
• During installation of foundation
and floor slab elements.
• During all phases of corrective,
ground improvement, and
precise grading including
removals, scarification, ground
improvement and preparation,
moisture conditioning,
proofrolling, overexcavation,
FDR treatment, and placement
and compaction of all fill
materials.
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• During backfill of structure walls
and underground utilities.
• During pavement and hardscape
section placement and
compaction.
• When any unusual conditions are
encountered.
Grading plan review shall also be
conducted by the project geotechnical
consultant and the Director of the City of
Newport Beach Building Department or
designee prior to the start of grading to
verify that the recommendations
developed during the geotechnical design
evaluation have been appropriately
incorporated into the project plans.
Design, grading, and construction shall be
conducted in accordance with the
specifications of the project geotechnical
consultant as summarized in a final report
based on the CBC applicable at the time
of grading and building and the City of
Newport Beach Building Code. On -site
inspection during grading shall be
conducted by the project geotechnical
consultant and the City Building Official
to ensure compliance with geotechnical
specifications as incorporated into project
Tans.
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GEO-2
Prior to issuance of a building permit, the
City Building
Prior to
City Building
Prior to Issuance
City of Newport Beach Building Official
Official
Issuance of a
Official or
of a Building
or designee shall verify that the City has
Building Permit
Designee
Permit
retained the services of a licensed
corrosion engineer to provide detailed
corrosion protection measures. Where
steel may come in contact with on -site
soils, project construction shall include
the use of steel that is protected against
corrosion. Corrosion protection may
include, but is not limited to, sacrificial
metal, the use of protective coatings,
and/or cathodic protection. Additional
site testing and final design evaluation
regarding the possible presence of
significant volumes of corrosive soils on
site shall be performed by the project
geotechnical consultant to refine and
enhance these recommendations. On -site
inspection during grading shall be
conducted by the project geotechnical
consultant and City Building Official to
ensure compliance with geotechnical
specifications as incorporated into project
plans.
HAZARDS AND HAZARDOUS MATERIALS
HAZ-1
Prior to demolition activities, an asbestos
Applicant
Prior to
Prior to
survey shall be conducted by an Asbestos
Demolition
Community
Demolition
Hazard Emergency Response Act
Activities
Development
Activities
(AHERA) and California Division of
Department
Occupational Safety and Health
(Cal/OSHA) certified building inspector
to determine the presence or absence of
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Remarks
asbestos containing -materials (ACMs). If
ACMs are located, abatement of asbestos
shall be completed prior to any activities
that would disturb ACMs or create an
airborne asbestos hazard. Asbestos
removal shall be performed by a State
certified asbestos containment contractor
in accordance with the South Coast Air
Quality Management District (SCAQMD)
Rule 1403.
HAZ-2
If paint is separated from building
Applicant
During
Community
During
materials (chemically or physically) during
Demolition
Development
Demolition
demolition of the structures, the paint
Activities
Department
Activities
waste shall be evaluated independently
from the building material by a qualified
Environmental Professional. If lead -
based paint is found, abatement shall be
completed by a qualified Lead Specialist
prior to any activities that would create
lead dust or fume hazard. Lead -based
paint removal and disposal shall be
performed in accordance with California
Code of Regulation Title 8, Section
1532.1, which specifies exposure limits,
exposure monitoring and respiratory
protection, and mandates good worker
practices by workers exposed to lead.
Contractors performing lead -based paint
removal shall provide evidence of
abatement activities to the City Engineer.
HAZ-3
Any transformers to be removed or
Contractor
Prior to Utility
Contractor/
Prior to Utility
relocated during grading/construction
Relocation
Southern
Relocation
activities shall be evaluated under the
Activities
California
Activities
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Remarks
purview of the local utility purveyor
Edison
(Southern California Edison) in order to
confirm or deny the presence of PCBs.
In the event that PCBs are identified, the
local utility purveyor shall identify proper
handling procedures regarding potential
PCBs.
HAZ-4
The Contractor shall verify that all
Contractor
During
Community
During
imported soils, and on -site soils proposed
Construction
Development
Construction
for fill, are not contaminated with
Department
hazardous materials above regulatory
thresholds in consultation with a Phase
II/Site Characterization Specialist. If soils
are determined to be contaminated above
regulatory thresholds, these soils shall not
be used as fill material within the
boundaries of the project site, unless
otherwise specified by a regulatory agency
that has jurisdiction to oversee hazardous
substance cleanup (e.g., Department of
Toxic Substances Control, Regional Water
Quality Control Board, Orange County
Health Care Agency, etc.).
HAZ-5
If unknown wastes or suspect materials
Contractor
During
Community
During
are discovered during construction by the
Construction
Development
Construction
contractor that are believed to involve
Department
hazardous waste or materials, the
contractor shall comply with the
following:
• Immediately cease work in the
vicinity of the suspected
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contaminant, and remove
workers and the public from the
area;
• Notify the Building Official of
the City of Newport Beach;
• Secure the area as directed by the
Building Official; and
• Notify the Orange County
Health Care Agency's Hazardous
Materials Division's Hazardous
Waste/Materials Coordinator (or
other appropriate agency
specified by the City Engineer).
The Hazardous Waste/Materials
Coordinator shall advise the
responsible party of further
actions that shall be taken, if
required.
HYDROLOGY AND WATER QUALITY
HWQ-1
Prior to Grading Permit issuance and as
Applicant
Prior to
Community
Prior to Issuance
part of the project's compliance with the
Issuance of
Development
of Grading
NPDES requirements, a Notice of Intent
Grading Permit
Department
Permit
(NOI) shall be prepared and submitted to
the State Water Resources Quality
Control Board (SWRCB), providing
notification and intent to comply with the
State of California General Permit.
HWQ-2
The proposed project shall conform to
Applicant
During
Community
During
the requirements of an approved Storm
Construction
Development
Construction
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Water Pollution Prevention Plan
Department
(SWPPP) (to be applied for during the
Grading Plan process) and the NPDES
Permit for General Construction
Activities No. CAS000002, Order No,
2009-0009-DWQ, including
implementation of all recommended Best
Management Practices (BMPs), as
approved by the State Water Resources
Quality Control Board SWRCB .
HWQ-3
Upon completion of project construction,
Applicant
Prior to
Community
Prior to Issuance
the project applicant shall submit a Notice
Issuance of a
Development
of a Building
of Termination (NOT) to the State Water
Building Permit
Department
Permit
Resources Quality Control Board
(SWRCB) to indicate that construction is
completed.
HWQ-4
Prior to issuance of a grading permit, the
Applicant
Prior to
Building
Prior to Issuance
project applicant shall submit a Final
Issuance of a
Official or
of a Grading
Water Quality Management Plan for
Grading Permit
designee
Permit
approval by the City Building Official that
complies with the requirements of the
latest Orange County Public Works
Drainage Area Management Plan.
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Final 9 August 2014 3-52 Mitigation Monitoring and Reporting Program
4.0 Errata
City of Newport Beach
Lido House Hotel
Environmental Impact Report
4.0 ERRATA
Changes to the Draft Environmental Impact Report (Draft EIR) are noted below. A double -
underline indicates additions to the text; strikeout indicates deletions to the text. Changes have been
analyzed and responded to in Section 2.0, Wonse to Comments of the Final EIR. The changes to the
Draft EIR do not affect the overall conclusions of the environmental document. Changes are listed
by page and, where appropriate, by paragraph.
These errata address the technical comments on the Draft EIR, which circulated from April 29,
2014 through June 13, 2014. These clarifications and modifications are not considered to result in
any new or substantially greater significant impacts as compared to those identified in the Draft EIR.
Any changes referenced to mitigation measures contained in the Draft EIR text also apply to Section
1_0, Executive Summary and Section 5.0, Environmental Analysis of the Draft EIR. All mitigation
measure modifications have been reflected in Section 4.0, Mitigation Monitoring and Uortinn Program
of the Final EIR.
AES-1 Prior to issuance of any grading and/or demolition permits, whichever occurs first, a
Construction Management Plan shall be submitted for review and approval by the
Director of Community Development—Serviees. The Construction Management Plan
shall, at a minimum, indicate the equipment and vehicle staging areas, stockpiling of
materials, fencing (i.e., temporary fencing with opaque material), and haul route(s).
Staging areas shall be sited and/or screened in order to minimize public views to the
maximum extent practicable. Construction haul routes shall minimize impacts to
sensitive uses in the City.
AES-3 All construction -related lighting shall be located and aimed away from adjacent
residential areas and consist of the minimal wattage necessary to provide safety and
security at the construction site. A Construction Safety Lighting Plan shall be approved
by the Director of Community Development prior to issuance of the
grading or building permit application.
CUL-1 An archaeologist and a Native American Monitor appointed by the City of Newport
Beach shall be present during earth removal or disturbance activities related to rough
grading and other excavation for utilities. If any earth removal or disturbance activities
result in the discovery of cultural resources, the Project proponent's contractors shall
cease all earth removal or disturbance activities in the vicinity and immediately notify the
City selected archaeologist and/or Native American Monitor, who shall immediately
notify the Director of Community Development Sevviees. The City selected
archaeologist shall evaluate all potential cultural findings in accordance with standard
practice, the requirements of the City of Newport Beach Cultural Resources Element,
and other applicable regulations. Consultation with the Native American Monitor, the
Native American Heritage Commission, and data/artifact recovery, if deemed
appropriate, shall be conducted.
Final • August 2014 4-1 Errata
City of Newport Beach
Lido House Hotel
Environmental Impact Report
TRA-1 Prior to Issuance of any grading and/or demolition permits, whichever occurs first, a
Construction Management Plan shall be submitted for review and approval by the
Community Development Director Department/City Traffic Engj The
Construction Management Plan shall, at a minimum, address the following:
• Traffic control for any street closure, detour, or other disruption to traffic
circulation.
• Identify the routes that construction vehicles will utilize for the delivery of
construction materials (i.e., lumber, tiles, piping, windows, etc.), to access the site,
traffic controls and detours, and proposed construction phasing plan for the
project.
• Specify the hours during which transport activities can occur and methods to
mitigate construction -related impacts to adjacent streets.
• Require the Applicant to keep all haul routes clean and free of debris, including
but not limited to gravel and dirt as a result of its operations. The Applicant
shall clean adjacent streets, as directed by the City Engineer (or representative of
the City Engineer), of any material which may have been spilled, tracked, or
blown onto adjacent streets or areas.
• Hauling or transport of oversize loads shall be allowed between the hours of 9:00
AM and 3:00 PM only, Monday through Friday, unless approved otherwise by
the City Engineer. No hauling or transport will be allowed during nighttime
hours, weekends, or Federal holidays.
• Use of local streets shall be prohibited.
• Haul trucks entering or exiting public streets shall at all times yield to public
traffic.
• If hauling operations cause any damage to existing pavement, streets, curbs,
and/or gutters along the haul route, the applicant shall be fully responsible for
repairs. The repairs shall be completed to the satisfaction of the City Engineer.
• All constructed -related parking and staging of vehicles shall be kept out of the
adjacent public roadways and shall occur on -site or in public parking lots.
This Plan shall meet standards established in the current California Manual on Uniform
Traffic Control Device (MUTCD) as well as City of Newport Beach requirements.
TRA-2 Prior to issuance of Certificates of Occupancy, the applicant shall submit a Parking
Management Plan for review and approval by the Community Development Dif-eeter
Department. The Parking Management Plan shall, at a minimum, include the following
and be implemented at all times:
Final • August 2014 4-2 Errata
City of Newport Beach
Lido House Hotel
Environmental Impact Report
• Restrict all on -site parking spaces to either a time limit or a valet parking
arrangement.
• Restrict access to on -site parking areas (with the exception of visitor parking by
the hotel lobby) to either valet staff, or guests and visitors only through a
manned gate, a gate with intercom access, or a gate that reads the room keys.
• Restrict parking for in -demand parking spaces by time limits. The time limit
should apply from 6:00 AM to 6:00 PM Monday through Friday.
• Post signs at locations where motorists can be redirected from curb parking or
desirable parking areas to convenient off-street lots and structures.
• Encourage on -site employee parking by providing free parking on -site or
providing incentives for using alternative modes of transportation, such as
providing free or discounted bus passes; an employee bike rack, entering
employees who take the bus, carpool, walk, or ride a bicycle in a monthly raffle;
providing a monthly stipend for bicycle commuting; providing carpool parking
spaces, or other incentives.
AQ-1 Prior to issuance of any Grading Permit, the
8f€eial Community Development Department shall confirm that the Grading Plan,
Building Plans, and specifications stipulate that, in compliance with SCAQMD Rule 403,
excessive fugitive dust emissions shall be controlled by regular watering or other dust
prevention measures, as specified in the SCAQMD's Rules and Regulations. In addition,
SCAQMD Rule 402 requires implementation of dust suppression techniques to prevent
fugitive dust from creating a nuisance off -site. Implementation of the following
measures would reduce short-term fugitive dust impacts on nearby sensitive receptors:
• All active portions of the construction site shall be watered at least twice daily to
prevent excessive amounts of dust;
• Pave or apply water every three hours during daily construction activities or
apply non -toxic soil stabilizers on all unpaved access roads, parking areas, and
staging areas. More frequent watering shall occur if dust is observed migrating
from the site during site disturbance
• Any on -site stockpiles of debris, dirt, or other dusty material shall be enclosed,
covered, or watered twice daily, or non -toxic soil binders shall be applied;
• All grading and excavation operations shall be suspended when wind speeds
exceed 25 miles per hour;
• Disturbed areas shall be replaced with ground cover or paved immediately after
construction is completed in the affected area;
Final • August 2014 4-3 Errata
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Lido House Hotel
Environmental Impact Report
• Track -out devices such as gravel bed track -out aprons (3 inches deep, 25 feet
long, 12 feet wide per lane and edged by rock berm or row of stakes) shall be
installed to reduce mud/dirt trackout from unpaved truck exit routes.
Alternatively a wheel washer shall be used at truck exit routes;
• On -site vehicle speed shall be limited to 15 miles per hour;
• All material transported off -site shall be either sufficiently watered or securely
covered to prevent excessive amounts of dust prior to departing the job site; and
• Trucks associated with soil -hauling activities shall avoid residential streets and
utilize City -designated truck routes to the extent feasible.
AQ-2 All trucks that are to haul excavated or graded material on -site shall comply with State
Vehicle Code Section 23114 (Spilling Loads on Highways), with special attention to
Sections 23114(b) (F) and (e) (4) as amended, regarding the prevention of such material
spilling onto public streets and roads. Prior to the issuance of grading permits, the
Applicant shall coordinate with the City of Newport Beaeh EfMinee
Community Development Department on hauling activities compliance.
HAZ-5 If unknown wastes or suspect materials are discovered during construction by the
contractor that are believed to involve hazardous waste or materials, the contractor shall
comply with the following:
• Immediately cease work in the vicinity of the suspected contaminant, and
remove workers and the public from the area;
• Notify the Building Official of the City of Newport Beach;
• Secure the area as directed by the Building Official; and
• Notify the Orange County Health Care Agency's Hazardous Materials Division's
Hazardous Waste/Materials Coordinator (or other appropriate agency specified
by the City Engineer). The Hazardous Waste/Materials Coordinator shall advise
the responsible party of further actions that shall be taken, if required.
Final • August 2014 4-4 Errata
EXHIBIT C
Addendum No. 1 to the Lido House Hotel Final Environmental Impact Report No.
ER2014-003 (SCH No. 2013111022)
ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT
Lido House Hotel
04
J
June 17, 2016
PQ��
Lead Agency:
,s
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Contact: Mr. James Campbell, Principal Planner
Phone: (949) 644-3210
Email: Jcampbell@newportbeachca.gov
Lido House Hotel
Addendum to the Environmental Impact Report
This document is designed for double -sided printing to conserve natural resources.
Lido House Hotel
Addendum to the Environmental Impact Report
TABLE OF CONTENTS
1.0 Introduction.........................................................................................................1
1.1 Project Location......................................................................................... 1
1.2 Previous Environmental Document............................................................ 1
2.0 Description of Project Modifications................................................................ 7
2.1 Addendum's Purpose and Need................................................................ 7
2.2 Location of Project Modifications............................................................... 8
2.3 Components of Project Modifications......................................................... 8
2.4 Addendum Scope of Environmental Review ............................................ 11
3.0 Environmental Assessment.............................................................................13
3.1
Aesthetics/Light and Glare.......................................................................
13
3.2
Agriculture and Forestry Resources........................................................
14
3.3
Air Quality................................................................................................
14
3.4
Biological Resources...............................................................................
15
3.5
Cultural Resources..................................................................................
15
3.6
Geology and Soils....................................................................................
16
3.7
Greenhouse Gas Emissions....................................................................
17
3.8
Hazards and Hazardous Materials...........................................................
17
3.9
Hydrology and Water Quality...................................................................
18
3.10
Land Use and Planning............................................................................
19
3.11
Mineral Resources...................................................................................
20
3.12
Noise........................................................................................................20
3.13
Population and Housing...........................................................................
20
3.14
Public Services........................................................................................
21
3.15
Recreation...............................................................................................
21
3.16
Transportation/Circulation........................................................................21
3.17
Utilities and Service Systems...................................................................
22
4.0 Determination/Addendum Conclusion........................................................... 23
5.0 Addendum Preparation Sources/References................................................. 25
Lido House Hotel
Addendum to the Environmental Impact Report
EXHIBITS
1. Regional Vicinity Map................................................................................................. 4
2. Site Vicinity Map......................................................................................................... 5
3. Previous Conceptual Plan.......................................................................................... 6
4. Proposed Conceptual Plan (Revised Project)............................................................ 9
ATTACHMENTS
1. Traffic Impact Memorandum
Lido House Hotel
Addendum to the Environmental Impact Report
1.0 INTRODUCTION
As Lead Agency, the City of Newport Beach prepared an Environmental Impact Report
(EIR) for the Lido House Hotel Project (referred to herein as the "Approved Project"). The
Newport Beach City Council certified the Lido House Hotel EIR (referred to herein as the
"EIR") (State Clearinghouse No. 2013111022) and approved the Lido House Hotel Project
on September 9, 2014. After certifying the EIR, City Council granted the following project
approvals:
• General Plan Amendment No. GP2012-002
• Coastal Land Use Plan Amendment No. LC2012-001
• Zoning Code Amendment No. CA2012-003
• Site Development Review No. SD2014-001
• Conditional Use Permit No. UP2014-004
• Traffic Study No. TS2014-005
• Environmental Impact Report No. ER2014-003
The Applicant is currently requesting amendments of the General Plan, Coastal Land Use
Plan, Zoning Code, Site Development Review and Conditional Use Permit to increase the
maximum allowed gross floor area from 98,725 square feet by 4,745 gross square feet.
The new maximum would be 103,470 gross square feet. The proposed changes to the
approved project are referred to herein as the "Proposed Modified Project." This
Addendum has been prepared to determine whether the proposed modified project would
result in new or substantially more severe significant environmental impacts compared
with the impacts disclosed in the certified EIR.
1.1 PROJECT LOCATION
The project site is located in the City of Newport Beach (City), in the western portion of
Orange County; refer to Exhibit 1, Regional Vicinity Map. The project involves a 4.25-
acre site (3300 Newport Boulevard) located at the northeast corner of the intersection of
Newport Boulevard and 32nd Street on the Balboa Peninsula in the Lido Village area of
the City; refer to Exhibit 2, Site Vicinity Map.
1.2 PREVIOUS ENVIRONMENTAL DOCUMENT
The City of Newport Beach prepared an EIR to analyze the potential environmental impacts
that would result from the Approved Project, which included approval of a General Plan
Amendment, Coastal Land Use Plan Amendment, Zoning Code Amendment, Site
Development Review, and Conditional Use Permit. The EIR was prepared in conformance
with CEQA (California Public Resources Code [PRC] Section 21000 et seq.); CEQA
Guidelines (California Code of Regulations [CCR], Title 14, Section 15000 et seq.); and the
Page 11
Lido House Hotel
Addendum to the Environmental Impact Report
rules, regulations, and procedures for implementation of CEQA, as adopted by the City.
The purpose of the EIR was to review the existing conditions, analyze potential
environmental impacts, and identify feasible mitigation measures to reduce potentially
significant effects.
The proposed 130-room Lido House Hotel would be constructed on the site of the former
City Hall; refer to Exhibit 3, Previous Conceptual Plan. The proposed 98,725 square foot
hotel would include meeting rooms, accessory retail spaces, a restaurant, lobby bar,
rooftop bar, guest pool and recreational areas, and all required appurtenant facilities
including, but not limited to on -site parking, landscaping, utilities, and adjoining public
improvements. The project would also provide 148 surface parking spaces and would
accommodate additional parking through active parking management including valet
parking service. The project also included the reconfiguration of the public parking along
32nd Street by incorporating angled parking and increasing the overall street parking spaces
from 79 to 80, and to improve the flow of vehicle circulation. The proposed structures would
be approximately four -stories with architectural features up to 58.5-feet in height. The
project would also include public open spaces consisting of pedestrian plazas, landscape
areas, and other amenities proposed to be located along Newport Boulevard and 32nd
Street.
The Draft EIR for the proposed project was distributed to responsible and trustee agencies,
interested groups, and organizations. The Draft EIR (State Clearinghouse No.
2013111022) was made available for public review and comment for a period of 45 days.
The public review period for the Draft EIR established by the CEQA Guidelines commenced
on April 29, 2014, and ended June 13, 2014. A public scoping meeting for the Draft EIR
was held on November 20, 2013 at the former City Council Chambers at 3300 Newport
Boulevard. The City's Planning Commission then considered the Draft EIR on August 11,
2014, and the City Council approved the EIR on September 9, 2014.
The EIR identified potential impacts that would result from the construction and operation
of the project and provided measures to mitigate potential significant impacts. No
significant and unavoidable impacts were identified.
On October 7, 2015, the Coastal Commission approved the proposed City of Newport
Beach Coastal Land Use Plan (CLUP) amendment with suggested modifications. At the
October meeting, the Coastal Commission also approved Coastal Development Permit
No. 5-14-1785 for the Lido House Hotel. The "Notice of Intent to Issue a Permit" (the
COP) included five standard conditions and eight special conditions.
Special Condition No. 6 addressed lower cost overnight accommodations mitigation and
a mitigation fee of $1,415,232.00. The fee would be paid to the Coastal Commission or
other qualified entity to provide lower cost overnight accommodations in the area. The
City proposed the Fostering Interest in Nature (FiiN) program as a recreation and
educational program that would include overnight accommodations at the Newport Dunes
Resort.
Page 12
Lido House Hotel
Addendum to the Environmental Imoact Report
The Coastal Commission also modified the proposed CLUP land use category from Mixed
Use (MU) to Visitor -Serving Commercial, Lido Village (CV-LV). Overall, the Coastal
Commission approved the following:
"Former City Hall Complex at 3300 Newport Blvd and 475 32nd Street (the site). -
At least 75% of the total area of the site shall be 35 feet in height or lower.
• Buildings and structures up to 55 feet in height with the peaks of sloping roofs
and elevator towers up to 60 feet in height, provided it is demonstrated that
development does not adversely impact public views.
• Architectural features such as domes, towers, cupolas, spires, and similar
structures may be up to 65 feet in height.
• Buildings and structures over 35 feet in height, including architectural features,
shall not occupy more than 25 percent of the total area of the site.
• Buildings and structures over 45 feet in height, architectural features, shall not
occupy more than 15 percent of the total area of the site.
• With the exception of a fire station, all buildings and structures over 35 feet in
height, including architectural features, shall be setback a minimum of 60 feet
from the Newport Boulevard right-of-way and 70 feet from the 32nd Street right-
of-way.
• A fire station may be located in its current location and may be up to 40 feet in
height. A fire station may include architectural features up to 45 feet in height
to house and screen essential equipment. "
Although the modified language was more restrictive than that proposed by the City, it did
not change the approved Lido House Hotel project and it also would facilitate a future
reconstructed fire station. As a result, the Planning Commission and staff had no
concerns with the changes. When the City approved the CLUP amendment to mixed -
use, the General Plan and Zoning Code were also amended. Given the change to the
CLUP, the General Plan land use category and Zoning Code needed to be modified to
be consistent. Given that the intensity of use did not change, there were no issues related
to Charter Section 423 (Measure S). The changes to the allowed uses within the zoning
district applicable to the project mirrored the CV (Commercial Visitor -Serving) zone. Staff
also modified the development standards relative to the more restrictive height limits
imposed by the Coastal Commission. On November 5, 2015, the Planning Commission
considered the Amendments as modified by the Coastal Commission. At the conclusion
of a noticed public hearing, the Commission approved the amendments and made a
motion to adopt Planning Commission Resolution No. 1999 recommending City Council
approval of the proposed changes to the Amendments.
Page 13
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Addendum to the Environmental Impact Report
2.0 DESCRIPTION OF PROJECT MODIFICATIONS
2.1 ADDENDUM'S PURPOSE AND NEED
When an EIR has been certified or a negative declaration adopted for a project, no
subsequent or supplemental environmental review documentation shall be required
unless one or more of the following events occurs:
1) Substantial changes are proposed in the project, which will require major revisions
of the previous EIR or negative declaration due to the involvement of new
significant environmental effects or a substantial increase in the severity of
previously identified significant effects;
2) Substantial changes occur with respect to the circumstances under which the
project is undertaken, which will require major revisions of the previous EIR or
negative declaration due to the involvement of new significant environmental
effects or a substantial increase in the severity of previously identified significant
effects; or
3) New information of substantial importance, which was not known and could not
have been known with the exercise of reasonable diligence at the time the previous
EIR was certified as complete or the negative declaration was adopted, shows any
of the following:
A. The project will have one or more significant effects not discussed in the
previous EIR or negative declaration;
B. Significant effects previously examined will be substantially more severe
than shown in the previous EIR;
C. Mitigation measures or alternatives previously found not to be feasible
would in fact be feasible, and would substantially reduce one or more
significant effects of the project, but the project proponents decline to adopt
the mitigation measure or alternative; or
D. Mitigation measures or alternatives which are considerably different from
those analyzed in the previous EIR would substantially reduce one or more
significant effects on the environment, but the project proponents decline to
adopt the mitigation measure or alternative.
When none of the above events has occurred, yet minor technical changes or additions
to the previously adopted negative declaration are necessary, an addendum may be
prepared (State CEQA Guidelines Section 15164[b]).
Page 17
Lido House Hotel
Addendum to the Environmental Impact Report
As discussed below, none of the conditions described in State CEQA Guidelines Section
15162 calling for preparation of subsequent environmental review have occurred. This
Addendum supports the conclusion that the proposed project modifications are minor or
technical changes that do not result in any new significant environmental effects or a
substantial increase in the severity of previously identified significant effects. In addition,
as discussed below, the proposed project modifications would not result in any new or
substantially increased significant environmental impacts, no new mitigation measures,
or no new alternatives that would substantially reduce significant impacts. As a result, an
addendum is an appropriate CEQA document for analysis and consideration of the
proposed project modifications.
Circulation of an addendum for public review is not necessary (State CEQA Guidelines
Section 15164, subdivision (c)); however, the addendum must be considered in
conjunction with the adopted Final EIR by the decision -making body (State CEQA
Guidelines Section 15164, subdivision (d)).
CEQA requires a comparative evaluation of a proposed project and alternatives to the
project, including the "No Project" alternative. The EIR addressed a reasonable range of
alternatives for the project. There is no new information indicating that an alternative that
was previously rejected as infeasible is in fact feasible, or that a considerably different
alternative than those previously studied would substantially reduce one or more
significant effects on the environment.
2.2 LOCATION OF PROJECT MODIFICATIONS
The Project Modifications would apply to the same 4.25-acre project site identified and
described in the EIR for the Approved Project. The project site is located at 3300 Newport
Boulevard, at the northeast corner of the intersection of Newport Boulevard and 32" d
Street on the Balboa Peninsula in the Lido Village area of the City.
2.3 COMPONENTS OF PROJECT MODIFICATIONS
The Proposed Modified Project is depicted in Exhibit 4, Proposed Conceptual Plan
(Revised Proiect). It is identical to the Approved Project in the following respects:
• Acreage for the development would remain unchanged (4.25 acres).
• The number of guest rooms would remain unchanged (130 rooms).
• The surface parking spaces would remain unchanged (148 spaces). The
reconfiguration of the public parking along 32nd Street would also remain the same.
• The proposed structures would remain largely unchanged (approximately four -
stories with architectural features up to 58.5-feet in height).
Page 18
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Addendum to the Environmental Impact Report
• Construction phasing would be similar to the construction phasing described in the
EIR.
• The spa and wellness center are would remain unchanged (1,925 square feet).
• Open space areas and setbacks would remain unchanged.
• The ground level area increase is contained within the existing covered arcade
areas and the second level area increase matches the same facade profile as the
approved City and Coastal Development Permit (CDP) plans.
The following describes those minor or technical changes that comprise the Proposed
Modifications. The Proposed Conceptual Plan for the Proposed Modified Project differs
from the Approved Project in the following respects:
• The exterior pre -function space in front of the ballroom is proposed to be enclosed
and become interior space. Similar to the pre -function space included in the CDP
approved plans, this area is not calculated into the 'function space' area. The pre -
function area has decreased in size from that shown in the approved CDP plans.
• The Lobby is proposed to become larger by pushing the entry doors out at both
the north and south sides. This would create more circulation space within the
lobby.
• The Front of House office area is proposed to be enlarged to add some Back of
House offices.
• The spa sitting area is proposed to be enlarged to create a more generous
relaxation space. The proposed spa square footage remains unchanged.
• The remaining level 1 proposed area increase is in the Back of House and enlarges
office space as well as storage areas.
• The level 2 proposed area increase is utilized to enlarge two King Guestrooms into
King Suites. No increase in the quantity of total guestrooms is proposed.
The Proposed Modified Project also requests any necessary amendments to the
previously approved entitlement applications for the Lido House Hotel including Site
Development Review No. SD2014-001, Conditional Use Permit No. UP2014-004, Traffic
Study No. TS2014-005, and Environmental Impact Report No. ER2014-003 (State
Clearinghouse No. 2013111022). The proposed changes to the project are not
substantial and do not involve new approvals or amendments to the Coastal
Commission's certification of LCP-5-NPB-14-0831-3.
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Lido House Hotel
Addendum to the Environmental Impact Report
2.4 ADDENDUM SCOPE OF ENVIRONMENTAL REVIEW
As discussed in the certified EIR, the Approved Project was determined to have no impact
with regard to the following impact thresholds, which are therefore not analyzed in this
EIR.
• Agriculture and Forestry Resources
• Greenhouse Gas Emissions
• Land Use and Planning
• Mineral Resources
• Population and Housing
• Public Services
• Recreation
• Utilities and Service Systems
The certified EIR established that, with mitigation, the approved project would result in
less -than -significant impacts related to the following environmental issue areas:
• Aesthetics
• Air Quality
• Biological Resources
• Cultural Resources
• Geology and Soils
• Hazards and Hazardous Materials
• Hydrology and Water Quality
• Noise
• Traffic and Circulation
The EIR determined that there would be no significant and unavoidable impacts. This
Addendum will address changes resulting from implementation of the Proposed Modified
Project on each of the environmental resource areas previously analyzed in the EIR.
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Addendum to the Environmental Impact Report
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Lido House Hotel
Addendum to the Environmental Impact Report
3.0 ENVIRONMENTAL ASSESSMENT
This comparative analysis has been undertaken to analyze whether the Proposed
Modified Project would result in any new or substantially more severe significant
environmental impacts as compared to the Approved Project. The comparative analysis
discusses whether impacts are greater than, less than, or similar to the conclusions
discussed in the certified EIR.
3.1 AESTHETICS/LIGHT AND GLARE
The certified EIR determined that the previously analyzed project would result in less than
significant impacts to scenic vistas or scenic highways. However, the certified EIR
analyzed potential impacts associated with the degradation of existing visual
character/quality and the introduction of light and glare. The certified EIR concluded that
short-term construction activities could substantially degrade the existing visual character
or quality of the site and its surroundings. Impacts in this regard were determined to be
less than significant with mitigation incorporated. Mitigation Measure AES-1 would
reduce impacts by requiring the preparation of a Construction Management Plan, which
specifies requirements for equipment and vehicle staging areas, stockpiling of materials,
fencing (i.e., temporary fencing with opaque material), and haul route(s).
The Approved Project would permanently alter the existing visual character of the site by
replacing the former Newport Beach City Hall Complex with the proposed hotel and
associated parkways/landscaping. However, according to the certified EIR, it would not
substantially degrade the visual character of the site or its surroundings, given the
compatible nature of the proposed building setbacks, massing and scale, building height,
and retail/restaurant and hotel uses with the surrounding land uses. The certified EIR
concluded that implementation of Mitigation Measure AES-2 would ensure compliance
with the Lido Village Design Guidelines.
Additionally, the certified EIR found that implementation of the Approved Project would
have a less than significant impact from new sources of light or glare with implementation
of Mitigation Measure AES-3 (which would reduce short-term impacts by orienting
construction -related lighting away from adjacent residential areas and using minimal
wattage necessary to provide safety at the construction site) and compliance with the
City's Municipal Code, Section 20.30.070, which would reduce long-term (operational)
light and glare impacts due to street lighting, security lights, and interior lights.
The proposed modifications would increase the square footage of the front lobby, back of
house and restrooms, and retail, and the decrease in proposed square footage of the
restaurant and coffee shop, function space, fitness, and guestrooms. These nominal
project changes would not result in substantial changes to the overall visual
character/quality of the site and its surroundings, as analyzed in the certified EIR, as the
Proposed Modified Project is still proposing a hotel and associated parkways/
landscaping, on a previously developed site, and within a heavily developed area. The
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Lido House Hotel
Addendum to the Environmental Impact Report
increase in square footage would not be visually noticeable as the ground level area
increase is contained within the existing covered arcade areas and the second level area
increase matches the same facade profile as the approved plans.
The proposed modifications would not substantially increase new sources of light and
glare, compared to that analyzed in the certified EIR as the types and sources of lighting,
lighting levels, and building materials would remain substantially the same as the
Approved Project. As concluded in the certified EIR, implementation of Mitigation
Measures AES-1, AES-2, AES-3 and adherence to the City's Municipal Code regulations
would reduce potential impacts to less than significant levels.
Because the proposed modifications do not alter the location of the development or
increase the number of rooms, or increase building height, there would be no new impacts
related to scenic vistas or scenic highways. No new Mitigation Measures are required.
3.2 AGRICULTURE AND FORESTRY RESOURCES
The certified EIR determined that no impact to farmland, timberland, agricultural, or forest
land activity would result, as these types of resources do not exist on or near the project
site.
As was the case with the Approved Project, the Proposed Modified Project would not
result in any impacts to farmland, agricultural uses, or forest land. The Proposed Modified
Project would result in the same land use and development as analyzed in the certified
EIR, on the same project site. Therefore, no new or substantially more severe impacts
have been identified.
3.3 AIR QUALITY
As determined in the certified EIR, short-term construction emissions from the Approved
Project would be below the South Coast Air Quality Management District's (SCAQMD)
significance thresholds for all criteria pollutants, including PM10 and PM2.5, even in the
absence of specific dust reduction measures. Nonetheless, because the South Coast Air
Basin is nonattainment for PM10 and PM2.5, the certified EIR identified Mitigation Measure
AQ-1 which describes SCAQMD-required dust reduction measures. The certified EIR
also identified Mitigation Measure AQ-2 to reduce emissions associated with the hauling
of excavated or graded material. With the implementation of AQ-1 and AQ-2, the certified
EIR determined that construction emissions would not violate any air quality standard or
contribute substantially to an existing or projected air quality violation. Thus, impacts
were considered less than significant with the incorporation of mitigation.
In addition, the Approved Project's operational air quality emissions would be below
SCAQMD's thresholds. The certified EIR also determined that air quality impacts from
the project would be less than significant with implementation of Mitigation Measures AQ-
1 and AQ-2, with regard to cumulative short-term and long-term air emissions and
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Lido House Hotel
Addendum to the Environmental Impact Report
sensitive receptors. The Approved Project was also determined to be less than significant
with regard to conflicts with an applicable Air Quality Management Plan and odors.
Construction phasing for the Proposed Modified Project would be similar to the
construction activities and phasing described in the certified EIR for the Approved Project.
Therefore, the construction emissions would be similar to those modeled in the certified
EIR. As such, construction emissions for all criteria pollutants after incorporation of the
proposed modifications would be below SCAQMD thresholds with implementation of the
certified EIR Mitigation Measure AQ-1 and AQ-2. A less than significant impact would
occur in this regard.
As the number of hotel guestrooms would be consistent with the certified EIR, (130
guestrooms), regional and localized operational air emissions would not change and
would remain below SCAQMD thresholds. As noted in the Transportation/Circulation
section of this Addendum, the certified EIR and Proposed Modified Project would
generate the same number of daily trips and peak hour trips. Therefore, no new impacts
have been identified and no new mitigation measures are required.
3.4 BIOLOGICAL RESOURCES
The certified EIR determined that no impacts to biological resources would result as the
project site is already heavily developed and landscaped with ornamental vegetation. No
sensitive species or habitat were determined to be present on -site. However, the
ornamental vegetation within the landscaped areas has the potential to provide suitable
nesting opportunities for avian species. The certified EIR Mitigation Measure B10-1
recommends vegetation removal activities to be scheduled outside of the nesting season
(typically February 15 to August 15) or a qualified biologist may conduct a survey prior to
commencement of clearing and provide an adequate buffer zone if active nests are
detected. Additionally, it should be noted that the certified EIR determined that no Coastal
Commission waters/wetlands are located within the project site.
According to the certified EIR, six trees on the project site have been designated by the
City of Newport Beach as "special trees". Mitigation Measures B10-2, B10-3, and B10-4
provide guidance for relocating and rededicating the special trees that cannot be retained,
reducing impacts to less than significant levels.
The proposed modifications would result in the same land use and development footprint
as the Approved Project. Therefore, the proposed modifications would not result in
additional impacts to biological resources than what was already analyzed in the certified
EIR for the Approved Project. No new impacts or substantial increase in the severity of
impacts have been identified.
3.5 CULTURAL RESOURCES
The certified EIR determined that no impacts to historical resources would occur as a
result of the Approved Project. The project site is currently developed with non -historic
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Lido House Hotel
Addendum to the Environmental Impact Report
structures and does not hold historical significance. Given the existing disruption from
prior development and the geology of the project area, any archaeological,
paleontological, and cultural resources within the project site have likely been disturbed
during the construction of the former City Hall. Nonetheless, compliance with General
Plan policies and implementation of Mitigation Measure CUL-1 (requiring the scientific
recovery and evaluation of any resources that could be encountered during grading and
construction of future development) and CUL-2 (requiring a Certified Paleontologist to be
present during earth removal or disturbance activities occurring within paleontological
sensitive Vaqueros, Topanga, and Monterey Formations) would reduce impacts to less
than significant levels. Thus, the certified EIR determined that impacts to archaeological
resources, paleontological resources, and/or human remains were less than significant
with compliance with Mitigation Measures CUL-1 and CUL-2 and State and Federal
regulations.
The Proposed Modified Project would result in the same site disturbance activities as that
previously identified in the certified EIR. The proposed modifications would not result in
any additional impacts to cultural resources, compared to the Approved Project.
Therefore, no new impacts have been identified and no new mitigation measures are
required.
3.6 GEOLOGY AND SOILS
The certified EIR determined that implementation of the Approved Project would likely be
subject to significant earthquake ground motion, given the seismic character of the
southern California region and proximity to active and potentially active faults.
Additionally, the certified EIR determined that the project site has a moderate potential
for adverse effects of liquefaction due to seismically -induced settlement. Compliance
with the City of Newport Beach grading and building requirements, including the most
current California Building Code (CBC), and City's Municipal Code, as well as
implementation of the certified EIR Mitigation Measure GEO-1 would reduce potential
project impacts related to seismic ground shaking to a less than significant level.
The certified EIR determined that implementation of the Approved Project would result in
less than significant impacts to soil erosion or loss of topsoil with implementation of
Mitigation Measure AQ-1 (refer to Section 3.3, Air ualit) and compliance with NPDES
requirements. With the implementation of GEO-1, impacts resulting from unstable
geologic units or unstable soil, and expansive soils were also concluded to be less than
significant. According to the certified EIR, on -site soils would be considered corrosive to
copper unless a corrosion engineer determines otherwise. Compliance with the Building
Code and Mitigation Measures GEO-1 and GEO-2 (which requires a corrosion engineer
to be consulted during preparation of the Final Soils/Geotechnical Engineering Report)
would reduce potential impacts associated with corrosive soils to a less than significant
level. The Approved Project would not have involved the use of septic tanks or alternative
wastewater disposal systems. Therefore, no impacts would result in this regard.
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Lido House Hotel
Addendum to the Environmental Impact Report
The proposed modifications would result in equivalent impacts regarding geology and
soils, as the proposed development area would remain the same as that previously
analyzed in the certified EIR. Further, the proposed modifications would not result in an
increase in adverse effects involving the exposure of persons and property to seismic
activity and landslides. Similar to that identified in the certified EIR, compliance with the
City of Newport Beach grading and building requirements, including the most current
CBC, and City's Municipal Code, as well as implementation of the certified EIR Mitigation
Measures GEO-1 and GEO-2 would reduce impacts to less than significant levels. No
new impacts have been identified and no new mitigation measures are required.
3.7 GREENHOUSE GAS EMISSIONS
As determined in the certified EIR, the Approved Project would result in approximately
2,031.2 metric tons (MT) of carbon dioxide equivalents per year (MTCO2eq/yr) of
greenhouse gas (GHG) emissions, which is below the South Coast Air Quality
Management District's (SCAQMD's) 3,000 MTCO2eq/yr proposed threshold. The
certified EIR determined that the project would result in a less than significant impact with
regard to long-term GHG emissions.
The number of hotel guestrooms associated with the proposed modifications would be
consistent with the certified EIR. As such, GHG emissions associated with the Proposed
Modified Project would be the same as what was analyzed in the certified EIR. GHG
emissions from the Proposed Modified Project would remain below SCAQMD's 3,000
MTCO2eq/yr proposed threshold, as disclosed in the certified EIR. Therefore, no new
impacts have been identified and no new mitigation measures are required.
As originally documented in the certified EIR, the City does not currently have an
applicable plan, policy, or regulation adopted for the purpose of reducing the emissions
of GHGs. In addition, the Proposed Modified Project would result in operational GHG
emissions below the 3,000 MTCO2eq/yr proposed threshold, and a less than significant
impact would occur in this regard.
3.8 HAZARDS AND HAZARDOUS MATERIALS
The certified EIR determined that the Approved Project would not result in any impacts
pertaining to wildland fires, given the project site's location in a heavily developed urban
area. The Approved Project operations would also not result in any significant impacts
involving the use, transport, or disposal of hazardous materials or the emissions or
handling of hazardous materials, given that the Approved Project proposed a hotel land
use. As the Approved Project proposed redevelopment of the former Newport Beach City
Hall complex, built prior to 1978, the certified EIR analyzed potential accidental releases
of hazardous materials that could be present on the development site, particularly during
construction. The materials considered included asbestos or lead -based paint that may
be present in existing on -site structures, PCBs in an on -site transformer, and
contaminated fill materials. However, the certified EIR determined that with
implementation of Mitigation Measures HAZ-1, HAZ-2, HAZ-3, and HAZ-4, impacts
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Lido House Hotel
Addendum to the Environmental Impact Report
associated with these existing on -site materials would be reduced to less than significant
levels. Additionally, implementation of Mitigation Measures HAZ-5 and compliance with
applicable Federal, State, and local regulatory requirements would reduce impacts to less
than significant levels. Impacts pertaining to an airport land use plan or a nearby private
airstrip were determined to be not significant, as the project site is located outside of the
John Wayne Airport Impact Zone. The certified EIR also determined that the Approved
Project would not significantly impair or physically interfere with an adopted emergency
response plan or evacuation plan.
The proposed modifications would result in similar grading and construction activities as
what was previously analyzed in the certified EIR. The certified EIR Mitigation Measures
would still apply to the Proposed Modified Project. No substantial changes in the severity
of impacts would result in this regard. As the project site location and the nature of the
proposed operations would remain the same, potential impacts pertaining to the use,
transport, or disposal of hazardous materials would not increase, compared to that
analyzed in the certified EIR. No new impacts have been identified and no new mitigation
measures are required.
3.9 HYDROLOGY AND WATER QUALITY
The certified EIR determined that with implementation of Mitigation Measures HWQ-1,
HWQ-2, and HWQ-3, which would ensure adherence to construction requirements per
the State, potential impacts pertaining to the violation of any water quality standards or
waste discharge requirements, and degradation of water quality during construction
activities, would be less than significant. According to the certified EIR, drainage during
construction and operations would have a less than significant impact on the existing
storm drain infrastructure. Post -construction water quality impacts would be reduced to
a less than significant level with implementation of Mitigation Measure HWQ-4, requiring
the submittal of a Final Water Quality Management Plan (WQMP). Impacts involving
seiche or mudflow, would also be less than significant. Implementation of the City of
Newport Beach Emergency Operations Plan (EOP) would reduce potential impacts
associated with the inundation by a tsunami to less than significant levels. Other impacts
involving a 100-year flood plain, flooding as a result of the failure of a levee or dam, and
groundwater depletion/recharge, would not result.
The proposed drainage and impervious area associated with the Proposed Modified
Project would be similar to what was previously considered in the certified EIR. Like the
Approved Project, the Proposed Modified Project would be required to comply with City
and State regulations. The certified EIR Mitigation Measures would still apply to the
Proposed Modified Project. Thus, potential impacts associated with construction
activities and long-term operations would be less than significant. No new impacts or
substantially more severe impacts have been identified and no new mitigation measures
are required.
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Addendum to the Environmental Impact Report
3.10 LAND USE AND PLANNING
The certified EIR determined that implementation of the Approved Project would not result
in any impacts relating to the division of an established community or conflicts with a
habitat conservation plan or natural community conservation plan. The certified EIR
proposed amendments to the City of Newport Beach Coastal Land Use Plan (CLUP) to
eliminate inconsistencies (i.e., amend the land use designation from Public Facilities [PF]
to Mixed -Use [MU] and increase new development bulk and height limits). The certified
EIR determined that the Approved Project is not regionally significant based on the
Southern California Association of Government's (SCAG) criteria. Similar to the CLUP
amendments, the Approved Project included a General Plan Land Use Element and Land
Use Map Amendment to update the land use designation from Public Facilities (PF) to
Mixed -Use Horizontal 5 (MU-H5), which would allow for development limitations of 98,725
square feet of hotel use.
The Approved Project also required a Zone Code Amendment to create a new mixed -use
zoning district, Mixed Use — Lido Village (MU-LV), in order to implement the MU-H5 land
use designation at the project site. Development standards and allowed uses would also
be established. The certified EIR determined that approval of a Land Use Element
Amendment by the City would result in the project's compliance with the intended use
and development limits for the MU-H5 designation. Lastly, the certified EIR determined
that the Approved Project would not conflict with the Lido Village Design Standards. A
less than significant impact would occur in regards to conflicting with an applicable land
use plan, policy or regulation of an agency with jurisdiction over the project (including, but
not limited to, the general plan, specific plan, local coastal program or zoning ordinance)
adopted for the purpose of avoiding or mitigating an environmental effect. However, the
Coastal Commission modified the proposed CLUP land use category to Visitor -Serving
Commercial, Lido Village (CV-LV) and made changes to Policy 4.4.3-1 making it more
restrictive (not taller). The City accepted these changes subsequent to the Coastal
Commission action and made the appropriate CEQA findings in a staff report for the
November 24, 2015 City Council hearing.
The proposed modifications would be consistent with the land uses considered in the
certified EIR. However, the proposed modifications would result in deviations to the total
square footage of the hotel from 98,725 square feet to 103,470 square feet; a total
increase of 4,745 square feet. Although the increase is minimal, the General Plan Land
Use Element and Land Use Map amendment would need to be updated to increase the
development limitations in regards to total square footage of a hotel. It should be noted
that the current application is to amend the General Plan, CLUP, and Zoning to increase
the maximum intensity of development by 4,745 square feet. Even with approval of the
amendments, the increase to the project entitlements (site development review and
Conditional Use Permit) are consistent with applicable land use plans/zoning. The added
area does not change the height of the building. Therefore, the project is consistent with
CLUP Policy 4.4.3-1 as certified by the Coastal Commission and adopted by the City
Council. The current amendment does not include a request to modify the policy. The
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Addendum to the Environmental Impact Report
General Plan Amendment would reduce impacts in this regard to less than significant
levels. No new mitigation measures would be required.
3.11 MINERAL RESOURCES
The certified EIR determined that the Approved Project would result in no impacts
pertaining to the loss of availability of a known mineral resource that would be of value to
the region or the state or to the loss of availability of a locally -important mineral resource.
As discussed in the certified EIR, the project site is not located within an area of known
mineral resources, either of regional or local value. The project location remains
unchanged. No new impacts have been identified and no new mitigation measures are
required.
3.12 NOISE
Short-term construction noise impacts were determined to be less than significant in the
certified EIR with implementation of Mitigation Measure N-1 and compliance with the
City's allowable construction hours (Municipal Code Section 10.28.040). Similarly, the
certified EIR determined that operational noise impacts would be less than significant.
The Approved Project is not subject to an airport land use plan or private airstrip;
therefore, no impacts result in this regard.
The project footprint and construction activities for the Proposed Modified Project would
be similar to those described in the certified EIR. As such, short-term construction noise
would be less than significant with implementation of Mitigation Measure N-1, and
compliance with the City's allowable construction hours.
The Proposed Modified Project would have a similar footprint as the Approved Project;
therefore, the guestrooms would not be more impacted by traffic noise along Newport
Boulevard and 32nd Street. Additionally, the operational noise characters would remain
the same as the Proposed Project Modifications would not change the characteristics or
function of the Approved Project and no additional traffic trips would be created. No new
impacts have been identified and no new Mitigation Measures are required.
3.13 POPULATION AND HOUSING
The certified EIR determined that implementation of the Approved Project would result in
no impact to population growth. The proposed modifications would result in the same
development of the Lido House Hotel. The net increase in square footage is primarily
related to Back of House space and minor functional areas which would not increase the
number of anticipated employees and would not lead to an increase in population growth
beyond what was analyzed in the certified EIR. Thus, no new impacts have been
identified and no new Mitigation Measures are required.
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Addendum to the Environmental Impact Report
3.14 PUBLIC SERVICES
The certified EIR determined that the development of the Lido House Hotel and
associated amenities would not increase the need for additional public services.
Compliance with the provisions of the California Building Code, applicable State, City,
and County code, and ordinance requirements for fire protection, as well as the General
Plan Safety Element would reduce impacts to fire protection services during construction
activities to less than significant levels. Additionally, the payment of statutory fees would
reduce impacts to less than significant levels in regards to local school facilities.
The Proposed Modified Project would increase the square footage of the front lobby, back
of house and restrooms, and retail, and decrease the proposed square footage of the
restaurant and coffee shop, function space, fitness, and guestrooms. These
modifications are nominal and would not increase potential impacts to public services or
facilities (i.e., fire protection services, police services, etc.) at the project site beyond that
analyzed in the certified EIR.
3.15 RECREATION
The certified EIR determined that implementation of the Approved Project would result in
less than significant impacts in regards to recreational facilities. The Approved Project
includes public open spaces consisting of pedestrian plazas, landscape areas, and other
amenities, as well as recreational amenities (i.e. pool and workout room, etc.) for hotel
guests. The certified EIR determined that the Approved Project did not require the
construction or expansion of recreational facilities, which might have an adverse physical
effect on the environment.
The proposed modifications do not result in changes to land use or square footage of
proposed public open spaces, landscape areas, and other amenities. The proposed
decrease in square footage to the fitness center is nominal and would not induce
additional impacts to recreational facilities. As concluded in the certified EIR, the
Proposed Modified Project would not require the construction or expansion of recreational
facilities, which might have an adverse physical effect on the environment. No new
significant impacts have been identified and no new mitigation measures are required.
3.16 TRANSPORTATION/CIRCULATION
The certified EIR determined that with the implementation of Mitigation Measure TRA-1
(implementation of a construction management plan), construction -related traffic impacts
would be reduced to a less than significant level. Additionally, the certified EIR
determined that the Approved Project was estimated to result in 1,062 average daily trips
(69 a.m. peak hour trips and 78 p.m. peak hour trips), resulting in less daily trips than the
former City Hall Complex generated.
As discussed in the certified EIR, the study intersections are forecast to continue to
operate at an acceptable Level of Service (LOS D or better) for existing plus project
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Addendum to the Environmental Impact Report
conditions according to agency performance criteria. Based on the City of Newport Beach
and Costa Mesa performance criteria, a significant project impact occurs at a signalized
study intersection when the addition of project -generated trips causes the peak hour level
of service of the study intersection to change from an acceptable operation (LOS A, B, C,
or D) to a deficient operation (LOS E or F). The certified EIR determined that the increase
in trips would not result in conflicts with an existing plan, ordinance, or policy establishing
measures of effectiveness for the performance of the circulation system, or conflicts with
an applicable congestion management program. Implementation of a Parking
Management Plan (Mitigation Measure TRA-2) that includes restricted parking, time limit
parking, parking guide signage, and addresses staff parking would ensure that parking is
managed on -site and would result in a less than significant impact. Impacts to public
transit/alternative transportation modes and emergency access was determined to be
less than significant. No impacts are anticipated in regards to air traffic patterns or design
hazards due to a design feature or incompatible uses.
The proposed modifications would not change the Approved Project's proposed site
access location, off -site circulation features, parking configuration, or trip generation (as
the project modifications would result in the same number of hotel guestrooms as the
Approved Project); refer to Attachment A, Traffic Impact Memorandum. Thus, no
changes to the impacts previously identified would result. Thus, no new impacts have
been identified and no new mitigation measures are required.
3.17 UTILITIES AND SERVICE SYSTEMS
The certified EIR determined that the Approved Project would result in less than
significant impacts pertaining to wastewater treatment exceedances, the need for new
water or wastewater treatment facilities, water supplies, adequate capacity by the
wastewater treatment provider, landfill capacity (with continued compliance with the City's
Source Reduction and Recycling Elements [SRRE]). Further, the certified EIR
determined that with implementation of Standard Conditions and Mitigation Measure
HWQ-1 through HWQ-4, the Approved Project would result in less than significant
impacts pertaining to the construction of new storm water drainage facilities or expansion
of existing facilities.
As the proposed modifications would not result in an increase in guestrooms at the project
site compared to the Approved Project, the Proposed Modified Project would result in the
same demand on utilities and service systems as compared to what was analyzed in the
certified EIR. Additionally, the proposed drainage and impervious area would be similar
to that previously considered in the certified EIR. Thus, no new impacts to water demand,
the wastewater treatment capacity, or landfill capacity as a result of solid waste
generation would result. No new impacts have been identified and no new Mitigation
Measures are required.
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Addendum to the Environmental Imoact ReDort
4.0 DETERMINATION/ADDENDUM CONCLUSION
As detailed in the analysis presented above, this Addendum supports the conclusion that
the changes to the Approved Project considered in the certified EIR constitute minor or
technical changes and do not result in any new significant environmental effects or a
substantial increase in the severity of previously identified significant effects. No new
information has become available and no substantial changes to the circumstances under
which the project was being undertaken since the certification of the EIR has occurred.
In addition, because the certified EIR determined that the Approved Project would not
result in any potentially significant environmental impacts, no new mitigation measures or
alternatives that would substantially reduce significant impacts have been identified.
Page 123
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Addendum to the Environmental Impact Report
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Addendum to the Environmental Impact Report
5.0 ADDENDUM PREPARATION SOURCES/REFERENCES
California Coastal Commission, Addendum to the Item W9a, Application No. 5-14-1785
(RD Olson Development) for the Commission Meeting of Wednesday, October 7,
2015, October 1, 2015.
California Environmental Quality Act, 1970, as amended, Public Resources Code
Sections 21000-21178.
City of Newport Beach, Former City Hall Complex Land Use and Zoning Amendments for
the Lido House Hotel Located at 3300 Newport Boulevard and 475 32nd Street, and
Authorization of Fostering Interest in Nature Program, November 24, 2015.
Google Earth Maps, http://maps.google.com, accessed May 2016.
Michael Baker International, Lido House Hotel EIR Addendum Traffic Impact
Memorandum, June 15, 2016.
RBF Consulting, Lido House Hotel Final Environmental Impact Report, August 2014.
RBF Consulting, Lido House Hotel Public Review Draft Environmental Impact Report,
April 2014.
WATG Architecture, Area Summary: Approved CDP Plans Vs. Proposed Plans, May 7,
2016.
WATG Architecture, Exhibit 2 — Design as of 41112016 in Conformance with Approved
Overall Plans, May 7, 2016.
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Addendum to the Environmental Impact Report
Page 126
Attachment A — Traffic Impact Memorandum
We Make a Difference
I N T E R N A T 1 0 N A L
MEMORANDUM
To: Eddie Torres, Michael Baker International
From: Tom Huang, TE, Michael Baker International
Date: June 15, 2016
Subject: Lido House Hotel EIR Addendum — Traffic Impact Memorandum
Introduction
The Project Applicant is currently requesting amendments of the General Plan, Coastal
Land Use Plan, Zoning Code, Site Development Review and Conditional Use Permit to
increase the maximum allowed gross floor area from 98,725 square feet by 4,745 gross
square feet. The new maximum floor area would be 103,470 gross square feet. However,
the number of guestrooms remains unchanged at 130 rooms. The proposed changes to
the approved project are referred to herein as the "Proposed Modified Project." This
Traffic Impact Memorandum has been prepared to determine whether the proposed
modified project would result in new or substantially more severe significant traffic related
impacts compared with the impacts disclosed in the certified EIR.
Traffic Analysis
The certified EIR determined that with the implementation of Mitigation Measure TRA-1
(implementation of a construction management plan), construction -related traffic impacts
would be reduced to a less than significant level. Additionally, the certified EIR
determined that the Approved Project was estimated to result in 1,062 average daily trips
(69 a.m. peak hour trips and 78 p.m. peak hour trips), resulting in less daily trips than the
former City Hall Complex generated; refer to Table 1, Trip Generation Rates and Table
2, Project Trip Generation.
Table 1
Trip Generation Rates
Land Use (ITE Code)
Units
AM Peak Hour Rates
PM Peak Hour Rates
Daily
Trip
Rate
In
Out
Total
In
Out
Total
Hotel (310)
Room
0.31
0.22
0.53
0.31
0.29
0.60
8.17
Source: ITE Trip Generation Manual, 91h Edition, 2012.
MBAKERINTL.COM
14725 Alton Parkway I Irvine, CA 92618
Office: 949.855.35051 Fax: 949.330.4130
We Make o Difference
Table 2
Project Trip Generation Comparison
Land Use
AM Peak Hour Trips
PM Peak Hour Trips
Daily
Trips
In
Out
Total
In
Out
Total
City Hall Complex'
118
20
138
17
116
133
1,121
130-room Hotel2
40
29
69
40
38
78
1,062
Net Trip Generation
-78
1 9
.69
1 23
-78
.55
.59
'Source: City of Newport Beach City Hall Reuse Project, Keeton Kreitzer Consulting, November 2012.
ZSource: Approved Project trips estimated based on trip generation rates in Table 2.
As noted above, for a hotel use, the trip generation is calculated on a per room basis, as
all of the other features (i.e., retail, restaurant, spa, function space, and back of house)
are ancillary functions that support the overall use of the hotel and do not generate
additional trips of their own. As the proposed modifications would not change the
Approved Project's room count of 130 rooms, there would be no additional trips generated
beyond what was projected in the certified EIR which are shown in line 2 of Table 3. As
discussed in the certified EIR, the study intersections are forecast to continue to operate
at an acceptable Level of Service (LOS D or better) for existing plus project conditions
according to agency performance criteria. Based on the City of Newport Beach and Costa
Mesa performance criteria, a significant project impact occurs at a signalized study
intersection when the addition of project -generated trips causes the peak hour level of
service of the study intersection to change from an acceptable operation (LOS A, B, C,
or D) to a deficient operation (LOS E or F). The certified EIR determined that the change
in trips would not result in conflicts with an existing plan, ordinance, or policy establishing
measures of effectiveness for the performance of the circulation system, or conflicts with
an applicable congestion management program. Implementation of a Parking
Management Plan (Mitigation Measure TRA-2) that includes restricted parking, time limit
parking, parking guide signage, and addresses staff parking would ensure that parking is
managed on -site and would result in a less than significant impact. Impacts to public
transit/alternative transportation modes and emergency access was determined to be
less than significant. No impacts are anticipated in regards to air traffic patterns or design
hazards due to a design feature or incompatible uses.
Conclusion
The proposed modifications would not change the Approved Project's room count. As
the room count would remain unchanged, there would be no additional trips generated
beyond what was analyzed in the certified EIR. As no additional trips would be generated
by the Proposed Modified Project, there would be no required changes to the approved
site access location, off -site circulation features, or parking configuration. Thus, there
would be no changes to the impacts previously identified in the certified EIR, no new
impacts have been identified, and no new mitigation measures are required.
INTERNATIONAL
Lido_Addendum_Traffic-2016.06.15.docx
Lido House Hotel in City of Newport Beach
Traffic Impact Memorandum
Exhibit D
Addendum No. 2 to the Lido House Hotel Final Environmental Impact Report No.
ER2014-003 (SCH No. 2013111022)
Available separately due to bulk at:
https://www.newr)ortbeachca.gov/pin/CEQA REVIEW/Lido%20House%2OHotel/Lido%2
Mouse EIR Addendum%202 070522 pdf
ADDENDUM NO. 2 TO THE ENVIRONMENTAL IMPACT REPORT
Lido House Hotel
/F.W PO\
Lead Agency:
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
Contact: Mr. Benjamin M. Zdeba, AICP
Phone: (949) 644-3253
Email: bzdeba@newportbeachca.gov
June 2022
This document is designed for double -sided printing to conserve natural resources.
Lido House Hotel
EIR Addendum No. 2
TABLE OF CONTENTS
1.0 Introduction......................................................................................................... 1
1.1 Project Location......................................................................................... 2
1.2 Previous Environmental Documents.......................................................... 2
2.0 Description of Project Modifications................................................................ 9
2.1 Addendum's Purpose and Need................................................................ 9
2.2 Location of Project Modifications............................................................. 10
2.3 Components of Project Modifications....................................................... 10
2.4 Required Discretionary Actions................................................................ 11
3.0 Environmental Assessment............................................................................. 13
3.1
Aesthetics/Light and Glare.......................................................................
13
3.2
Agriculture and Forestry Resources........................................................
14
3.3
Air Quality................................................................................................
15
3.4
Biological Resources...............................................................................
17
3.5
Cultural Resources..................................................................................
18
3.6
Energy.....................................................................................................
21
3.7
Geology and Soils....................................................................................
22
3.8
Greenhouse Gas Emissions....................................................................
24
3.9
Hazards and Hazardous Materials...........................................................
25
3.10
Hydrology and Water Quality...................................................................
27
3.11
Land Use and Planning............................................................................
28
3.12
Mineral Resources...................................................................................
30
3.13
Noise........................................................................................................30
3.14
Population and Housing...........................................................................
32
3.15
Public Services........................................................................................
32
3.16
Recreation...............................................................................................
33
3.17
Transportation..........................................................................................34
3.18
Tribal Cultural Resources........................................................................
37
3.19
Utilities and Service Systems...................................................................
38
3.20
Wildfire.....................................................................................................38
4.0 Determination/Addendum Conclusion........................................................... 41
5.0 Addendum Preparation Sources/References................................................. 43
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EIR Addendum No. 2
EXHIBITS
1. Regional Vicinity.......................................................................................................... 3
2. Local Vicinity Map....................................................................................................... 4
3. Previous Conceptual Plan........................................................................................... 5
4. Proposed Conceptual Plan (Modified Project)........................................................... 12
ATTACHMENTS
1. Cultural Resources Technical Memorandum
2. Preliminary Water Quality Management Plan
3. Vehicle Miles Traveled Assessment
June 2022
Lido House Hotel
EIR Addendum No. 2
1.0 INTRODUCTION
As Lead Agency, the City of Newport Beach (City) prepared an Environmental Impact
Report (EIR) for the Lido House Hotel Project (referred to herein as the "Approved
Project"). The Newport Beach City Council certified the Lido House Hotel Final
Environmental Impact Report (referred to herein as the "Certified EIR") (State
Clearinghouse No. 2013111022) and approved the Lido House Hotel Project on
September 9, 2014. After certifying the EIR, City Council granted the following project
approvals:
• General Plan Amendment No. GP2012-002;
• Coastal Land Use Plan Amendment No. LC2012-001;
• Zoning Code Amendment No. CA2012-003;
• Site Development Review No. SD2014-001;
• Conditional Use Permit No. UP2014-004;
• Traffic Study No. TS2014-005; and
• Environmental Impact Report No. ER2014-003.
Following certification of the EIR, an amendment to the General Plan, Coastal Land Use
Plan, Zoning Code, Site Development Review and Conditional Use Permit was approved
in 2016 to increase the maximum allowed gross floor area from 98,725 square feet (by
4,745 gross square feet) to 103,470 square feet. Environmental impacts associated with
the modifications to the Approved Project were analyzed in the Addendum to the
Environmental Impact Report for Lido House Hotel (2016 Addendum), dated June 17,
2016, and adopted by City Council on July 26, 2016.
Currently, the Applicant is requesting entitlements to increase the maximum allowed
gross floor area from 103,470 square feet to 118,573 gross square feet. The additional
15,103 gross square feet would allow development of five additional cottages in the
southern portion of the site and minor improvements to the existing hotel building. The
project would also demolish the Lido Fire Station No. 2 (adjacent to the Lido House Hotel)
to accommodate additional on -site parking. The proposed changes to the Approved
Project are referred herein as the "Modified Project." This Addendum has been prepared
to determine whether the proposed Modified Project would result in new or substantially
more severe significant environmental impacts compared with the impacts disclosed in
the Certified EIR and 2016 Addendum.
Additionally, project -specific impacts related to energy, tribal cultural resources, and
wildfire were not specifically identified in the Certified EIR or 2016 Addendum as these
topics were not a subject matter that required evaluation pursuant to the CEQA
Guidelines at the time the documents were prepared. As such, this Addendum also
analyzes the Modified Project's impacts in these topical areas.
June 2022
Lido House Hotel
EIR Addendum No. 2
1.1 PROJECT LOCATION
The project site is located in the City of Newport Beach (City), in the western portion of
Orange County; refer to Exhibit 1, Regional Vicinity Map. The project involves a 4.25-acre
site (3300 Newport Boulevard) located at the northeast corner of the intersection of
Newport Boulevard and 32nd Street on the Balboa Peninsula in the Lido Village area of
the City; refer to Exhibit 2, Local Vicinity Map.
The site is currently developed with the Lido House Hotel. The four-story, 103,470-square
foot hotel includes 130 hotel rooms, meeting rooms, accessory retail spaces, a restaurant,
lobby bar, rooftop bar, guest pool, and other recreational areas. A pedestrian plaza,
landscaped areas, and other amenities complement the hotel along Newport Boulevard
and 32nd Street.
1.2 PREVIOUS ENVIRONMENTAL DOCUMENTS
1.2.1 Lido House Hotel EIR
The City of Newport Beach prepared an EIR to analyze the potential environmental impacts
that would result from the Approved Project, which included approval of a General Plan
Amendment, Coastal Land Use Plan Amendment, Zoning Code Amendment, Site
Development Review, and Conditional Use Permit. The EIR was prepared in conformance
with CEQA (California Public Resources Code [PRC] Section 21000 et seq.); CEQA
Guidelines (California Code of Regulations [CCR], Title 14, Section 15000 et seq.); and the
rules, regulations, and procedures for implementation of CEQA, as adopted by the City.
The purpose of the EIR was to review the existing conditions, analyze potential
environmental impacts, and identify feasible mitigation measures to reduce potentially
significant effects.
The proposed 130-room Lido House Hotel would be constructed on the site of the former
City Hall; refer to Exhibit 3, Previous Conceptual Plan. The proposed 98,725 square foot
hotel would include meeting rooms, accessory retail spaces, a restaurant, lobby bar,
rooftop bar, guest pool and recreational areas, and all required appurtenant facilities
including, but not limited to on -site parking, landscaping, utilities, and adjoining public
improvements. The project would also provide 148 surface parking spaces and would
accommodate additional parking through active parking management including valet
parking service. The project also included the reconfiguration of public parking along 32nd
Street by incorporating angled parking and increasing the overall street parking spaces
from 79 to 80, and improving the flow of vehicle circulation. The proposed structures would
be approximately four stories with architectural features up to 58.5-feet in height. The
project would also include public open spaces consisting of pedestrian plazas, landscape
areas, and other amenities proposed to be located along Newport Boulevard and 32nd
Street.
2 June 2022
INTERNATIONAL
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LIDO HOUSE HOTEL
ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT
Regional Vicinity Map
Exhibit 1
T,
Michael Baker
`I/ ;�l r ( `- �7 \• % Fs s 1, �; i� ":
,,- p `�- -may;:- "�` + ✓ - . T , , , fig+ . •g vi
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fic.boa t H s � �; : � ,•
iyE-
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* dlOY:Ile
ALt I
INN
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LIDO HOUSE HOTEL DESIGN AS OF 4/1/2016
�..
_ PEOESIIdNI GTINNE.
AREA SUMMARY: GUESTROOM SUMMARY:
LEVEL 1 AREA = 35,219 SF LEVEL 1 = 5 Guestrooms
- LEVEL 2 AREA = 30,846 SF LEVEL 2 = 54 Guestrooms
_-- -------- - - — - -` - l•F'R� LEVEL 3 AREA = 25,160 SF LEVEL 3=50 Guestrooms
LEVEL 4 AREA=12,245 SF LEVEL 4 = 21 Guestrooms
TOTAL = 103,470 SF
TOTAL = 130 Guestrooms
+ioNuuENT E��' �' (AREA INCREASE FROM CDP APPROVAL = 4,745 SF)
SON +42'
xUS STOP _ PARTIAL LEVEL 1 PROGRAM AREAS: GUESTROOM MIX:
PROPOSED ■
PROPERTY a o _ Ltf \ RETAIL STD. KING = 71
LINE (R.O.w.) - -- - 1,200 SF
RESTAURANT / FOOD &BEVERAGE 3,SF STD. DBL. QUEEN = 44
p c FUNCTION SPACE 3,52527 SF SUITES = 15
SPA &WELLNESS 1,925 SF
LOSBY ` 9,699 SF
FUN ON AIL a FNNESS c
© ® ❑ ❑ o ❑ p p E GROUND LEVEL PARKING:
SPA - TOTAL PROVIDED PARKING SPACES = 148
/ c ❑ `
NEY8LW •:Nip INT-,F O YARD
MLL REENNG 150"'ESOUE
O C%CEOUFE S EREP-ACCESS h
PRE
' I IRON
UT
FUNCTION. c ! 4 u 1917
rR,,: I ill L2 L3
(,tow x' LL—
� 20' S nkS
RETAIL e,
Fl%i OP NRi
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T
07
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_ �� --
e/�
--.
n .. _- 3 STF
I `PRuosd Tna 1
-- — P NI
L4
Source: WATG Architecture I Landscape.
rmmmrrm I Q NOT TO SCALE
INTERNATIONAL
10/2021 JN 186125
LIDO HOUSE HOTEL
ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT
Previous Conceptual Plan
Exhibit 3
Lido House Hotel
EIR Addendum No. 2
The Lido House Hotel Draft Environmental Impact Report (Draft EIR), dated April 2014,
was distributed to responsible and trustee agencies, interested groups, and organizations.
The Draft EIR (State Clearinghouse No. 2013111022) was made available for public review
and comment for a period of 45 days. The public review period for the Draft EIR established
by the CEQA Guidelines commenced on April 29, 2014, and ended June 13, 2014. A public
scoping meeting for the Draft EIR was held on November 20, 2013 at the former City
Council Chambers at 3300 Newport Boulevard. The City's Planning Commission then
considered the EIR on August 11, 2014, and the City Council certified the EIR on
September 9, 2014.
The Certified EIR identified potential impacts that would result from the construction and
operation of the project and provided measures to mitigate potential significant impacts. No
significant and unavoidable impacts were identified.
On October 7, 2015, the Coastal Commission approved the proposed City of Newport
Beach Coastal Land Use Plan (CLUP) amendment with suggested modifications. At the
October meeting, the Coastal Commission also approved Coastal Development Permit
No. 5-14-1785 for the Lido House Hotel. The "Notice of Intent to Issue a Permit" (the
COP) included five standard conditions and eight special conditions.
Special Condition No. 6 addressed lower cost overnight accommodations mitigation and
a mitigation fee of $1,415,232.00. The fee would be paid to the Coastal Commission or
other qualified entity to provide lower cost overnight accommodations in the area. The
City proposed the Fostering Interest in Nature (FiiN) program as a recreation and
educational program that would include overnight accommodations at the Newport Dunes
Resort.
The Coastal Commission also modified the proposed CLUP land use category from Mixed
Use (MU) to Visitor -Serving Commercial, Lido Village (CV-LV). Overall, the Coastal
Commission approved the following:
"Former City Hall Complex at 3300 Newport Blvd and 475 32nd Street (the site):
• At least 75% of the total area of the site shall be 35 feet in height or lower.
• Buildings and structures up to 55 feet in height with the peaks of sloping roofs
and elevator towers up to 60 feet in height, provided it is demonstrated that
development does not adversely impact public views.
• Architectural features such as domes, towers, cupolas, spires, and similar
structures may be up to 65 feet in height.
• Buildings and structures over 35 feet in height, including architectural features,
shall not occupy more than 25 percent of the total area of the site.
• Buildings and structures over 45 feet in height, architectural features, shall not
occupy more than 15 percent of the total area of the site.
• With the exception of a fire station, all buildings and structures over 35 feet in
height, including architectural features, shall be setback a minimum of 60 feet
June 2022
Lido House Hotel
EIR Addendum No. 2
from the Newport Boulevard right-of-way and 70 feet from the 32nd Street right-
of-way.
• A fire station may be located in its current location and may be up to 40 feet in
height. A fire station may include architectural features up to 45 feet in height
to house and screen essential equipment. "
Although the modified language was more restrictive than that proposed by the City, it did
not change the approved Lido House Hotel project and it also would facilitate a future
reconstructed fire station. As a result, the Planning Commission and staff had no
concerns with the changes. When the City approved the CLUP amendment to mixed -use,
the General Plan and Zoning Code were also amended. Given the change to the CLUP,
the General Plan land use category and Zoning Code needed to be modified to be
consistent. Given that the intensity of use did not change, there were no issues related to
Charter Section 423 (Measure S). The changes to the allowed uses within the zoning
district applicable to the project mirrored the CV (Commercial Visitor -Serving) zone. Staff
also modified the development standards relative to the more restrictive height limits
imposed by the Coastal Commission. On November 5, 2015, the Planning Commission
considered the Amendments as modified by the Coastal Commission. At the conclusion
of a noticed public hearing, the Commission approved the amendments and made a
motion to adopt Planning Commission Resolution No. 1999 recommending City Council
approval of the proposed changes to the amendments.
1.2.2 2016 Addendum
In 2016, the Applicant requested amendments of the General Plan, Coastal Land Use Plan,
Zoning Code, Site Development Review and Conditional Use Permit. Proposed changes
included increasing the hotel's maximum gross square footage by 4,745 square feet.
Specifically, the proposed changes included enclosing the previously exterior pre -function
space in front of the hotel ballroom and expanding the main lobby, front and back offices,
spa sitting area, storage areas, and guestroom/suites. The 2016 Addendum evaluated the
proposed modifications to the Approved Project and concluded that the modifications would
not result in new or substantially more severe significant environmental impacts compared
with the impacts disclosed in the Certified EIR. The 2016 Addendum was adopted and the
requested amendments of the General Plan, Coastal Land Use Plan, Zoning Code, Site
Development Review and Conditional Use Permit were approved by the City Council on
July 26, 2016 and approved by the Coastal Commission on March 8, 2017.
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EIR Addendum No. 2
2.0 DESCRIPTION OF PROJECT MODIFICATIONS
2.1 ADDENDUM'S PURPOSE AND NEED
When an EIR has been certified or a negative declaration adopted for a project, no
subsequent or supplemental environmental review documentation shall be required
unless one or more of the following events occurs:
1) Substantial changes are proposed in the project, which will require major revisions
of the previous EIR or negative declaration due to the involvement of new
significant environmental effects or a substantial increase in the severity of
previously identified significant effects;
2) Substantial changes occur with respect to the circumstances under which the
project is undertaken, which will require major revisions of the previous EIR or
negative declaration due to the involvement of new significant environmental
effects or a substantial increase in the severity of previously identified significant
effects; or
3) New information of substantial importance, which was not known and could not
have been known with the exercise of reasonable diligence at the time the previous
EIR was certified as complete or the negative declaration was adopted, shows any
of the following:
A. The project will have one or more significant effects not discussed in the
previous EIR or negative declaration;
B. Significant effects previously examined will be substantially more severe
than shown in the previous EIR;
C. Mitigation measures or alternatives previously found not to be feasible
would in fact be feasible, and would substantially reduce one or more
significant effects of the project, but the project proponents decline to adopt
the mitigation measure or alternative; or
D. Mitigation measures or alternatives which are considerably different from
those analyzed in the previous EIR would substantially reduce one or more
significant effects on the environment, but the project proponents decline to
adopt the mitigation measure or alternative.
When none of the above events has occurred, yet minor technical changes or additions
to the previously adopted negative declaration are necessary, an Addendum may be
prepared (State CEQA Guidelines Section 15164[b]).
9 June 2022
Lido House Hotel
EIR Addendum No. 2
As discussed below, none of the conditions described in State CEQA Guidelines Section
15162 calling for preparation of subsequent environmental review have occurred. This
Addendum supports the conclusion that the proposed project modifications are minor or
technical changes that do not result in any new significant environmental effects or a
substantial increase in the severity of previously identified significant effects. In addition,
as discussed below, the proposed project modifications would not result in any new or
substantially increased significant environmental impacts, no new mitigation measures,
or no new alternatives that would substantially reduce significant impacts. As a result, an
Addendum is an appropriate CEQA document for analysis and consideration of the
proposed project modifications.
Circulation of an Addendum for public review is not necessary (State CEQA Guidelines
Section 15164, subdivision (c)); however, the Addendum must be considered in
conjunction with the adopted Final EIR by the decision -making body (State CEQA
Guidelines Section 15164, subdivision (d)).
CEQA requires a comparative evaluation of a proposed project and alternatives to the
project, including the "No Project" alternative. The EIR addressed a reasonable range of
alternatives for the project. There is no new information indicating that an alternative that
was previously rejected as infeasible is in fact feasible, or that a considerably different
alternative than those previously studied would substantially reduce one or more
significant effects on the environment.
2.2 LOCATION OF PROJECT MODIFICATIONS
The proposed modifications would apply to the same 4.25-acre project site identified and
described in the EIR for the Approved Project. The project site is located at 3300 Newport
Boulevard, at the northeast corner of the intersection of Newport Boulevard and 32nd
Street on the Balboa Peninsula in the Lido Village area of the City.
2.3 COMPONENTS OF PROJECT MODIFICATIONS
The Modified Project proposes to increase the site's maximum allowed gross floor area
by 15,103 gross square feet from 103,470 gross square feet to 118,573 gross square
feet. The proposed modifications are depicted on Exhibit 4, Proposed Conceptual Plan
(Modified Proieco, and include the following components:
• Addition of five cottages encompassing approximately 8,351 square feet in the
southern portion of the site. The cottages would be three stories, ranging
approximately 35 to 39 feet in height. All portions of the cottages above 35 feet are
beyond the 70-foot required setback from 32nd Street. Similar to the existing
cottages, the proposed building elevations include a lighthouse architectural
feature, simple gable roofs, tight overhangs, simple block massing, and wood
siding with a coastal architectural theme, consistent with the Lido Village Design
Guidelines.
10 June 2022
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EIR Addendum No. 2
• Enclosure of approximately 1,466 square feet of storage space on Level 1. The
enclosed storage space would reduce the amount of off -site rented storage space
currently utilized and eliminate off -site trips currently made by hotel staff.
• Addition of 3,481 square feet of covered walkway and pre-function/break out
meeting rooms on Level 1. The expanded pre-function/break out meeting rooms
would allow the hotel to host meetings in closed rooms while keeping the hotel
restaurant and public spaces open for hotel guest use.
• Addition of 600 square feet for a greenhouse breakout sitting room on Level 1.
• Addition of 819 square feet of guest room space on Levels 2, 3, and 4
(approximately 273 square feet each). A total of three guest rooms (one on each
floor) would be enlarged and converted to suites.
• Enclosure of 386 square feet of rooftop terrace area on Level 4.
The Modified Project also proposes to demolish the existing Lido Fire Station No. 2 to
accommodate additional on -site parking spaces. Currently, the hotel provides 148 on -site
surface parking spaces with a valet service that accommodates up to 15 additional valet
stacking spaces for a total of 163 on -site spaces. The Modified Project would reconfigure
the parking lot where the five cottages are proposed. At project completion, the site would
provide 146 surface parking spaces and 11 additional valet stacked spaces for a total of
157 on -site spaces. Additionally, the Modified Project will include 32 bicycle parking
spaces beyond the 10 required by CalGreen, which equates to 8 vehicle parking spaces
bringing the revised total to 165 parking spaces. Lastly, 14 new parking spaces are
proposed for public use outside of the property boundary along Via Oporto.
Vehicular access to the site would remain similar to existing conditions with primary
access provided via Newport Boulevard at the intersection of Newport Boulevard and
Finley Avenue. Secondary vehicular access would be provided via 32nd Street via a
gated access driveway. As part of the Modified Project, the gated driveway along 32nd
Street would be slightly shifted approximately 17.5 feet to the east.
2.4 REQUESTED DISCRETIONARY ACTIONS
The Modified Project requests any necessary amendments to the previously approved
entitlement applications for the Lido House Hotel including Site Development Review No.
SD2016-005 and Conditional Use Permit No. UP2016-015, General Plan Amendment
No. GP2016-001, and Coastal Land Use Plan Amendment No. LC2016-001. The
proposed changes to the project are not substantial and do not involve new approvals or
amendments to the Coastal Commission's certification of LCP-5-NPB-14-0831-3.
11 June 2022
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LIDO HOUSE HOTEL
ADDENDUM TO THE ENVIRONMENTAL IMPACT REPORT
Proposed Conceptual Plan (Modified Project)
Exhibit 4
Lido House Hotel
EIR Addendum No. 2
3.0 ENVIRONMENTAL ASSESSMENT
This comparative analysis has been undertaken to analyze whether the Modified Project
would result in any new or substantially more severe significant environmental impacts
as compared to the Approved Project. The comparative analysis discusses whether
impacts are greater than, less than, or similar to the conclusions discussed in the Certified
EIR and 2016 Addendum.
3.1 AESTHETICS/LIGHT AND GLARE
The Certified EIR determined that the previously analyzed project would result in less
than significant impacts to scenic vistas and scenic highways. However, the Certified EIR
concluded that short-term construction activities could substantially degrade the existing
visual character or quality of the site and its surroundings. Impacts in this regard were
determined to be less than significant with implementation of Mitigation Measure AES-1,
which requires preparation of a Construction Management Plan. The Certified EIR also
concluded that the Approved Project would not substantially degrade the visual character
of the site or its surroundings given the compatible nature of the proposed building
setbacks, massing and scale, building height, and retail/restaurant and hotel uses with
the surrounding land uses. Further, implementation of Mitigation Measure AES-2 would
ensure compliance with the Lido Village Design Guidelines. To reduce potential short-
term light and glare impacts, Mitigation Measure AES-3 would require orienting
construction -related lighting away from adjacent uses and utilizing minimal wattage
necessary to provide safety at the construction site. The 2016 Addendum concluded that
the proposed modifications to the Approved Project would result in similar aesthetics/light
and glare impacts to those identified in the Certified EIR and Mitigation Measures AES-1
through AES-3 would similarly apply.
Generally, the Modified Project would construct five additional cottages in the southern
portion of the site; expand storage space, covered walkways, and pre-function/break out
meeting rooms on Level 1; convert three guest rooms into suites; and create a storage
enclosure on the Level 4 rooftop terrace. With the exception of the five additional cottages,
these nominal project changes would not result in substantial changes to the overall visual
character/quality of the site and its surroundings, as analyzed in the Certified EIR and
2016 Addendum. The five cottages would be constructed on a portion of the hotel's
existing surface parking lot and would be three stories in height, ranging from
approximately 35 to 39 feet. It is acknowledged that all portions of the cottages above 35
feet are beyond the 70-foot required setback from 32nd Street. The cottages would also
be architecturally designed similarly to the existing cottages on -site located adjacent (to
the west) of the proposed cottages and include a lighthouse architectural feature, simple
gable roofs, tight overhangs, simple block massing, and wood siding with a coastal
architectural theme, consistent with the Lido Village Design Guidelines. The proposed
modifications would not substantially increase new sources of light and glare, compared
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EIR Addendum No. 2
to that analyzed in the Certified EIR as the types and sources of lighting, lighting levels,
and building materials would remain substantially the same as the Approved Project and
existing conditions.
Overall, the Modified Project would be similar in character and complement the existing
design and architectural features of the Lido House Hotel. As concluded in the Certified
EIR, implementation of Mitigation Measures AES-1, AES-2, AES-3 and adherence to the
Municipal Code regulations would reduce potential impacts to less than significant levels.
The Modified Project would not result in any new or potentially adverse aesthetic/visual
impacts not previously considered and addressed.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
AES-1 Prior to issuance of any grading and/or demolition permits, whichever occurs
first, a Construction Management Plan shall be submitted for review and
approval by the Director of Community Development. The Construction
Management Plan shall, at a minimum, indicate the equipment and vehicle
staging areas, stockpiling of materials, fencing (i.e., temporary fencing with
opaque material), and haul route(s). Staging areas shall be sited and/or
screened in order to minimize public views to the maximum extent practicable.
Construction haul routes shall minimize impacts to sensitive uses in the City by
avoiding local residential streets.
AES-2 Prior to issuance of a building or grading permit for new construction, the
Landscape Concept Plan and Plant Palette shall be submitted to the Director
of Community Development for review and approval. Landscaping shall
complement the proposed site design and surrounding streetscape and must
also be consistent with the Lido Village Design Guidelines.
AES-3 All construction -related lighting shall be located and aimed away from adjacent
residential areas and consist of the minimal wattage necessary to provide
safety and security at the construction site. A Construction Safety Lighting Plan
shall be approved by the City Engineer prior to issuance of the grading permit
application.
3.2 AGRICULTURE AND FORESTRY RESOURCES
The Certified EIR determined that no impact to farmland, timberland, agricultural, or forest
land activity would result, as these types of resources do not exist on or near the project
site.
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EIR Addendum No. 2
As was the case with the Approved Project and 2016 Addendum, the Modified Project
would not result in any impacts to farmland, agricultural uses, or forest land. The Modified
Project proposes the same land use type as analyzed in the Certified EIR and 2016
Addendum on the same project site. Therefore, no new or substantially more severe
impacts have been identified.
Mitigation Measures
No mitigation measures are required.
3.3 AIR QUALITY
The Certified EIR determined upon implementation of Mitigation Measures AQ-1 and AQ-
2, development of the Approved Project would not result in significant air quality impacts
during project construction and operation in regard to project consistency with the
applicable air quality management plans or result in significant cumulative air quality
impacts along with implementation of other development in the project area. Similarly, the
2016 Addendum concluded that no new impacts were identified and no additional
mitigation measures would be required for the analyzed modifications.
Construction activities associated with the Modified Project would occur over
approximately 17 months, with approximately 1,100 cubic yards of soils to be exported.
These project changes would not result in a substantial increase in criteria pollutant
emissions, including PM10 and PM2.5, in a manner that would exceed SCAQMD
significance thresholds during project construction or operations. Further, it is
acknowledged that Mitigation Measures AQ-1 and AQ-2 would still apply to the Modified
Project. Mitigation Measure AQ-1 would require the project to comply with SCAQMD-
required dust reduction measures, and Mitigation Measure AQ-2 would reduce emissions
associated with the hauling of excavated or graded material. With implementation of
Mitigation Measures AQ-1 and AQ-2, the Modified Project would not result in any new or
potentially adverse construction -related air quality impacts not previously considered and
addressed in the Certified EIR and 2016 Addendum.
While the Modified Project would construct five additional cottages on -site, long-term
operational impacts from stationary sources (e.g., mechanical equipment, landscaping,
and heating, ventilation, and air conditioning [HVAC] equipment) would be similar to
existing conditions and would not substantially increase operational emissions. Further,
as detailed in the Vehicle Miles Traveled (VMT) Assessment for the Proposed Lido House
Hotel Expansion Project, Newport Beach (VMT Assessment), prepared by Linscott Law
& Greenspan, Engineers, dated November 22, 2021, the Modified Project is anticipated
to generate approximately 40 daily trips; refer to Attachment 3, Vehicle Miles Traveled
Assessment. As a project that generates less than 300 daily vehicle trips, the Modified
Project is considered to have a less than significant transportation impact pursuant to the
City of Newport Beach Traffic Impact Analysis Guidelines, dated August 2020.
Additionally, the Modified Project proposes additional enclosed storage space on Level
1, which would reduce the amount of off -site rented storage space currently utilized and
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EIR Addendum No. 2
eliminate off -site trips currently made by hotel staff. Consequently, operational air quality
impacts from mobile sources would not be significant. As such, no new impacts are
identified for the Modified Project and no new mitigation measures are required.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
AQ-1 Prior to issuance of any Grading Permit, the Director of Public Works and the
Building Official shall confirm that the Grading Plan, Building Plans, and
specifications stipulate that, in compliance with SCAQMD Rule 403, excessive
fugitive dust emissions shall be controlled by regular watering or other dust
prevention measures, as specified in the SCAQMD's Rules and Regulations.
In addition, SCAQMD Rule 402 requires implementation of dust suppression
techniques to prevent fugitive dust from creating a nuisance off -site.
Implementation of the following measures would reduce short-term fugitive
dust impacts on nearby sensitive receptors:
• All active portions of the construction site shall be watered every three hours
during daily construction activities and when dust is observed migrating
from the project site to prevent excessive amounts of dust;
• Pave or apply water every three hours during daily construction activities or
apply non -toxic soil stabilizers on all unpaved access roads, parking areas,
and staging areas. More frequent watering shall occur if dust is observed
migrating from the site during site disturbance;
• Any on -site stockpiles of debris, dirt, or other dusty material shall be
enclosed, covered, or watered twice daily, or non -toxic soil binders shall be
applied;
• All grading and excavation operations shall be suspended when wind
speeds exceed 25 miles per hour;
• Disturbed areas shall be replaced with ground cover or paved immediately
after construction is completed in the affected area;
• Track -out devices such as gravel bed track -out aprons (3 inches deep, 25
feet long, 12 feet wide per lane and edged by rock berm or row of stakes)
shall be installed to reduce mud/dirt trackout from unpaved truck exit routes.
Alternatively, a wheel washer shall be used at truck exit routes;
• On -site vehicle speed shall be limited to 15 miles per hour;
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EIR Addendum No. 2
• All material transported off -site shall be either sufficiently watered or
securely covered to prevent excessive amounts of dust prior to departing
the job site; and
• Trucks associated with soil -hauling activities shall avoid residential streets
and utilize City -designated truck routes to the extent feasible.
AQ-2 All trucks that are to haul excavated or graded material on -site shall comply
with State Vehicle Code Section 23114 (Spilling Loads on Highways), with
special attention to Sections 23114(b)(F) and (e)(4) as amended, regarding the
prevention of such material spilling onto public streets and roads. Prior to the
issuance of grading permits, the Applicant shall coordinate with the appropriate
City of Newport Beach Engineer on hauling activities compliance.
3.4 BIOLOGICAL RESOURCES
The Certified EIR determined that no impacts to biological resources would result as the
project site is already heavily developed and landscaped with ornamental vegetation.
However, the ornamental vegetation within the landscaped areas has the potential to
provide suitable nesting opportunities for avian species. Impacts in this regards were
determined to be less than significant with implementation of Mitigation Measure 13I0-1,
which recommends vegetation removal activities be scheduled outside of the nesting
season (typically February 15 to August 15) or a qualified biologist may conduct a survey
prior to commencement of clearing and provide an adequate buffer zone if active nests
are detected. Additionally, it should be noted that the Certified EIR determined that no
jurisdictional resources are located within the project site.
According to the Certified EIR, six trees on the project site have been designated by the
City of Newport Beach as "special trees". These include two existing ficus trees (Ficus
microcarpa), two Pinus halepensis tree (one of which is dedicated to Walter Knott), a
Ficus benjamina (dedicated to William Covert) and a Harpephyllum caffrum (the Freedom
Tree). Mitigation Measures BIO-2, BIO-3, and BIO-4 provide guidance for relocating and
rededicating the special trees that cannot be retained, reducing impacts to less than
significant levels.
The 2016 Addendum similarly found that the proposed modifications would not result in
any new, different, or potentially adverse impacts to biological resources not previously
considered or addressed in the Certified EIR.
The Modified Project would be similar in land use and development footprint to the
Approved Project. While the Modified Project would demolish the existing fire station to
develop additional on -site parking, the fire station parcel is fully developed and demolition
would not adversely impact any sensitive/special-status biological resources. The
proposed modifications would result in similar biological impacts as that analyzed in the
Certified EIR and 2016 Addendum. Impacts to ornamental trees on -site would be reduced
to less than significant levels with implementation of Mitigation Measure BIO-1. As such,
17 June 2022
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EIR Addendum No. 2
the Modified Project would not result in any new or potentially adverse biological impacts
not previously considered and addressed.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
1310-1 To the extent feasible, all vegetation removal activities shall be scheduled
outside of the nesting season (typically February 15 to August 15) to avoid
potential impacts to nesting birds. However, if initial vegetation removal occurs
during the nesting season, all suitable habitat shall be thoroughly surveyed for
the presence of nesting birds by a qualified biologist prior to commencement of
clearing. If any active nests are detected, a buffer of at least 300 feet for raptors
shall be delineated, flagged, and avoided until the nesting cycle is complete as
determined by the City.
3.5 CULTURAL RESOURCES
The Certified EIR determined that no impacts to historical resources would occur as a
result of the Approved Project, and that compliance with Federal and State regulations
and General Plan policies, and implementation of Mitigation Measures CUL-1 and CUL-
2 would reduce impacts related to any previously undiscovered paleontological,
archaeological, and cultural resources to less than significant levels. Similarly, the 2016
Addendum also concluded that no new impacts were identified and no additional
mitigation measures would be required for the analyzed project modifications.
The proposed modifications under the Modified Project would apply to the same 4.25-
acre project site identified and described in the Certified EIR for the Approved Project.
However, the Modified Project would demolish the existing Lido Fire Station No. 2, which
was not analyzed under the Certified EIR or 2016 Addendum. Therefore, the Cultural
Resources Technical Memorandum for The Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
(Cultural Resources Technical Memorandum), prepared by Michael Baker International
and dated December 13, 2021, evaluates potential impacts of the Modified Project on the
fire station site; refer to Attachment 1, Cultural Resources Technical Memorandum. The
Cultural Resources Technical Memorandum summarizes a records search conducted at
the South Central Coastal Information Center (SCCIC), literature and historical map
review, a built environment survey, archaeological sensitivity analysis, and California
Register of Historical Resources (CRHR) evaluation of the Lido Fire Station No. 2.
Based on the literature and historical map review, Lido Fire Station No. 2 was constructed
at 475 32nd Street, east of the former City Hall, in 1953. The building is depicted in aerial
photographs and maps dating to the 1950s and 1960s. By 1963, the north side of the fire
station was developed into a parking lot. The original fire station building was expanded
18 June 2022
Lido House Hotel
EIR Addendum No. 2
with an additional space in 1966 and 1994. Lido Fire Station No. 2 is not listed in the Built
Environment Resource Directory. According to a review of historical city directories, the
property has been occupied by the Newport Beach Fire Department since its construction.
Archaeological Site Sensitivity Analysis
The fire station site is located within a highly developed commercial area adjacent to the
Lido House Hotel. Previous ground disturbances include the construction of the existing
fire station building and paved parking lot. The fire station site is completely hardscaped
with no exposed or native soils. According to the SCCIC records search, no previously
recorded cultural resources were identified within the project area or a 0.25-mile search
radius. Additionally, the fire station site is underlain by Beaches soil series consisting of
sandy, gravelly, or cobbly coastal shores that are washed and rewashed by tidal and
wave action. These areas may be partly covered with water during high tides or stormy
periods and support little to no vegetation. Runoff is slow and the erosion hazard is high.
These soils have a very low potential for buried archeological sites.
Between 1934 and 1936, the federal government and the County of Orange dredged the
Lower Bay, extended jetties, and created the present-day contour of Newport Beach. The
dredging and earthmoving would have likely impacted all prehistoric cultural resources in
the project area. This analysis is supported by map and aerial photograph analysis.
Therefore, the buried archaeological site sensitivity for the fire station site and general
project area is negligible.
California Register of Historical Resources Evaluation
The Cultural Resources Technical Memorandum included an evaluation of Lido Fire
Station No. 2 for its eligibility to the CRHR. To be eligible for listing in the California
Register, a property must be at least 50 years of age (resources less than 50 years of
age may be eligible if they can demonstrate that sufficient time has passed to understand
its historical importance) and possess significance at the local, State, or national level,
under one or more of the following criteria:
• Criterion 1. It is associated with events that have made a significant contribution to
the broad patterns of California's history and cultural heritage;
• Criterion 2. It is associated with the lives of persons important in our past;
• Criterion 3. It 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 value; and/or
• Criterion 4. It has yielded, or may yield, information important in history or
prehistory.
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EIR Addendum No. 2
In addition to meeting a significance criterion, a property must also have integrity or the
ability to convey its significance under a majority of the seven aspects of integrity: location,
design, materials, workmanship, setting, feeling, and association.
Based on the analysis, the Lido Fire Station No. 2 was determined to lack historic
significance under the four identified criteria. In addition, the fire station building has lost
integrity to the period of its initial construction. The property retains integrity of its location
and setting on 32nd Street on the Balboa Peninsula of Newport Beach. The property also
retains integrity of association, as it has remained in use as a Newport Beach Fire
Department fire station throughout its history. However, its integrity of design, materials,
workmanship, and feeling have diminished through substantial alterations. Large second -
story additions were constructed in 1966 and 1994. Other changes include the
reconfiguration of the street -facing vehicle entrances and replacement of exterior
fenestration. Lacking both historic significance and integrity, Lido Fire Station No. 2 is not
eligible for listing in the CRHR and is not considered a historical resource as defined
under CEQA Guidelines Section 15064.5(a).
Overall, given the existing development on the project site from prior development (Lido
House Hotel and Lido Fire Station No. 2) and the geology of the project area, any
archaeological, paleontological, and cultural resources within the project site have likely
been discovered or disrupted. As such, the proposed modifications would not result in
any additional impacts to cultural resources, compared to the Approved Project. Mitigation
Measure CUL-1 would still apply to the Modified Project and would require an
archaeologist and a Native American Monitor to be present during earth removal or
disturbance activities related to rough grading and other excavation for utilities. Therefore,
no new impacts have been identified and no new mitigation measures are required.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
CUL-1 An archaeologist and a Native American Monitor appointed by the City of
Newport Beach shall be present during earth removal or disturbance activities
related to rough grading and other excavation for utilities. If any earth removal
or disturbance activities result in the discovery of cultural resources, the Project
proponent's contractors shall cease all earth removal or disturbance activities
in the vicinity and immediately notify the City selected archaeologist and/or
Native American Monitor, who shall immediately notify the Director of
Community Development. The City selected archaeologist shall evaluate all
potential cultural findings in accordance with standard practice, the
requirements of the City of Newport Beach Cultural Resources Element, and
other applicable regulations. Consultation with the Native American Monitor,
the Native American Heritage Commission, and data/artifact recovery, if
deemed appropriate, shall be conducted.
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3.6 ENERGY
The Certified EIR did not evaluate energy as it was not required in the CEQA Guidelines
at the time the EIR was prepared in 2014. Additionally, Public Resources Code Section
21100(b)(3) and CEQA Guidelines Section 15126.4 require EIRs to describe, where
relevant, the wasteful, inefficient, and unnecessary consumption of energy caused by a
project. Thus, the effect of energy usage could have been raised in 2014 when the City
considered the EIR. A challenge to an EIR must be brought within 30 days of the lead
agency's notice of approval. (Pub. Resources Code, § 21167[b].) Under Public Resources
Code Section 21166(c), an agency may not require a supplemental environmental review
unless new information, which was not known and could not have been known at the time
the EIR was approved, becomes available. After a project has been subjected to
environmental review, the statutory presumption flips in favor of the project proponent
and against further review. (Moss v. County of Humboldt [2008] 162 Cal.AppAth 1041,
1049-1050.) "`[S]ection 21166 comes into play precisely because in-depth review has
already occurred [and] the time for challenging the sufficiency of the original EIR has long
since expired."' (ld., 1050.) There is no competent evidence of new information of severe
impact, and thus the City may rely on an addendum. Accordingly, the City finds that
energy is not "new information" under Public Resources Code Section 21166.
Nonetheless, energy considerations were analyzed in Section 5.12, Public Services and
Utilities, and Section 6.4, Energy Conservation, of the Certified EIR despite not addressed
in a standalone EIR section. Specifically, the Certified EIR determined that the Approved
Project would not create additional demand on electricity or natural gas due to the
relatively small electricity and natural gas demand of the Approved Project as compared
to service capacities of Southern California Edison (SCE) and Southern California Gas
Company (SCGC).
Development in accordance with the Modified Project is required to comply with
mandated energy efficiency programs and regulations included in the California Building
Energy Efficiency Standards (Title 24) of the California Building Code (CBC). The
standards require developers to provide windows, insulation, lighting, ventilation systems,
and other features that reduce energy consumption in homes and businesses. Further,
the proposed cottages and improvements to the existing hotel building would be required
to comply with more recently adopted or updated State and local energy efficiency
standards since the Certified EIR and 2016 Addendum were approved. The 2019
California Green Building Standards Code (California Code of Regulations, Title 24, Part
11), commonly referred to as CALGreen, went into effect on January 1, 2017. CALGreen
requires that new buildings employ water efficiency and conservation, increase building
system efficiencies, divert construction waste from landfills, and incorporate electric
vehicles charging infrastructure. Additionally, the City adopted the City of Newport Beach
Energy Action Plan (EAP) in July 2013. The EAP aims to provide a roadmap for the City
to reduce greenhouse gas (GHG) emissions through reductions in energy used in facility
buildings and operations. The EAP identifies past energy measures that have been
implemented and present measures that currently being implemented, all of which
contribute towards the City's energy reduction goal. In addition, the EAP identifies other
potential energy reduction measures that the City could consider for future
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implementation. The project would adhere to all Federal, State, and local requirements
for energy efficiency, including Title 24 standards and the City's EAP. Overall, the
Modified Project would not result in the inefficient, wasteful, or unnecessary consumption
of energy and a less than significant impact would occur. As noted above, the City has
determined that energy does not constitute new information under Public Resources
Code Section 21166.
Mitigation Measures
No mitigation measures are required.
3.7 GEOLOGY AND SOILS
The Certified EIR determined that implementation of the Approved Project would likely be
subject to significant earthquake ground motion, given the seismic character of the
southern California region and proximity to active and potentially active faults.
Additionally, the Certified EIR determined that the project site has a moderate potential
for adverse effects of liquefaction due to seismically -induced settlement. Compliance with
the City's grading and building requirements, including the most current California
Building Code (CBC), and Municipal Code, as well as implementation of the Mitigation
Measure GEO-1 would reduce potential Approved Project impacts related to seismic
ground shaking to a less than significant level. Further, the 2016 Addendum concluded
that the proposed modifications to the Approved Project would be similar to those
identified in the Certified EIR.
The Certified EIR determined that implementation of the Approved Project would result in
less than significant impacts to soil erosion or loss of topsoil with implementation of
Mitigation Measure AQ-1 (refer to Section 3.3, Air Quality) and compliance with NPDES
requirements. With the implementation of Mitigation Measure GEO-1, impacts resulting
from unstable geologic units or unstable soil, and expansive soils were also concluded to
be less than significant. According to the Certified EIR, on -site soils would be considered
corrosive to copper unless a corrosion engineer determines otherwise. Compliance with
the CBC and Mitigation Measures GEO-1 and GEO-2 (which requires a corrosion
engineer to be consulted during preparation of the Final Soils/Geotechnical Engineering
Report) would reduce potential impacts associated with corrosive soils to a less than
significant level. The Approved Project would not have involved the use of septic tanks or
alternative wastewater disposal systems. Therefore, no impacts would result in this
regard.
The proposed modifications would result in similar impacts regarding geology and soils,
as the proposed development area would remain the same as that previously analyzed
in the Certified EIR. Further, the proposed modifications would not result in an increase
in adverse effects involving the exposure of persons and property to seismic activity and
landslides. Similar to that identified in the Certified EIR, compliance with the City's grading
and building requirements, including the most current CBC and Municipal Code, as well
as implementation of Mitigation Measures GEO-1 and GEO-2 would reduce impacts to
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less than significant levels. Further, potential impacts in regard to paleontological
resources would be reduced to less than significant levels with implementation of
Mitigation Measure CUL-2, which requires a qualified paleontologist to prepare a
Paleontological Resource Monitoring and Mitigation Program prior to earth removal or
disturbance activities at the project site and to monitor all earth removal or disturbance
activities related to rough grading and other excavation activities. No new impacts have
been identified and no new mitigation measures are required.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
GEO-1 All grading operations and construction shall be conducted in conformance with
the recommendations included in the geotechnical report for the proposed
project site prepared by GMU Geotechnical, Inc., titled Report of Geotechnical
Investigation, Lido House Hotel — City Hall Site Reuse Project, 3300 Newport
Boulevard, City of Newport Beach, California (December 4, 2013) (included in
Appendix 11.6 of t4s the Certified EIR and incorporated by reference into this
mitigation measure). Design, grading, and construction shall be performed in
accordance with the requirements of the City of Newport Beach Building Code
and the California Building Code applicable at the time of grading, appropriate
local grading regulations, and the recommendations of the project geotechnical
consultant as summarized in a final written report, subject to review by the City
of Newport Beach Building Official or designee prior to commencement of
grading activities.
GEO-2 Prior to issuance of a building permit, the City of Newport Beach Building
Official or designee shall verify that the City has retained the services of a
licensed corrosion engineer to provide detailed corrosion protection measures.
Where steel may come in contact with on -site soils, project construction shall
include the use of steel that is protected against corrosion. Corrosion protection
may include, but is not limited to, sacrificial metal, the use of protective
coatings, and/or cathodic protection. Additional site testing and final design
evaluation regarding the possible presence of significant volumes of corrosive
soils on site shall be performed by the project geotechnical consultant to refine
and enhance these recommendations. On -site inspection during grading shall
be conducted by the project geotechnical consultant and City Building Official
to ensure compliance with geotechnical specifications as incorporated into
project plans.
CUL-2 An Orange County Certified Paleontologist appointed by the City of Newport
Beach shall prepare a Paleontological Resource Monitoring and Mitigation
Program prior to earth removal or disturbance activities at the project site. The
City selected paleontologist shall be present during earth removal or
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disturbance activities related to rough grading and other excavation for utilities.
Paleontological monitoring shall include inspection of exposed rock units during
active excavations within sensitive geologic sediments. If any earth removal or
disturbance activities result in the discovery of paleontological resources, the
Project proponent's contractors shall cease all earth removal or disturbance
activities in the vicinity and immediately notify the City selected paleontologist
who shall immediately notify the Community Development Director. The City
selected paleontologist shall evaluate all potential paleontological findings in
accordance with the Paleontological Resource Monitoring and Mitigation
Program Monitoring, standard practice, the requirements of the City of Newport
Beach Historic Resources Element, and other applicable regulations. Upon
completion of the fieldwork, the City selected paleontologist shall prepare a
Final Monitoring and Mitigation Report to be filed with the City and the
repository to include, but not be limited to, a discussion of the results of the
mitigation and monitoring program, an evaluation and analysis of the fossils
collected (including an assessment of their significance, age, geologic context),
an itemized inventory of fossils collected, a confidential appendix of locality and
specimen data with locality maps and photographs, and an appendix of
curation agreements and other appropriate communications.
3.8 GREENHOUSE GAS EMISSIONS
The Certified EIR determined that the Approved Project would result in approximately
2,031.2 metric tons (MT) of carbon dioxide equivalents per year (MTCO2eq/yr), which is
below the SCAQMD's significance threshold of 3,000 MTCO2eq/yr. Thus, the Approved
Project would result in a less than significant GHG impact. Similarly, the 2016 Addendum
also concluded that no new impacts were identified and no additional mitigation measures
would be required for the analyzed project modifications.
The Modified Project would demolish an existing fire station and construct five additional
cottages on -site, among other hotel improvements. Given that the Approved Project
would not exceed the SCAQMD significance threshold, the minor proposed modifications
also would not result in GHG emissions in exceedance of the 3,000 MTCO2eq/yr
threshold. Additionally, the proposed use (i.e., hotel) would be consistent with the existing
land use conditions. Further, as discussed above, the project is considered to have a less
than significant transportation impact pursuant to the City of Newport Beach Traffic Impact
Analysis Guidelines, dated August 2020. Additionally, the Modified Project proposes to
provide additional enclosed storage space on Level 1, which would reduce the amount of
off -site rented storage space currently utilized and eliminate off -site trips currently made
by hotel staff. Consequently, operational GHG emissions impacts associated with the
Modified Project would be less than significant.
As detailed above, the Modified Project is also required to comply with mandated energy
efficiency programs and regulations included Title 24 of the CBC and CALGreen, both of
which were recently adopted or updated since the Certified EIR and 2016 Addendum
were approved. Additionally, the City adopted the EAP in 2013, which aims to provide a
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roadmap for the City to reduce GHG emissions through reductions in energy used in
facility buildings and operations. As such, although the project would increase the total
square footage of the existing Lido House Hotel, GHG emissions from the Modified
Project is not anticipated to exceed the SCAQMD's 3,000 MTCO2eq/yr significance
threshold. As such, a less than significant impact would occur in this regard. No new
impacts are identified and no new mitigation measures are required.
Mitigation Measures
No mitigation measures are required.
3.9 HAZARDS AND HAZARDOUS MATERIALS
The Certified EIR determined that with implementation of Mitigation Measures HAZ-1
through HAZ-5 and compliance with applicable Federal, State, and local regulatory
requirements, impacts associated with potential accidental releases of hazardous
materials that may be present in on -site soils would be reduced to less than significant
levels. Further, the Certified EIR determined that hazards impacts pertaining to an airport
land use plan or a nearby private airstrip, nearby school, wildland fires, accidental
conditions involving the use, transport, or disposal of hazardous materials, and adopted
emergency response plan or evacuation plan were determined to be less than significant
or not significant. Similarly, the proposed modifications analyzed in the 2016 Addendum
were also determined to result in no new impacts.
The proposed modifications would result in similar grading and construction activities to
what was previously analyzed in the Certified EIR and 2016 Addendum. However, the
Modified Project would demolish an existing fire station. Due to the age of this existing
fire station (constructed as early as 1953), there is the potential for asbestos -containing
materials (ACMs) and lead -based paints (LBPs), as well as other potential hazardous
materials to be present in association with the building materials. Thus, demolition of the
structures could expose construction personnel and the public to ACMs or LBPs. The
Modified Project would be required to comply with existing regulations associated with
demolition. Further, Mitigation Measures HAZ-1 through HAZ-5 would still apply to the
Modified Project. Implementation of Mitigation Measures HAZ-1 and HAZ-2 would ensure
that potential impacts pertaining to hazardous building materials would be reduced to less
than significant levels. Additionally, Mitigation Measures HAZ-3 through HAZ-5 would
reduce minimize potential risks from existing transformers on -site, potentially
contaminated in -fill soils, and previously unknown wastes or suspect materials during
project construction. No substantial changes in the severity of impacts would result from
the Modified Project. Overall, as the project site location and the nature of the proposed
operations would remain the same (i.e., hotel use), potential impacts pertaining to the
use, transport, or disposal of hazardous materials would not increase, compared to that
analyzed in the Certified EIR and 2016 Addendum. Thus, no new impacts are identified
for the Modified Project and no new mitigation measures are required.
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Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
HAZ-1 Prior to demolition activities, an asbestos survey shall be conducted by an
Asbestos Hazard Emergency Response Act (AHERA) and California Division
of Occupational Safety and Health (Cal/OSHA) certified building inspector to
determine the presence or absence of asbestos containing -materials (ACMs).
If ACMs are located, abatement of asbestos shall be completed prior to any
activities that would disturb ACMs or create an airborne asbestos hazard.
Asbestos removal shall be performed by a State certified asbestos containment
contractor in accordance with the South Coast Air Quality Management District
(SCAQMD) Rule 1403.
HAZ-2 If paint is separated from building materials (chemically or physically) during
demolition of the structures, the paint waste shall be evaluated independently
from the building material by a qualified Environmental Professional. If lead -
based paint is found, abatement shall be completed by a qualified Lead
Specialist prior to any activities that would create lead dust or fume hazard.
Lead -based paint removal and disposal shall be performed in accordance with
California Code of Regulation Title 8, Section 1532.1, which specifies exposure
limits, exposure monitoring and respiratory protection, and mandates good
worker practices by workers exposed to lead. Contractors performing lead -
based paint removal shall provide evidence of abatement activities to the City
Engineer.
HAZ-3 Any transformers to be removed or relocated during grading/construction
activities shall be evaluated under the purview of the local utility purveyor
(Southern California Edison) in order to confirm or deny the presence of PCBs.
In the event that PCBs are identified, the local utility purveyor shall identify
proper handling procedures regarding potential PCBs.
HAZ-4 The Contractor shall verify that all imported soils, and on -site soils proposed
for fill, are not contaminated with hazardous materials above regulatory
thresholds in consultation with a Phase II/Site Characterization Specialist. If
soils are determined to be contaminated above regulatory thresholds, these
soils shall not be used as fill material within the boundaries of the project site,
unless otherwise specified by a regulatory agency that has jurisdiction to
oversee hazardous substance cleanup (e.g., Department of Toxic Substances
Control, Regional Water Quality Control Board, Orange County Health Care
Agency, etc.).
HAZ-5 If unknown wastes or suspect materials are discovered during construction by
the contractor that are believed to involve hazardous waste or materials, the
contractor shall comply with the following:
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• Immediately cease work in the vicinity of the suspected contaminant, and
remove workers and the public from the area;
• Notify the Community Development Director of the City of Newport Beach;
• Secure the area as directed by the Community Development Director; and
• Notify the Orange County Health Care Agency's Hazardous Materials
Division's Hazardous Waste/Materials Coordinator (or other appropriate
agency specified by the Community Development Director). The Hazardous
Waste/Materials Coordinator shall advise the responsible party of further
actions that shall be taken, if required.
3.10 HYDROLOGY AND WATER QUALITY
The Certified EIR and 2016 Addendum determined that with implementation of Mitigation
Measures HWQ-1, HWQ-2, and HWQ-3, which would ensure adherence to construction
requirements per the State, potential impacts pertaining to the violation of any water
quality standards or waste discharge requirements, and degradation of water quality
during construction activities, would be less than significant. According to the Certified
EIR, drainage during construction and operations would have a less than significant
impact on the existing storm drain infrastructure. Post -construction water quality impacts
would also be reduced to a less than significant level with implementation of Mitigation
Measure HWQ-4, requiring the submittal of a Final Water Quality Management Plan
(WQMP). Impacts involving seiche or mudflow, would also be less than significant.
Implementation of the City of Newport Beach Emergency Operations Plan (EOP) would
reduce potential impacts associated with the inundation by a tsunami to less than
significant levels. Other impacts involving a 100-year flood plain, flooding as a result of
the failure of a levee or dam, and groundwater depletion/recharge, would not occur.
The proposed drainage and impervious area associated with the proposed Modified
Project would be similar to what was previously considered in the Certified EIR and 2016
Addendum. While five additional cottages and associated parking would be constructed
on -site, the improvements would redevelop a portion of the site's surface parking lot,
which is already impervious. According to the Lido House Hotel Redevelopment Project
Preliminary Amended Water Quality Management Plan (Preliminary WQMP), prepared
by Fuscoe Engineering, Inc., and amended June 14, 2021, the Modified Project would
include Low Impact Development (LID) features and best management practices (BMPs)
through pervious pavement and infiltration galleries; refer to Attachment 2, Preliminary
Water Quality Management Plan. The addition of the five cottages would impact local,
on -site drainage patterns on the eastern portion of the site but would not alter final
drainage courses, volumes or flowrates. No significant change in impervious coverage
would occur. According to the Preliminary WQMP, the Modified Project would reduce
runoff to off -site storm drain facilities by slightly less than two percent and would maintain
the historic drainage patterns with the exception that flows are no longer routed north
through the Via Lido Shopping area. Due to the shallow depths of the adjacent public
storm drain catch basins and the need to treat low flows to conform to the LID
requirements and the County of Orange Drainage Area Management Plan, the Modified
Project would continue using primarily surface flow with localized area drains to drain the
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site. This method would maximize the potential for runoff infiltration which is the primary
BMP for water quality purposes. Localized area drains are proposed along landscaping
adjacent to the new cottage building and to drain the courtyard/pool area. Runoff from all
roofs and parking areas would be collected and directed through a system structural
BMPs of gravel underground infiltration galleries and pervious pavement. All other flows
are anticipated to be overland. Overall, the Modified Project would slightly reduce runoff
to off -site storm drain facilities while maintaining drainage patterns similar to existing
conditions. Like the Approved Project, the Modified Project would be required to comply
with City and State regulations. Mitigation Measures HWQ-1 through HWQ-3 would also
still apply to the Modified Project. Thus, potential impacts associated with construction
activities and long-term operations in this regard would be less than significant. No new
impacts or substantially more severe impacts have been identified and no new mitigation
measures are required.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
HWQ-1 Prior to Grading Permit issuance and as part of the project's compliance with
the NPDES requirements, a Notice of Intent (NOI) shall be prepared and
submitted to the State Water Resources Quality Control Board (SWRCB),
providing notification and intent to comply with the State of California General
Permit.
HWQ-2 The proposed project shall conform to the requirements of an approved Storm
Water Pollution Prevention Plan (SWPPP) (to be applied for during the Grading
Plan process) and the NPDES Permit for General Construction Activities No.
CAS000002, Order No, 2009-0009-DWQ, including implementation of all
recommended Best Management Practices (BMPs), as approved by the State
Water Resources Quality Control Board (SWRCB).
HWQ-3 Upon completion of project construction, the project applicant shall submit a
Notice of Termination (NOT) to the State Water Resources Control Board
(SWRCB) to indicate that construction is complete.
HWQ-4 Prior to issuance of a grading permit, the project applicant shall submit a Final
Water Quality Management Plan for approval by the Building Official that
complies with the requirements of the latest Orange County Public Works
Drainage Area Management Plan.
3.11 LAND USE AND PLANNING
The Certified EIR determined that implementation of the Approved Project would not
result in any impacts relating to the division of an established community or conflicts with
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a habitat conservation plan or natural community conservation plan. The Certified EIR
proposed amendments to the City of Newport Beach Coastal Land Use Plan (CLUP) to
eliminate inconsistencies (i.e., amend the land use designation from Public Facilities [PF]
to Mixed -Use [MU] and increase new development bulk and height limits). Similar to the
CLUP amendments, the Approved Project included a General Plan Land Use Element
and Land Use Map Amendment to update the land use designation from Public Facilities
(PF) to Mixed -Use Horizontal 5 (MU-H5), which would allow for development limitations
of 98,725 square feet of hotel use. The Approved Project also required a Zone Code
Amendment to create a new mixed -use zoning district, Mixed Use — Lido Village (MU-
LV), in order to implement the MU-H5 land use designation at the project site. The
Certified EIR determined that City approval of the requested General Plan Land Use
Element Amendment would result in the Approved Project's compliance with the intended
use and development limits for the MU-H5 designation. Lastly, the Certified EIR
determined that the Approved Project would not conflict with the Lido Village Design
Standards. It is acknowledged that the Coastal Commission modified the proposed CLUP
land use category to Visitor -Serving Commercial, Lido Village (CV-LV) and made
changes to Policy 4.4.3-1 making it more restrictive (not taller). The City accepted these
changes subsequent to the Coastal Commission action and made the appropriate CEQA
findings in a staff report for the November 24, 2015 City Council hearing.
The proposed project modifications analyzed in the 2016 Addendum required
amendments to the General Plan, CLUP, and Zone Code to increase the maximum
intensity of development on -site by 4,745 square feet, and a Site Development Review
and Conditional Use Permit. The 2016 Addendum concluded that the requested
modifications to the project would not result in substantial changes compared to the
development scenario analyzed in the Certified EIR.
The Modified Project proposes to increase the total square footage of the hotel from
103,470 square feet to 118,573 square feet (an increase of 15,103 square feet) to
primarily accommodate the five additional cottages and expanded storage spaces,
meeting rooms, and guest suites. As such, the Modified Project requests any necessary
amendments to the previously approved entitlement applications for the Lido House Hotel
including Site Development Review No. SD2016-005 and Conditional Use Permit No.
UP2016-015, General Plan Amendment No. GP2016-001, and Coastal Land Use Plan
Amendment No. LC2016-001. Upon approval of the requested entitlements, the Modified
Project would be consistent with applicable land use plans/zoning, including the General
Plan, CLUP, and Zone Code. No new impacts or substantially more severe land use
impacts have been identified and no new mitigation measures are required.
Mitigation Measures
No mitigation measures are required.
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3.12 MINERAL RESOURCES
The Certified EIR and 2016 Addendum determined that the Approved Project, as
amended, would result in no impacts pertaining to the loss of availability of a known
mineral resource that would be of value to the region or the state or to the loss of
availability of a locally -important mineral resource.
As discussed in the Certified EIR and 2016 Addendum, the project site is not located
within an area of known mineral resources, either of regional or local value. The project
location remains unchanged under the Modified Project. As such, no new impacts have
been identified and no new mitigation measures are required.
Mitigation Measures
No mitigation measures are required.
3.13 NOISE
The Certified EIR determined upon implementation of Mitigation Measure N-1 and
compliance with the City's permitted construction hour limits pursuant to Municipal Code
Section 10.28.040, Construction Activity —Noise Regulations), development of the
Approved Project would not result in significant noise impacts during project construction
and operation. Further, as the Approved Project is not subject to an adopted airport land
use plan or private airstrip, no impacts would occur in this regard. Similarly, the 2016
Addendum concluded that noise impacts resulting from the proposed hotel building
expansion would be similar to those identified for the Approved Project in the Certified
EIR.
The Modified Project would include demolishing an existing fire station and constructing
five additional cottages and various improvements to the existing hotel building.
Construction would occur for approximately 17 months, with approximately 1,100 cubic
yards of soils exported over two days. These proposed modifications would not result in
a substantial increase in construction noise in a manner that would exceed the City's
exterior and interior noise standards per Municipal Code Chapter 10.26, Community
Noise Control. Although the proposed modifications would apply to the same 4.25-acre
project site analyzed in the Certified EIR, the nearest sensitive receptors, including multi-
family residences to the northeast and a church (i.e., St. James Episcopal Church) to the
east of the existing Lido Fire Station No. 2, may be adversely impacted by construction
noise, particularly associated with demolition of the fire station. Nevertheless, the
Modified Project would be required to comply with the City's construction hour limits (7.00
a.m. and 6:30 p.m. on weekdays, 8:00 a.m. and 6:00 p.m. on Saturdays; construction is
prohibited on Sundays and/or Federal holidays) pursuant to Municipal Code Section
10.28.040, Construction Activity —Noise Regulations. Further, Mitigation Measure N-1
would still apply to the Modified Project. Mitigation Measure N-1 would reduce short-term
construction noise impacts by requiring mobile equipment to be muffled and requiring
best management practices for hauling activities. Further, it is noted that out of the 17-
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month construction period for the project, demolition of the existing fire station would
occur for one month and grading would occur for 1.5 months. Elevated construction
noises usually occur during these phases. As such, the nearest sensitive receptors
located in proximity to the fire station would not be exposed to significant construction
noise levels over an extended period of time. Upon implementation of Mitigation Measure
N-1 and compliance with the Municipal Code, the Modified Project would not result in any
new or potentially adverse construction noise impacts not previously considered and
addressed in the Certified EIR and 2016 Addendum.
Long-term operational noise impacts associated with the Modified Project would be
similar to existing condition. Specifically, the five additional cottages and various
improvements to the existing hotel building would not generate substantial operational
noise from stationary or mobile sources. As stated, the project is considered to have a
less than significant transportation impact pursuant to the City of Newport Beach Traffic
Impact Analysis Guidelines, dated August 2020. Additionally, the Modified Project
proposes to provide additional enclosed storage space on Level 1, which would reduce
the amount of off -site rented storage space currently utilized and eliminate off -site trips
currently made by hotel staff. Consequently, operational noise impacts from mobile
sources associated with the Modified Project would not result in any new substantial
impacts. Similarly, stationary noise sources, including mechanical, landscaping, and
HVAC equipment, would be similar to existing conditions. Thus, no new operational noise
impacts are identified and no new mitigation measures are required.
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
N-1 Prior to issuance of any Grading Permit or Building Permit for new construction,
the Community Development Department shall confirm that the Grading Plan,
Building Plans, and specifications stipulate that:
• All construction equipment, fixed or mobile, shall be equipped with properly
operating and maintained mufflers and other State required noise
attenuation devices.
• The Applicant shall provide a qualified "Noise Disturbance Coordinator." The
Disturbance Coordinator shall be responsible for responding to any local
complaints about construction noise. When a complaint is received, the
Disturbance Coordinator shall notify the City within 24-hours of the complaint
and determine the cause of the noise complaint (e.g., starting too early, bad
muffler, etc.) and shall implement reasonable measures to resolve the
complaint, as deemed acceptable by the City Development Services
Department. The contact name and the telephone number for the
Disturbance Coordinator shall be clearly posted on -site.
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• When feasible, construction haul routes shall be designed to avoid noise
sensitive uses (e.g., residences, convalescent homes, etc.).
• During construction, stationary construction equipment shall be placed such
that emitted noise is directed away from sensitive noise receivers.
• Construction activities that produce noise shall not take place outside of the
allowable hours specified by the City's Municipal Code Section 10.28.040
(7:00 a.m. and 6:30 p.m. on weekdays, 8:00 a.m. and 6:00 p.m. on
Saturdays; construction is prohibited on Sundays and/or Federal holidays).
3.14 POPULATION AND HOUSING
The Certified EIR and 2016 Addendum determined that implementation of the Approved
Project, as amended, would result in no impact to population growth. The Modified Project
would increase the hotel's square footage to accommodate development of five additional
cottages and expansion of the existing hotel building. The proposed modifications would
not significantly increase the number of employees and would not lead to an increase in
population growth in the City beyond what was analyzed in the Certified EIR and 2016
Addendum. Thus, no new impacts have been identified and no new mitigation measures
are required.
Mitigation Measures
No mitigation measures are required.
3.15 PUBLIC SERVICES
The Certified EIR determined that the development of the Lido House Hotel and
associated amenities would not increase the need for additional public services.
Compliance with the provisions of the CBC, applicable State, City, and County Code, and
ordinance requirements for fire protection, as well as the General Plan Safety Element
would reduce impacts to fire protection services during construction activities to less than
significant levels. Additionally, the payment of statutory fees would reduce impacts to less
than significant levels in regard to local school facilities. Similarly, the 2016 Addendum
also concluded that no new impacts were and no additional mitigation measures would
be required for the analyzed project modifications.
The Modified Project would include the demolition of an existing fire station and
construction of five cottages and various improvements to the existing hotel building. The
proposed modifications to the existing hotel are nominal and would not increase potential
impacts to public services or facilities (i.e., fire protection services, police services, school
facilities, etc.) at the project site beyond the impacts analyzed in the Certified EIR and
2016 Addendum. It is acknowledged that the existing Lido Fire Station No. 2 would be
demolished as part of the project. However, a replacement fire station, located at 2807
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EIR Addendum No. 2
Newport Boulevard (0.3-mile southwest of the current Lido Fire Station No. 2) is currently
under construction and is anticipated to be completed by mid-2022. According to City
staff, the existing 11,612-square foot Lido Fire Station No. 2 is old (construction in 1953)
and does not meet operational needs for equipment.' The replacement fire station is
considerably larger (approximately 17,693 square feet) and has street access on three
sides including direct access to both the north and southbound lanes of Newport
Boulevard. Thus, the replacement fire station is anticipated to provide proper pull -through
circulation for vehicles and would allow for on -site parking for all fire personnel.
Additionally, it is noted that the emergency service coverage would be similar at both
locations and that the new site at 2807 Newport Boulevard would be a viable location for
the replacement fire station.2 As such, demolition of the existing Lido Fire Station No. 2
would not substantially impact the City's fire services, and a less than significant impact
would occur in this regard. No new impacts are identified and no new mitigation measures
are required.
Mitigation Measures
No mitigation measures are required.
3.16 RECREATION
The Certified EIR determined that implementation of the Approved Project would result in
less than significant impacts in regard to recreational facilities as the Approved Project did
not require the construction or expansion of recreational facilities. Similarly, the 2016
Addendum determined that no new impacts were identified and no new mitigation
measures were required.
The Modified Project would not result in changes to land use or square footage of existing
public open spaces, landscaped areas, or other recreational amenities. It is acknowledged
that the Modified Project would provide additional pre-function/break out meeting rooms
on Level 1 of the hotel. The expanded pre-function/break out meeting rooms would allow
the hotel to host meetings in closed rooms while keeping the hotel restaurant and public
spaces open for hotel guest use. As such, the Modified Project would not require the
construction or expansion of recreational facilities that may have an adverse physical
effect on the environment. No new significant impacts are identified and no new mitigation
measures are required.
Mitigation Measures
No mitigation measures are required.
City of Newport Beach, City Council Staff Report,
https://ecros.newportbeachca.gov/Web/DocView.aspx?dbid=0&id=1227214&page=1 &cr=1, September
12, 2017.
2 Ibid.
33 June 2022
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EIR Addendum No. 2
3.17 TRANSPORTATION
The Certified EIR determined that with implementation of Mitigation Measure TRA-1
(implementation of a construction management plan), construction -related traffic impacts
would be reduced to a less than significant level. During project operations, the Certified
EIR determined that implementation of a Parking Management Plan (Mitigation Measure
TRA-2) that includes restricted parking, time limit parking, parking guide signage, and
staff parking requirements would ensure that parking is adequately managed on -site and
would result in a less than significant impact. Impacts to public transit/alternative
transportation modes, emergency access, air traffic patterns, and design hazards were
determined to be less than significant or result in no impact. Additionally, the Certified EIR
determined that the Approved Project was estimated to result in less daily trips during
project operations compared to that generated by the former City Hall Complex. Similarly,
the 2016 Addendum determined that the analyzed project modifications would not result
in any new, different, or potentially adverse traffic and circulation impacts not previously
considered and addressed in the Certified EIR.
Roadway Analysis
Short-term increases in vehicle trips on the circulation system would occur during
construction. Construction -related trips would occur during the 17 months required for
demolition, grading, and building construction. The nominal increase in construction trips
(an average of approximately six haul trips per day) would be temporary and would cease
upon completion of construction. Hauling trips would only occur during off-peak hours
(9:00 a.m. to 3:00 p.m.) and appropriate traffic control personnel ("flaggers") would be
used to ensure construction vehicles operate safely along Newport Boulevard and 32nd
Street and in a manner that minimizes disruption of traffic along these roadways. Further,
temporary partial lane closures along 32nd Street may be required during project
construction. However, the project would be required to comply with Mitigation Measure
TRA-1 (construction management plan), which would ensure pedestrian and bicyclist
access remain open during construction, to the greatest extent possible, or be re-routed
to ensure continued connectivity. The Construction Management Plan would also identify
construction vehicle routes and permitted construction times, among others, to avoid
traffic disruptions. As such, construction -related traffic impacts would be reduced to less
than significant levels.
According to the VMT Assessment, the Modified Project is anticipated to add
approximately 40 daily trips to the existing roadway network. The additional trips would
be nominal and would not adversely impact existing circulation patterns in the project
area. It is also acknowledged that the Modified Project would not result in any new
employees on -site (and any associated employee trips). Further, implementation of the
Modified Project would not result in any substantial modifications to existing roadway,
transit, bicycle, or pedestrian facilities in the project area. Overall, less than significant
impacts would result in this regard.
Design Safety Hazard Analysis
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EIR Addendum No. 2
As part of the Modified Project, the gated driveway along 32nd Street would be slightly
shifted approximately 17.5 feet to the east. This minor modification to the access driveway
would not create a design hazard for vehicles or pedestrians entering and exiting the hotel
site. Less than significant impacts would result in this regard.
VMT Screening Analysis
The Certified EIR and 2016 Addendum did not specifically address VMT (pursuant to
Senate Bill [SB] 743), as it was not required in the CEQA Guidelines at the time the
Certified EIR and 2016 Addendum were prepared. The VMT Assessment was prepared
for the Modified Project to analyze potentially significant VMT impacts associated with the
proposed modifications; refer to Attachment 3. The purpose of the VMT Assessment is to
determine if the Modified Project meets the screening thresholds outlined in the City of
Newport Beach Traffic Impact Analysis Guidelines, dated August 2020. According to the
guidelines, a development project is presumed to have a less than significant VMT impact
and would be exempt from project -level VMT assessment based on the following
screening criteria:
• Transit Priority Area (TPA) Screening;
• Low VMT Area Screening;
• Local Serving Retail;
• Affordable Housing Units;
• Project Trip Generation; and
• Institutional/Government Land Use.
The VMT Assessment found that the Modified Project would meet two of the City's VMT
screening criteria: TPA Screening and Project Trip Generation. Specifically, the project
site is located within a TPA as defined by Figure 1 of the City of Newport SB 743 VMT
Implementation Guide, dated April 6, 2020, and the Modified Project is anticipated to
generate 40 daily trip and thus, would not exceed the 300 daily trip threshold. As such,
the VMT Assessment concluded that less than significant impacts pertaining to VMT
would result and project -level VMT assessment is not required. As such, the Modified
Project would not conflict or be inconsistent with CEQA Guidelines section 15064.3,
subdivision (b).
Mitigation Measures
The following mitigation measures from the Certified EIR and 2016 Addendum are also
applicable to the Modified Project. Any modifications to the original measures are shown
in strikethrough for deleted text and in double underline for new, inserted text.
TRA-1 Prior to issuance of any grading and/or demolition permits, whichever occurs
first, a Construction Management Plan shall be submitted for review and
approval by the Community Development Department/City Traffic Engineer.
The Construction Management Plan shall, at a minimum, address the following:
35 June 2022
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EIR Addendum No. 2
• Traffic control for any street closure, detour, or other disruption to traffic
circulation.
• Identify the routes that construction vehicles will utilize for the delivery of
construction materials (i.e., lumber, tiles, piping, windows, etc.), to access
the site, traffic controls and detours, and proposed construction phasing
plan for the project.
• Specify the hours during which transport activities can occur and methods
to mitigate construction -related impacts to adjacent streets.
• Require the Applicant to keep all haul routes clean and free of debris,
including but not limited to gravel and dirt as a result of its operations. The
Applicant shall clean adjacent streets, as directed by the City Engineer (or
representative of the City Engineer), of any material which may have been
spilled, tracked, or blown onto adjacent streets or areas.
• Hauling or transport of oversize loads shall be allowed between the hours
of 9:00 AM and 3:00 PM only, Monday through Friday, unless approved
otherwise by the City Engineer. No hauling or transport will be allowed
during nighttime hours, weekends, or Federal holidays.
• Use of local streets shall be prohibited.
• Haul trucks entering or exiting public streets shall at all times yield to public
traffic.
• If hauling operations cause any damage to existing pavement, streets,
curbs, and/or gutters along the haul route, the applicant shall be fully
responsible for repairs. The repairs shall be completed to the satisfaction
of the City Engineer.
• All constructed -related parking and staging of vehicles shall be kept out of
the adjacent public roadways and shall occur on -site or in public parking
lots.
This Plan shall meet standards established in the current California Manual on
Uniform Traffic Control Device (MUTCD) as well as City of Newport Beach
requirements.
TRA-2 Prior to issuance of Certificates of Occupancy, the applicant shall submit a
Parking Management Plan for review and approval by the Community
Development Department. The Parking Management Plan shall, at a minimum,
include the following and be implemented at all times:
36 June 2022
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EIR Addendum No. 2
• Restrict all on -site parking spaces to either a time limit or a valet parking
arrangement.
• Restrict access to on -site parking areas (with the exception of visitor
parking by the hotel lobby) to either valet staff, or guests and visitors only
through a manned gate, a gate with intercom access, or a gate that reads
the room keys.
• Restrict parking for in -demand parking spaces by time limits. The time limit
should apply from 6:00 AM to 6:00 PM Monday through Friday.
• Post signs at locations where motorists can be redirected from curb
parking or desirable parking areas to convenient off-street lots and
structures.
• Encourage on -site employee parking by providing free parking on -site or
providing incentives for using alternative modes of transportation, such as
providing free or discounted bus passes; an employee bike rack, entering
employees who take the bus, carpool, walk, or ride a bicycle in a monthly
raffle; providing a monthly stipend for bicycle commuting; providing
carpool parking spaces, or other incentives.
M% Um d :7 I 1-if_1 Weill 1111111 01:Z1 :7 **6111:Z•3 *1
The Certified EIR did not evaluate tribal cultural resources as it was not required in the
CEQA Guidelines at the time the EIR was prepared in 2014. Nonetheless, considerations
for tribal cultural resources were analyzed in Section 5.4, Cultural Resources, of the
Certified EIR despite not being addressed in a standalone EIR section. The Certified EIR
determined that with implementation of Mitigation Measure CUL-1 (presence of Native
American Monitor during ground -disturbance activities), impacts pertaining to
archaeological and Native American cultural resources would be reduced to less than
significant levels.
Given the existing disruption from prior development and the geology of the project area,
any tribal cultural resources within the project site have likely been discovered or
disrupted. The proposed modifications under the Modified Project would apply to the
same 4.25-acre project site analyzed in the Certified EIR for the Approved Project. As
such, the proposed modifications would not result in any additional substantial impacts to
tribal cultural resources, compared to the Approved Project. Therefore, no new impacts
are identified and no new mitigation measures are required.
Mitigation Measures
Refer to Mitigation Measure CUL-1.
37 June 2022
Lido House Hotel
EIR Addendum No. 2
3.19 UTILITIES AND SERVICE SYSTEMS
The Certified EIR determined that the Approved Project would result in less than
significant impacts pertaining to water, wastewater, and solid waste services. Further, the
Certified EIR determined that with implementation Mitigation Measures HWQ-1 through
HWQ-4, the Approved Project would result in less than significant impacts pertaining to
the construction of new storm water drainage facilities or expansion of existing facilities.
Similarly, the 2016 Addendum concluded that no new impacts were identified and no
additional mitigation measures were required for the analyzed project modifications.
The Modified Project would demolish the existing fire station and construct five cottages
and various improvements to the existing hotel building. Overall, the Modified Project
would increase the hotel square footage by approximately 15,103 square feet. As such,
the Modified Project may marginally increase demand on utilities and service systems
from the five additional cottages compared to the Approved Project as analyzed in the
Certified EIR. Nonetheless, given the anticipated growth (i.e., additional hotel guests
associated with the five new cottages), impacts related to water demand, wastewater
treatment capacity, and landfill capacity would be nominal and less than significant.
Additionally, As detailed in Section 3.10, Hydrology and Water Quality, the Modified
Project would include LID features and BMPs through pervious pavement and infiltration
galleries; refer to Attachment 2, Preliminary Water Quality Management Plan. The
addition of the five cottages would impact local, on -site drainage patterns on the eastern
portion of the site but would not alter final drainage courses, volumes or flowrates. Overall,
the Modified Project would slightly reduce runoff to off -site storm drain facilities while
maintaining drainage patterns similar to existing conditions. Similar to the Approved
Project, impacts to storm water drainage capacity would also be reduced to less than
significant levels with implementation of Mitigation Measures HWQ-1 through HWQ-4.
Overall, the Modified Project proposes minor modifications to the Approved Project, and
no new impacts to utilities and service systems would occur.
Mitigation Measures
Refer to Mitigation Measures HWQ-1 through HWQ-4.
W111IAI,11y1:70
The Certified EIR did not evaluate wildfire as it was not required in the CEQA Guidelines at
the time the EIR was prepared. Therefore, the project's impacts, as currently proposed, is
discussed below.
According to the California Department of Forestry and Fire Protection's Orange County
Fire Hazard Severity Zones in LRA Map, the project site is not located within a State
38 June 2022
Lido House Hotel
EIR Addendum No. 2
Responsibility Area (SRA) nor is it classified as a very high fire hazard severity zone.3 As
such, no impacts would occur in this regard.
It is acknowledged that the site is situated within an area susceptible to urban fires from
older buildings nonconformant to the current California Fire Code. New construction
proposed under the Modified Project would be required to comply with the current California
Fire Code, including fire protection measures that would attenuate the risk of urban fire
hazards. Compliance with existing State and local fire requirements would reduce potential
impacts associated with the Modified Project to less than significant levels.
Mitigation Measures
No mitigation measures are required.
3 California Department of Forestry and Fire Protection, Orange County Fire Hazard Severity Zones in LRA
Map, https:Hosfm.fire.ca.gov/media/6739/fhszl_map3O.pdf, November 2011, accessed November 23,
2021.
39 June 2022
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EIR Addendum No. 2
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40 June 2022
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EIR Addendum No. 2
4.0 DETERMINATION/ADDENDUM CONCLUSION
As detailed in the analysis presented above, this Addendum supports the conclusion that
the changes to the Approved Project considered in the Certified EIR and 2016 Addendum
constitute minor or technical changes and do not result in any new significant
environmental effects or a substantial increase in the severity of previously identified
significant effects. No new information has become available and no substantial changes
to the circumstances under which the project was being undertaken since the certification
of the EIR has occurred. In addition, because the Certified EIR and 2016 Addendum
determined that the Approved Project would not result in any potentially significant
environmental impacts, no new mitigation measures or alternatives that would
substantially reduce significant impacts have been identified.
41 June 2022
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42 June 2022
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EIR Addendum No. 2
5.0 ADDENDUM PREPARATION SOURCES/REFERENCES
California Department of Forestry and Fire Protection, Orange County Fire Hazard
Severity Zones in LRA Map, https://osfm.fire.ca.gov/media/6739/fhszl_map3O.pdf,
November 2011, accessed November 23, 2021.
City of Newport Beach, City Council Staff Report,
https://ecros.newportbeachca.gov/Web/DocView.aspx?dbid=0&id=1227214&page=1
&cr=1, September 12, 2017.
Fuscoe Engineering, Inc., Lido House Hotel Redevelopment Project Preliminary
Amended Water Quality Management Plan, amended June 14, 2021.
Linscott Law & Greenspan, Engineers, Vehicle Miles Traveled (VMT) Assessment for the
Proposed Lido House Hotel Expansion Project, Newport Beach, November 22, 2021.
Michael Baker International, Addendum to the Lido House Hotel Environmental Impact
Report, June 17, 2016.
Michael Baker International, Cultural Resources Technical Memorandum for The Lido
House Hotel EIR Addendum Project, City of Newport Beach Community Development
Department, Newport Beach, California, December 13, 2021.
RBF Consulting, Lido House Hotel Final Environmental Impact Report, August 2014.
WATG, Lido House Hotel Expansion Entitlement Concept (5 Cottage Scheme), June 14,
2022.
43 June 2022
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Attachment 1
Cultural Resources Technical Memorandum
45 June 2022
We Make a Difference
I N T E R N AT 1 0 N A L
December 13, 2021
BENJAMIN M. ZDEBA, AICP, Senior Planner
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
100 Civic Center Drive
Newport Beach, CA 92660
RE: CULTURAL RESOURCES TECHNICAL MEMORANDUM FOR THE LIDO HOUSE HOTEL
EIR ADDENDUM PROJECT, CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT
DEPARTMENT, NEWPORT BEACH, CALIFORNIA
Dear Mr. Zdeba:
In support of the environmental documentation for the proposed Lido House Hotel EIR
Addendum Project (project), Michael Baker International completed a South Central Coastal
Information Center (SCCIC) records search, literature and historical map review, built environment
survey, consultation with the Newport Beach Historical Society, archaeological sensitivity analysis,
and California Register of Historical Resources (California Register) evaluation of the Newport
Beach Fire Department (NBFD) Station No. 2 to determine if the project area contains historical
resources, as defined in California Environmental Quality Act (CEQA) Guidelines Section
15064.5(a), that may be impacted by the project. This memo report summarizes the methods and
results of the resource identification efforts described above. The project is subject to CEQA review
and the City of Newport Beach (City) is the lead agency.
PROJECT DESCRIPTION AND LOCATION
The project proposes to increase the site's maximum allowed gross floor area by 15,103 square
feet from 103,470 square feet to 118,573 square feet. The additional 15,103 square feet would
allow development of five additional cottages and expand the existing hotel building. The project
would also incorporate the adjacent parcel (APN 670-15-018), currently occupied by Fire Station
No. 2, by demolishing the fire facility to accommodate additional on -site parking. Specifically, the
proposed surface parking lot would provide 16 parking spaces and 5 additional spaces
accommodated via valet stacking within drive aisles.
PROJECT AREA
The project area studied includes APN 670-15-018, which was not previously studied as part of
the original EIR. The project area includes the maximum extent of ground disturbance and project
activities associated with the demolition, site preparation, and construction.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
M BAKER N T L. C O M P: (916) 361-8384 F: (916) 361-1574
1
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
The project is mapped within Newport Beach, California USGS 7.5-minute topographic quadrangle
map Township 6 South, Range 10 West, Section 28 (Attachment 1: Figures 1-3). The project area
is at 475 32nd Street in Newport Beach, Orange County, California.
CULTURAL RESOURCES IDENTIFICATION METHODS
The results of the SCCIC records search and literature, aerial photograph, and historical map
review are presented below. An archaeological survey was not conducted as the project area is
completely paved and landscaped with no exposed soils. The built environment survey, interested
parties consultation, archaeological sensitivity analysis, and California Register evaluation are also
addressed below.
RECORD SEARCH AND LITERATURE REVIEW
SCCIC staff completed a records search (File No.: 22893.9058) of the project area and a quarter -mile
radius on November 23, 2021. The SCCIC, as part of the California Historical Resources Information
System, California State University, an affiliate of the California Office of Historic Preservation
(OHP), is the official state repository of cultural resources records and reports for Orange County.
As part of the records search and background research, the following federal and California
inventories were reviewed:
• California Inventory of Historic Resources (OHP 1976).
• California Points of Historical Interest (OHP 1992 and updates).
• California Historical Landmarks (OHP 1996).
• Built Environment Resource Directory for Orange County (OHP 2021). The directory
includes resources reviewed for eligibility for the National Register of Historic Places
(National Register) and the California Historical Landmarks programs through federal
and state environmental compliance laws, and resources nominated under federal and
state registration programs, including the National Register, California Register,
California Historical Landmarks, and California Points of Historical Interest.
Results
No cultural resources and no cultural resource studies were identified within the project area or
quarter -mile radius through the SCCIC record search. A review of the Built Environment Resource
Directory identified no built environment resources within or adjacent to the project area.
LITERATURE AND HISTORICAL MAP REVIEW
Michael Baker International reviewed historical literature and maps to understand the existing
terrain and natural resources within the project area, including its potential for historical resources,
as well as to identify the property's development history, associated people, and architectural
significance. The review of the available historical plat and topographic maps, historical aerial
photographs, and other historical data is summarized below:
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
2
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
• Fractional Survey. Township 6 South, Range 10 West, San Bernardino Base Meridian (BLM
1890)
• Santa Ana, California. 1:62500 topographic quadrangle maps (US Geologic Survey
[USGS] 1896, 1901)
• Newport Beach, California. 1:31680 topographic quadrangle map (USGS 1932, 1935)
• Newport Beach, California. 1:24000 topographic quadrangle maps (USGS 1949, 1951,
1965)
• Historic aerial photographs (NETR 1938, 1953, 1963, 1972, 1995; Pacific Air Industries
1954)
• Newport Beach, California (Sanborn Map Company 1959)
• Aerial maps and street view (Google n.d.)
• Historical newspaper articles (Los Angeles Times 1952, 1955, 1958, 1959; Lopez 2003)
• Historical city directories (Ancestry.com 2021 a, 2021 b)
• City of Newport Beach Building Permits (City of Newport Beach 1953, 1966, 1994)
• "Prehistory of the Southern Bight: Models for a New Millennium" (Byrd and Raab 2007)
• "A Suggested Chronology for Southern California Coastal Archaeology" (Wallace 1955)
• "Paradise or Purgatory: Environments, Past and Present" (Vellanoweth and Grenda 2002)
• "Environmental Imperatives Reconsidered: Demographic Crises in Western North
America During the Medieval Climatic Anomaly" (Jones et al. 2004)
• "Gabrielino" (Bean and Smith 1978)
• The FirstAngelinos: The Gabrielino Indians of Los Angeles (McCawley 1996)
Results
Traditional models of the prehistory of California hypothesize that its first inhabitants were the
big game -hunting Paleoindians who lived at the close of the last Ice Age (-11,000 years before
present [BP] through the early Holocene 7,600 BP). As the environment warmed and dried, Ice
Age megafauna died out, requiring adaption to coastal resources by groups to survive. The coastal
tool manifestation of Paleoindian people is the San Dieguito Complex and within a lifeway known
as the Paleocoastal Tradition. Along the coast, rising sea levels created bays and estuaries. Groups
adopted marine subsistence including fish and shellfish. The resulting shell middens contain flaked
cobble tools, metates, manos, discoidals, and flexed burials and allowed for a semi -sedentary
lifestyle (Byrd and Raab 2007).
During the middle Holocene (7,600-3,650 BP), conditions continued to warm and dry. Inhabitants
practiced a mixed food procurement strategy with emphasis of shellfish and hard seeds. This shift
in subsistence is what Wallace (1955) named the Millingstone Horizon. Characteristics of the
middle Holocene sites include ground stone artifacts (manos and metates) used for processing
plant material and shellfish, flexed burial beneath rock or milling stone cairns, flaked core or
cobble tools, dart points, cogstones, discoidals, and crescentics.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
3
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
Characteristics of the late Holocene (3,650-233 BP) include the increased dependence on mortar
and pestle for food processing, a change to more complex and elaborate mortuary behaviors, and
the introduction of the bow and arrow and ceramic technologies toward the end of the late
Holocene. Marine resource exploitation proliferated and diversified. The climate fluctuated with
periods of drought alternating with cooler and moister periods (Vellanoweth and Grenda 2002;
Byrd and Raab 2007; Jones et al. 2004). This resulted in dynamic regional cultural patterns with
considerable local variation. Settlement strategies shifted toward permanent settlement during
this period.
The project area is located within the territorial boundaries of the Gabrielino Indians. The name
"Gabrielino" was given by the Spanish to the Indians that lived within the boundaries of the
Mission San Gabriel Arcangel. Generally, their territory included all the Los Angeles Basin, parts of
the Santa Ana and Santa Monica Mountains, along the coast from Aliso Creek in the south to
Topanga Canyon in the north, and San Clemente, San Nicolas, and Santa Catalina Islands. The
Gabrielino spoke a dialect of the Cupan group of the Takic language family. The Gabrielino lived
in autonomous villages often connected by trails, utilizing drainages such as the Los Angeles and
San Gabriel Rivers. Each village had access to hunting, collecting, and fishing areas (Bean and
Smith 1978). The closest Gabrielino placename is Kengaa, which is located approximately 1.5 miles
east of the project area (McCawley 1996).
The vicinity of present-day Newport Beach was settled during the late nineteenth century after a
stern wheeler from San Diego named "The Vaquero" made its first trip through the marshy lagoon
in 1870. James McFadden and other ranch owners in the Lower Bay decided from then on that
the area should be called "Newport." In 1888, James McFadden changed the isolated settlement
by building a wharf that extended from the shallow bay to deeper water where large steamers
could dock. Shipping activity increased dramatically. Newport Beach became a vibrant Southern
California shipping town. The Pacific Electric Railroad established itself in Newport Beach in 1905,
connecting the City of Los Angeles by rail. Public transit brought new visitors to the waterfront,
and small hotels and beach cottages were developed that catered to the tourist industry. The City
of Newport Beach was incorporated in 1906 and continued to grow as the Pacific Coast Highway
was opened in 1926, the North Harbor was dedicated in 1936, and the Santa Ana Freeway (1-5)
was built in the 1950s. By the 1970s, rapid urbanization occurred with new businesses, residential
growth, and tourism (City of Newport Beach 2006).
In 1896, the project area was undeveloped marshland (BLM 1890; USGS 1896). The Southern
Pacific Railroad is depicted to the west, with few structures along the waterfront. By 1932, the
project area remained undeveloped, two small structures and a roadway running east to west
were depicted to the south, and a triangle of roadways was depicted to the east (now Via Oporto
and Via Malaga), one of which connects the project area to Lido Isle (USGS 1932).
By 1935, Newport Beach Boulevard and the Pacific Coast Highway (now 101) were platted (USGS
1932). By 1949, the area in the immediate vicinity of the project area was developed, with Newport
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
M BAKER N T L. C O M P: (916) 361-8384 F: (q16) 361-1574
4
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
Beach City Hall buildings to the northwest and west, and one small structure and two church
structures to the east, but the project area itself remained undeveloped (USGS 1949).
Fire Station No. 2 was constructed at 475 32nd Street, east of City Hall, in 1953 (City of Newport
Beach 1953). The building is depicted on the project area in aerial photographs and maps dating
to the 1950s and 1960s (Sanborn Map Company 1959, 1961). By 1963, the north side of the fire
station was developed into a parking lot. The original fire station building was expanded with an
additional space in 1966 and 1994 (City of Newport Beach 1966, 1994; Google n.d.).
Fire Station No. 2 is not listed in the Built Environment Resource Directory (OHP 2021). According
to a review of historical city directories, the property at 475 32nd has been occupied by the NBFD
since its construction (Ancestry.com 2021 a, 2021 b).
BUILT ENVIRONMENT SURVEY
An intensive level, built environment survey of Fire Station No. 2 at 475 32nd Street was conducted
on October 14, 2021. Photographs and notes were taken during the survey. Notes consisted of
observations of exposed building elevations, architectural design, materials, and alterations.
Photographs are presented in the DPR 523 forms (Attachment 2).
ARCHAEOLOGICAL SITE SENSITIVITY ANALYSIS
The proposed project is located within a highly developed commercial area. Previous ground
disturbances include the construction of the existing fire station building and paved parking lot.
The project area is completely hardscaped with no exposed or native soils. According to the SCCIC
records search, no previously recorded cultural resources were identified within the project area
or a quarter -mile search radius. Additionally, the project area is underlain by Beaches soil series
consisting of sandy, gravelly, or cobbly coastal shores that are washed and rewashed by tidal and
wave action. These areas may be partly covered with water during high tides or stormy periods
and support little to no vegetation. Runoff is slow and the erosion hazard is high. These soils have
a very low potential for buried archeological sites (NRCS 2021).
Between 1934 and 1936, the federal government and the county dredged the Lower Bay, extended
jetties, and created the present-day contour of Newport Beach. The dredging and earthmoving
would have likely impacted all prehistoric cultural resources in the project area. This analysis is
supported by map and aerial photograph analysis. Therefore, the buried site sensitivity for the
project area is negligible.
INTERESTED PARTIES SOCIETY CONSULTATION
On November 2, 2021, Michael Baker International sent a letter with figures depicting the project
area via email to the Newport Beach Historical Society. The letter requested any information or
concerns regarding historical resources within the project area. No response has been received to
date. See Attachment 3 for the consultation letters.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
CALIFORNIA REGISTER OF HISTORICAL RESOURCES EVALUATION
The following includes an evaluation of Fire Station No. 2 at 475 32nd Street in Newport Beach
for its eligibility to the California Register (C)HP 2001); it was evaluated in accordance with Section
15064.5(a)(2)-(3) of the CEQA Guidelines, using the criteria outlined in Section 5024.1 of the
California Public Resources Code.
The criteria for eligibility in the California Register are based upon the National Register. To be
eligible for listing in the California Register, a property must be at least 50 years of age (resources
less than 50 years of age may be eligible if they can demonstrate that sufficient time has passed
to understand its historical importance) and possess significance at the local, state, or national
level, under one or more of the following criteria:
Criterion 1. It is associated with events that have made a significant contribution to the
broad patterns of California's history and cultural heritage;
Criterion 2. It is associated with the lives of persons important in our past;
Criterion 3. It 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 value;
Criterion 4. It has yielded, or may yield, information important in history or prehistory.
In addition to meeting a significance criterion, a property must also have integrity or the ability to
convey its significance under a majority of the seven aspects of integrity. They are location, design,
materials, workmanship, setting, feeling, and association.
California Register Evaluation
California Register Criterion 7 — Research did not demonstrate that this property is associated with
events significant to the broad patterns of our history at the local, state, or national level. This
property was not the first station established by the NBFD, nor was it the first fire station in its
community. The NBFD was established on a volunteer basis in 1911. The subject Fire Station No.
2 was preceded by several other stations, including the original Fire Station No. 2, which went into
service in 1931. Fire Station No. 2 was constructed in 1953 at a time when the NBFD was expanding
its ranks and adopting new, larger firefighting technology and equipment. No demonstrably
significant events are known to have occurred at the property or as a result of its presence in the
community. Therefore, the property does not appear to be eligible for listing in the California
Register under Criterion 1.
California Register Criterion 2 — Research failed to indicate that this property is associated with the
lives of persons who significantly contributed to the local, state, or national culture and history.
Despite his notably long tenure —first as a volunteer during the late 1920s, then as a paid
firefighter, and ultimately as chief of the NBFD from 1952 until his retirement in 1972—historical
records reviewed suggest that Jan Briscoe implemented departmental changes and carried out
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
M BAKER N T L. C O M P: (916) 361-8384 F: (q16) 361-1574
6
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
leadership responsibilities that would have been typical of other fire officials during this period.
There is no demonstrable evidence that any other personnel stationed at Fire Station No. 2 made
significant contributions within the broader context of the growth and development of Newport
Beach during the twentieth century or the history of the NBFD. Therefore, this property does not
appear to be eligible under California Register Criterion 2.
California Register Criterion 3 — Fire Station No. 2, constructed in 1953, incorporates elements of
the International style, which was popularized in the United States after first appearing in Europe
during the 1920s. Fire Station No. 2 is a relatively modest example built at a time when the
International style had been widely adopted as one of the preferred architectural modes for
institutional buildings. Neither its design nor the materials used in its construction possess high
artistic value. In addition, the building has been altered, notably with the construction of two
second -story additions and the wholesale replacement of the exterior fenestration. The architect
of the subject property was not identified during research and relevant materials reviewed did not
suggest that builder Don Fletcher was a master in his field. Therefore, this property does not
appear to be eligible for the California Register under Criterion 3.
California Register Criterion 4 — This property is not likely to yield valuable information that will
contribute to our understanding of human history because it is not and never was the principal
source of important information pertaining to subjects such as fire protection facilities or
International -style architecture. Therefore, this property does not appear to be eligible for listing
in the California Register under Criterion 4.
Integrity Discussion — In addition to lacking historic significance, Fire Station No. 2 has lost integrity
to the period of its initial construction. The property retains integrity of its location and setting on
32nd Street on the Balboa Peninsula of Newport Beach. The property also retains integrity of
association, as it has remained in use as an NBFD fire station throughout its history. However, its
integrity of design, materials, workmanship, and feeling have diminished through substantial
alterations. Large second -story additions were constructed in 1966 and 1994. Other changes
include the reconfiguration of the street -facing vehicle entrances and replacement of exterior
fenestration.
Conclusion — Lacking both historic significance and integrity, Fire Station No. 2 does not appear
to be eligible for listing in the California Register. As such, the building is not a historical resource
as defined by CEQA Section 15064.5(a).
SUMMARY OF FINDINGS AND RECOMMENDATIONS
The SCCIC records search, literature review, historical map review, interested parties consultation,
field survey, and California Register evaluation identified no historical or archaeological resources,
as defined by CEQA Guidelines Section 15064.5(a), within the project area. The archaeological site
sensitivity analysis conducted for the project concluded that the project area has a low sensitivity
for prehistoric and historic period archaeological resources.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
M BAKER I N T L. C O M P: (916) 361-8384 F: (q16) 361-1574
7
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
While research suggests that archaeological sensitivity is low within the project area, there is the
potential to identify resources during earthmoving activities. Impacts to archaeological resources
and human remains will be avoided through implementation of the following recommendations:
Archaeological Resources Inadvertent Discovery. In the event that any subsurface
cultural resources are encountered during earthmoving activities, it is recommended that
all work within 50 feet be halted until an archaeologist can evaluate the findings and make
recommendations. Prehistoric materials can include flaked -stone tools (e.g., projectile
points, knives, choppers) or obsidian, chert, or quartzite toolmaking debris; culturally
darkened soil (i.e., midden soil often containing heat -affected rock, ash, and charcoal,
shellfish remains, and cultural materials); and stone milling equipment (e.g., mortars,
pestles, handstones). Historical materials might include wood, stone, or concrete footings,
walls, and other structural remains; debris -filled wells or privies; and deposits of wood,
metal, glass, ceramics, and other refuse. The archaeologist may evaluate the find in
accordance with federal, state, and local guidelines, including those set forth in the
California Public Resources Code Section 21083.2, to assess the significance of the find
and identify avoidance or other measures as appropriate. If suspected prehistoric or
historical archaeological deposits are discovered during construction, all work within the
immediate area of the discovery shall be redirected and the find must be evaluated by a
qualified archaeologist meeting the Secretary of the Interior's Professional Qualifications
Standards for archaeology.
Human Remains Inadvertent Discovery. If human remains are found, those remains
would require proper treatment in accordance with State of California Health and Safety
Code Sections 7050.5-7055. Specifically, Health and Safety Code Section 7050.5 describes
the requirements if any human remains are discovered during excavation of a site. As
required by state law, the requirements and procedures set forth in Section 5097.98 of the
California Public Resources Code would be implemented, including notification of the
County coroner, notification of the Native American Heritage Commission if remains are
determined to be of Native American origin, and consultation with the individual identified
by the Native American Heritage Commission to be the "most likely descendant." If human
remains are found during excavation, excavation must stop in the vicinity of the find and
any area that is reasonably suspected to overlie adjacent remains until the County coroner
has been called out, and the remains have been investigated and appropriate
recommendations have been made for the treatment and disposition of the remains.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
8
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
PREPARER QUALIFICATIONS
This report was prepared by Michael Baker International Architectural Historian Michelle Van
Meter and Senior Archaeologist Kholood Abdo. Senior Cultural Resources Manager Margo Nayyar
provided quality assurance/quality control (QA/QC) review.
MICHELLE VAN METER, ARCHITECTURAL HISTORIAN
Ms. Van Meter is an architectural historian with more than three years of full-time professional
experience in cultural resources management. She has conducted fieldwork and research
throughout California and has authored and contributed to historic resource inventory and
evaluation reports for a variety of local, state, and federal clients. Her technical expertise is well
suited for archival research, field recordation, GIS mapping, and preparation of architectural
descriptions, historic contexts, and evaluations. Through her academics and work experience, Ms.
Van Meter meets the Secretary of the Interior's Professional Qualification Standards in history and
architectural history.
KHOLOOD ABDO, SENIOR ARCHAEOLOGIST
Ms. Abdo is an archaeologist with 26 years of experience prehistoric and historical archaeology
and cultural resources management. Her experience includes writing technical reports, including
National Environmental Policy Act (NEPA), National Historic Preservation Act (NHPA), and CEQA
compliance documents. She has supervised and managed all phases of archaeological fieldwork,
including survey, Phase II testing and evaluations and data recovery, and monitoring at sites
throughout California and Arizona since 1999. In her current capacity as senior archaeologist and
laboratory director, Ms. Abdo oversees the processing, analysis, and curation of artifact collections
from both prehistoric and historical sites. Her cultural material analysis experience includes flaked
and ground stone lithics, glass, prehistoric and historic ceramic, and bead analysis. Ms. Abdo
meets the Secretary of the Interior's Professional Qualification Standards for prehistory and
historical archaeology.
MARGO NAYYAR, SENIOR CULTURAL RESOURCES MANAGER
Senior Cultural Resources Manager Margo Nayyar provided QA/QC review of this report and
evaluation. Ms. Nayyar is an architectural historian with twelve years of cultural management
experience in California, Nevada, Arizona, Idaho, Mississippi, and Texas. Her experience includes
built environment surveys, evaluation of historic -era resources using guidelines outlined in the
National and California Registers, and preparation of cultural resources technical studies pursuant
to CEQA and Section 106 of the NHPA, including identification studies, finding of effect
documents, memorandum of agreements, programmatic agreements, and Historic American
Buildings Survey/Historic American Engineering Record/Historic American Landscapes Survey
mitigation documentation. She prepares cultural resources environmental document sections for
CEQA environmental documents including infill checklists, initial studies, and environmental
impact reports, as well as NEPA environmental documents, including environmental impact
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
9
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
statements and environmental assessments. She also specializes in municipal preservation
planning, historic preservation ordinance updates, Native American consultation, and provision of
Certified Local Government training to interested local governments. She develops Survey 123
and Esri Collector applications for large-scale historic resources surveys, and authors National
Register nomination packets. Ms. Nayyar meets the Secretary of the Interior's Professional
Qualification Standards for history and architectural history.
Sincerely,
Michelle Van Meter, MA
Architectural Historian
Attachments:
Attachment 1 — Figures
Attachment 2 — DPR 523 Forms
Kholood Abdo, RPA
Senior Archaeologist
Attachment 3 — Interested Parties Consultation Letters
MBAKER INTL.COM
Margo Nayyar, MA
Senior Cultural Resources
Manager
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
P: (916) 361-8384 F: (916) 361-1574
10
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
REFERENCES
Ancestry.com. 2021 a. U.S. City Directories, 7822-7995. "Newport Beach, California." 1955. Accessed
November 2021.
https://www.ancestry.com/search/collections/2469 .
2021 b. U.S. City Directories, 7822-7995. "Newport Beach, California." 1966. Accessed
November 2021.
https://www.ancestry.com/search/collections/2469 .
Bean, Lowell J. and Charles R. Smith. 1978. "Gabrielino." In California, edited by Robert F. Heizer,
538-549. Handbook of North American Indians, Vol. 8, William C. Sturtevant, general
editor. Washington DC: Smithsonian Institution.
BLM (United States Department of the Interior, Bureau of Land Management, General Land Office).
1890. Fractional Survey. Township 6 South, Range 10 West, San Bernardino Base Meridian.
DM ID 291059. Accessed November 2021. https://glorecords.bim.gov/default.aWx.
Byrd, Brian F. and L. Mark Raab. 2007. "Prehistory of the Southern Bight: Models for a New
Millennium." In California Prehistory. Colonization, Culture, and Complexity, edited by
Terry L. Jones and Kathryn A. Klar, 215-227. New York: AltaMira Press.
City of Newport Beach. 1953. Building Division. Building Permit No. 14092.
. 1966. Building Division. Building Permit No. 54797.
. 1994. Building Division. Building Permit No. B9400101.
2006. General Plan Environmental Impact Report.
http://newportbeachca.gov/PLN/General Plan/GP EIR/Volume 1/01 NB GPU Draft EIR f
ront matter.pdf.
Google. n.d. Google Maps search for "475 32nd Street, Newport Beach, California." 1994-2021.
Accessed November 202l..https://www.google.com/maps.
Jones, Terry L., Gary M. Brown, L. Mark Raab, Janet L. McVickar, W. Geoffrey Spaulding, Douglas
M. Kennett, Andrew York, and Phillip L. Walker. 2004. "Environmental Imperatives
Reconsidered: Demographic Crises in Western North America During the Medieval
Climatic Anomaly." In Prehistoric California: Archaeology and the Myth of Paradise, edited
by L. Mark Raab and Terry L. Jones, Chapter 2, 12-32. Salt Lake City: University of Utah
Press.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
it
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
Lopez, Virginia E. 2003. "Firefighters have long history of protecting Newport Beach." Daily Pilot,
November 9, 2003. https://www.latimes.com/socal/daily-pilot/news/tn-dpt-xpm-2003-
11-09-exportl 8104-story.html.
Los Angeles Times. 1952a. "Fire House Bids Ordered." November 12, 1952, Part I, 20.
Newspapers.com.
. 1952b. "Contract Let." December 12, 1953, Part I, 13. Newspapers.com.
. 1955a. "Water Office Slated." August 21, 1955, Part V, 11. Newspapers.com.
. 1955b. "Water District to Build Office." September 18, 1955, Part VI, 7. Newspapers.com.
1958a. "Anaheim to Build New Utilities Office." June 22, 1958, Part VI, 18. Newspapers.com.
. 1958b. "New Civic Building." August 3, 1958, Part VI, 17. Newspapers.com.
. 1959. "Forest Unit Complete." August 2, 1959, Part VI, 6. Newspapers.com.
McCawley, William. 1996. The FirstAngelinos: The Gabrielino Indians of Los Angeles. Banning, CA:
Malki Museum Press.
NETR (National Environmental Title Research, LLC). 1938. "Newport Beach, California." [Aerial
Photograph]. Accessed November 2021. https://www.historicaerials.com,
1953. "Newport Beach, California." [Aerial Photograph]. Accessed November 2021.
https://www.historicaerials.com/.
1963. "Newport Beach, California." [Aerial Photograph]. Accessed November 2021.
https://www.historicaerials.com/.
1972. "Newport Beach, California." [Aerial Photograph]. Accessed November 2021.
https://www.historicaerials.com/
1995. "Newport Beach, California." [Aerial Photograph]. Accessed November 2021.
https://www.historicaerials.com/.
NRCS (Natural Resources Conservation Service). 2021. Electronic georeferenced soil map.
Accessed October 2021.
https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx.
OHP (Office of Historic Preservation). 2001._Technical Assistance Series #7.• How to Nominate a
Resource to the California Register of Historical Resources. Sacramento, CA: California
Department of Parks and Recreation.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
12
MICHAEL BAKER INTERNATIONAL
RE: Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California
https://ohp_parks.ca.gov/pages/1056/files/07 TAB%207%20How%20To%20Nominate%2
OA%20Pro perty%20to%20Ca I iforn is%20Register. pdf.
2021. Built Environment Resource Directory. Orange County, California. Sacramento, CA:
California Department of Parks and Recreation. Accessed November 2021.
https://ohp.parks.ca.gov/?page id=30338.
Pacific Air Industries. 1954. Aerial Photograph. Flight PAI-40-02. Frame 40-60. December 22, 1954.
Available at University of California, Santa Barbara, Geospatial Collection. Accessed
November 2021. https://mil.library.ucsb.edu/ap indexes/FrameFinder/.
Sanborn Map Company. 1959. Newport Beach, California. New York, NY: Sanborn Map Company.
USGS (United States Geological Survey). 1896. Santa Ana, California. 1:62500. Accessed November
2021. https://ngmdb.usgs.gov/topoview/viewer/#.
1901. Santa Ana, California. 1:62500. Accessed November 2021.
https://ngmdb.usgs.gov/topoview/viewer/#.
1932. Newport Beach, California. 1:31680. Accessed November 2021.
https:Hngmdb.usgs.goy/topoview/viewer/#.
1935. Newport Beach, California. 1:31680. Accessed November 2021.
https://ngmdb.usgs.gov/topoview/viewer/#.
1949. Newport Beach, California. 1:24000. Accessed November 2021.
https://ngmdb.usgs.gov/topoview/viewer/#.
1951. Newport Beach, California. 1:24000. Accessed November 2021.
https://ngmdb.usgs.gov/topoview/viewer/#.
1965. Newport Beach, California. 1:24000. Accessed November 2021.
https://ngmdb.usgs.gov/topoview/viewer/#.
Vellanoweth, Rene L. and Donn R. Grenda. 2002. "Paradise or Purgatory: Environments, Past and
Present." In Islanders and Mainlanders: Prehistoric Context for the Southern California
Bight, edited by Jeffrey H. Altschul and Donn R. Grenda, 67-84. Tucson, Arizona: SRI
Press.
Wallace, William J. 1955. "A Suggested Chronology for Southern California Coastal Archaeology."
Southwestern Journal of Anthropology 11(3): 214-230.
2729 Prospect Park Drive, Suite 220, Rancho Cordova, CA 95670
MBAKERINTL.COM P: (916) 361-8384 F: (916) 361-1574
13
Attachment 1
Figures
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LIDO HOUSE EIR ADDENDUM
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Source: Een, ArcGIS Online, National Geographic World Map: Newport Beach, California
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Figure 3
Attachment 2
DPR 523 Forms
State of California - The Resources Agency
DEPARTMENT OF PARKS AND RECREATION
PRIMARY RECORD
Other Listings
Review Code
Page 1 of 12
P1. Other Identifier: N/A
*P2. Location: Z Unrestricted
*a. County Orange and
*b. USGS 7.5' Quad Newport Beach, Calif. Date 1965
c. Address: 475 32nd Street City: Newport Beach
d. UTM: Zone 11 S, 413872mE/ 3719999mN
e. Other Locational Data: APN 670-15-018
Primary #
HRI #
Trinomial
NRHP Status Code
Reviewer Date
*Resource Name or #: Newport Beach Fire Department Station No. 2
T 6S; R 1 OW; Sec. 28; San Bernardino Base Meridian S.B.B.M
Zip:92663
*P3a. Description:
The Newport Beach Fire Department (NBFD) Station No. 2 is located at 475 32nd Street in Newport Beach, California (Photograph 1). The property
is situated on the north side of 32nd Street between Via Oporto to the east and the former site of Newport Beach City Hall to the west, which is
presently occupied by the Lido House Hotel (see Sketch Map). Constructed in 1953 for the NBFD, this International -style fire station building features
an irregular footprint set on a concrete foundation. The station is topped by a multi -plane flat roof that corresponds to the various single- and two-story
sections of the facility. Metal coping is installed at the roofline. The exterior siding consists primarily of smooth white stucco. Narrow bricks laid in a
running bond pattern form a decorative apron on the south fagade and clad portions of the ground level along the east, west, and north sides of the
building. Fenestration throughout includes flush, aluminum -sash windows that appear to be modern replacements for similarly sized metal -sash
windows installed in the same general arrangement (see Continuation Sheets).
*P3b. Resource Attributes: HP14. Government Building
P5b. Description of Photo:
Photograph 1: South fagade of
Fire Station No. 2 viewed from
32nd Street. Camera facing
north, October 14, 2021.
P6. Date Constructed/Age
and Source:
Z Historic
1953 (City of Newport Beach
1953)
*P7. Owner and Address:
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
*P8. Recorded by:
Michelle Van Meter
Michael Baker International
2729 Prospect Park Drive, #220
Rancho Cordova, CA 95670
*P9. Date Recorded: October 14, 2021
*P10. Survey Type: Intensive Pedestrian
*P11. Report Citation:
Van Meter, Michelle and Kholood Abdo. 2021. "Cultural Resources Technical Memorandum for the Lido House Hotel EIR Addendum Project,
City of Newport Beach Community Development Department, Newport Beach, California." Rancho Cordova, CA: Michael Baker
International.
*Attachments: ZBuilding, Structure, and Object Record ZLocation Map ❑xContinuation Sheet
DPR 523A (9/2013) *Required information
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
BUILDING, STRUCTURE, AND OBJECT RECORD
Page 2 of 12
*NRHP Status Code 6Z
*Resource Name or # Newport Beach Fire Department Station No. 2
B1. Historic Name: Newport Beach Fire Department Station No. 2
B2. Common Name: Lido Fire Station
B3. Original Use: Fire Station B4. Present Use: Fire Station
*135. Architectural Style: International
*66. Construction History:
Don Fletcher constructed Fire Station No. 2 for the NBFD in 1953 (Los Angeles Times 1952a, 1952b; City of Newport Beach 1953). The NBFD
hired Hughes & Vandervort to construct a second -story addition in 1966 (City of Newport Beach 1966). An additional 832 square feet were
added to the second story in 1994 (City of Newport Beach 1994; NETR 1995). The two primary engine bays on the south fagade were merged
and one bay was enclosed at an undetermined date. Likewise, most windows and exterior doors appear to be modern replacements for original
units that occupied the same locations.
*137. Moved? ©No Date: N/A Original Location: N/A
*138. Related Features: N/A
139a. Architect: Unknown b. Builder: Don Fletcher
*1310. Significance: Theme: Fire Protection; Architecture Area: Newport Beach, California
Period of Significance: 1957 Property Type: Fire Station Applicable Criteria: N/A
Growth and Development of the City of Newport Beach
Newport Beach —like many cities across the state —experienced a period of unprecedented population growth during and following World War II
as a result of wartime construction industries, expansion of regional transportation networks, and abundance of local recreation amenities. By the
latter decades of the twentieth century, service, retail, and professional industries supplanted fishing and shipping as the region's economic base
(USGS 1949, 1951, 1965; Novak 2008; AEI Consultants 2013).
Newport Beach Fire Department
On the heels of a disastrous fire that damaged the City Council Chambers in 1910, the Newport Beach City Trustees passed Ordinance No. 65 on
April 17, 1911, establishing a volunteer fire department to protect the burgeoning coastal community. The volunteer NBFD purchased its first
motorized fire trucks from the Long Beach Fire Department in 1916. The City formalized the NBFD under Ordinance No. 315 as a paid fire
suppression force in March 1927. The NBFD opened Fire Station No. 1 that year and the first iteration of Fire Station No. 2 was built at 2871 West
Central Avenue in 1931. Chief Frank Crocker chose Walt Honeycutt to serve as the first Captain of Engine No. 2 and its crew (Lopez 2003; Novak
2008) (see Continuation Sheets).
1311. Additional Resource Attributes: N/A
*1312. References: (See Continuation Sheet)
B13. Remarks: N/A
*1314. Evaluator:
Michelle Van Meter, Architectural Historian
Michael Baker International
2729 Prospect Park Drive, #220
Rancho Cordova, CA 95670
*Date of Evaluation: November 9, 2021
(This space reserved for official comments.)
(Sketch Map with north arrow required.)
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DPR 523B (9/2013) *Required information
State of California - The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
LOCATION MAP Trinomial
Page 3 of 12
*Map Name: Newport Beach and Newport Beach OES, Calif.
*Resource Name or # Newport Beach Fire Department Station No. 2
*Scale: 1:24,000 *Date of map: 1965, 1982 ed.
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DPR 523J (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 4 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ® Continuation
P3a. Description (continued):
Fire Station No. 2 is set back from the street front and is accessed from a wide concrete driveway (Photograph 1). The driveway terminates
at a garage door on the east half of the fagade. The articulated, roll -up metal door spans the length of two merged engine bays. Historical
photographs indicate that a third engine bay was formerly located adjacent to the west side of the extant opening (see Figure 2) (Newport
Beach Fire Department Archives n.d.). The primary personnel entrance is positioned on the west half of the fagade beneath a flat roof
overhang (Photograph 2). The modern aluminum -frame glass door is flanked on both sides by narrow bands of ribbon windows with
sliding aluminum sashes separated by wide mullions. Another band of ribbon windows parallels the roofline near the center of the building
face. A single aluminum -sash sliding window punctuates the center of the second -story addition. The modern sliding windows on the fagade
were installed to replace original fixed -sash windows at an undetermined date.
The east side of Fire Station No. 2 is fenestrated by bands of aluminum -sash hopper windows that demarcate the division between the first
story and the second -story addition (Photograph 3 and Photograph 4). Brick pilasters are placed between each of the window bands. The
west side of building was not clearly visible from the public right-of-way, but appears to be mostly unomamented (Photograph 5). Both
the east and west sides of the building feature rooftop porches with wood pergolas.
The rear, north side of Fire Station No. 2 faces a paved staging area. This side of the building includes additional employee entrances and
an engine bay with a metal roll -up door (Photograph 6). A fire hose tower occupies the center of the north elevation and extends several
feet above the second -story roofline.
*B10. Significance (continued):
Fire Station No. 2
As Newport Beach expanded and its population increased through the mid -twentieth century, the NBFD developed new stations and
relocated existing stations to maintain public safety and meet demand (Lopez 2003; Novak 2008). By the early 1950s, the NBFD had
outgrown the original Fire Station No. 2 on West Central Avenue. In 1952, the City approved the construction of a new station to
accommodate additional fire personnel and larger, updated firefighting vehicles and equipment. The new facility, which replaced the original
Fire Station No, 2 upon its completion in 1953, was erected at 475 32nd Street (Figure 1) (Los Angeles Times 1952a, 1952b; City of
Newport Beach 1953; NETR 1953, 1963). The NBFD selected this site for its proximity to City Hall and other City services. As such, it
served as the NBFD's new central headquarters. The station initially housed six full-time firefighters and was equipped with an office for
Chief Rufus Janvier "Jan" Briscoe, a dispatch center, garage space for up to four fire engines, a repair shop, and a fire hose tower (Los
Angeles Times 1952; Novak 2008). Chief Briscoe, who joined the NBFD in 1927 and was appointed chief in 1952, spearheaded the
department's acquisition of a modernized radio system to improve communication between its growing number of bases. Jack Reimer and
Hugh McMillan operated the radio dispatch center Fire Station No. 2 during its early years of operation. The Fire Station No. 2 expanded
over time, notably in 1966 and 1994 with the construction of additional administrative offices on the second floor (Figure 2) (City of
Newport Beach 1966, 1994; NETR 1972).
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Figure 1: 1954 aerial photograph depicting the recently constructed Fire Station No. 2 — location marked by the red circle— adjacent
to the Newport Beach City Hall on 32nd Street (Pacific Air Industries 1954).
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 5 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ®Continuation
Figure 2: Undated photograph of Fire Station No. 2 showing appearance and fenestration arrangement subsequent to the
construction of the first second -story addition in 1966 (Newport Beach Fire Department Archives n.d.).
Architect/Builder
The City of Newport Beach began accepting bids to construct the firehouse in November 1952 and selected contractor Don Fletcher of
Santa Ana the following month (Figure 3 and Figure 4) (Los Angeles Times 1952a, 1952b; City of Newport Beach 1953). Local news
sources dating to the 1950s indicate that Fletcher frequently worked on building projects for municipalities and other government
agencies in Los Angeles County and Orange County (Los Angeles Times 1955a, 1955b, 1958a, 1958b, 1959). The City hired contractors
Hughes & Vandervort to construct the first second -story addition in 1966 (City of Newport Beach 1966).
Fire House
Bids Ordered
NEWPORT BEACH, Nov. It.
City Clerk C. EL Pri"t today was
authorized to advertise for bids
to be opened Dec. 8 fnr s new
lire department headquarters
at 4Ta 32nd St_, adjacent to the
Newport police station.
. City Council approval 101-
Inwed recommendations of Fire
(-Nef Jan Briscoe that a build-
tng he provided to hold four
llretruck=, car iqhop, store room.
watch othce, public office. chief s
office, fire prevention bureau,
and hope r1rill tower.
Figure 3: Notice in the Los Angeles Times announcing the request for bids to
construct the fire station at 475 32nd Street (Los Angeles Times 1952a).
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 6 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ®Continuation
Figure 4: Notice in the Los Angeles Times announcing the
selection of Don Fletcher to build the fire station at 475 32nd
Street (Los Angeles Times 1952b).
International Style
�.ontrict Let
NEWPORT IBEACH. Dec. 2.3---
"he City council today awarded
)on Fletcher of Santa Ana a
19,426 contract to construct a
,vo-stary fire station at 475 end
-t., adjacent to the City Hall.
Fire Station No. 2 was designed in the International style, which emerged in western Europe and subsequently became popular in the United
States between the 1920s and the 1950s. The term "International" conveys this functional, minimalist style's lack of regionally identifiable
architectural features (Ching 1995). Inspired by the highly geometric works of architects Le Corbusier, Walter Gropius, and Mies van der
Rohe, the style is characterized by a simplification of form and rejection of ornament. During the mid -twentieth century, it became a
dominant style for commercial and institutional buildings, and to a lesser extent for residential buildings. Identifying elements of the style
include flat roofs, usually without coping; asymmetrical fagades; expanses of smooth, windowless, unadorned wall surfaces; cantilevers;
curtain walls; and often white stucco wall cladding. Windows —typically metal -sash —are commonly arranged into large groupings or
ribbon bands (McAlester 2013; Pennsylvania Historical & Museum Commission 2015).
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 7 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ® Continuation
California Register of Historical Resources Evaluation
The following includes an evaluation of Fire Station No. 2 in Newport Beach for its eligibility to the California Register of Historical
Resources (California Register) (OUP 2001). This property has not previously been evaluated for the California Register (OHP 2021). It
has been evaluated herein in accordance with Section 15064.5(a)(2)-(3) of the California Environmental Quality Act (CEQA) Guidelines,
using the criteria outlined in Section 5024.1 of the California Public Resources Code.
California Register Criterion I — Research did not demonstrate that this property is associated with events significant to the broad patterns
of our history at the local, state, or national level. This property was not the first station established by the NBFD, nor was it the first fire
station in its community. The NBFD was established on a volunteer basis in 1911. The subject Fire Station No. 2 was preceded by several
other stations, including the original Fire Station No. 2 which went into service in 1931. Fire Station No. 2 was constructed in 1953 at a time
when the NBFD was expanding its ranks and adopting new, larger firefighting technology and equipment. No demonstrably significant
events are known to have occurred at the property or as a result of its presence in the community. Therefore, the property is recommended
not eligible for listing in the California Register under Criterion 1.
California Register Criterion 2 — Research failed to indicate that this property is associated with the lives of persons who significantly
contributed to the local, state, or national culture and history. Despite his notably long tenure —first as a volunteer during the late 1920s,
then as a paid firefighter, and ultimately as chief of the NBFD from 1952 until his retirement in 1972—historical records reviewed suggest
that Jan Briscoe implemented departmental changes and carried out leadership responsibilities that would have been typical of other fire
officials during this period. There is no demonstrable evidence that any other personnel stationed at Fire Station No. 2 made significant
contributions within the broader context of the growth and development of Newport Beach during the twentieth century or the history of
the NBFD. Therefore, this property is recommended not eligible under California Register Criterion 2.
California Register Criterion 3 — Fire Station No. 2, constructed in 1953, incorporates elements of the International style, which was
popularized in the United States after first appearing in Europe during the 1920s. Fire Station No. 2 is a relatively modest example built at
a time when the International style had been widely adopted as one of the preferred architectural modes for institutional buildings. Neither
its design nor the materials used in its construction possess high artistic value. In addition, the building has been altered, notably with the
construction of two second -story additions and the wholesale replacement of the exterior fenestration. The architect of the subject property
was not identified during research and relevant materials reviewed did not suggest that builder Don Fletcher was a master in his field.
Therefore, this property is recommended not eligible for the California Register under Criterion 3.
California Register Criterion 4 — This property is not likely to yield valuable information that will contribute to our understanding of human
history because it is not and never was the principal source of important information pertaining to subjects such as fire protection facilities
or International -style architecture. Therefore, this property is recommended not eligible for listing in the California Register under Criterion
4.
Integrity — In addition to lacking historic significance, Fire Station No. 2 has lost integrity to the period of its initial construction. The
property retains integrity of its location and setting on 32nd Street on the Balboa Peninsula of Newport Beach. The property also retains
integrity of association, as it has remained in use as an NBFD fire station throughout its history. However, its integrity of design, materials,
workmanship, and feeling have diminished through substantial alterations. Large second -story additions were constructed in 1966 and
1994.Other changes include the reconfiguration of the street -facing vehicle entrances and replacement of exterior fenestration.
Conclusion — Lacking both historic significance and integrity, Fire Station No. 2 is recommended not eligible for listing in the California
Register. As such, the building is not a historical resource as defined by CEQA Section 15064.5(a).
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 8 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
* Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ®Continuation
P5a. Photographs (continued):
Photograph 2: Detail view of the main personnel entrance south fagade of Fire Station
No. 2. Note the brick cladding on the ground -level exterior. Camera facing north, October
14, 2021.
Photograph 3: East side of Fire Station No. 2 paralleling Via Oporto. Camera facing
northwest, October 14, 2021.
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 9 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ®Continuation
Photograph 4: Detail view of metal -sash hopper windows on the east side of Fire Station
No. 2. Camera facing northwest, October 14, 2021.
Photograph 5: Southwest corner of Fire Station No. 2, showing a portion of the west side.
Camera facing northeast, October 14, 2021.
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 10 of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ® Continuation
Photograph 6: Rear, north side of Fire Station No. 2. Camera facing southwest, October
14, 2021.
*B12. References (continued):
AEI Consultants. 2013. "Phase I Environment Site Assessment: 3300 Newport Boulevard & 475 32"d Street, Newport Beach, Orange
County, California, 92663." AEI Project No. 324487. Prepared for R.D. Olson Development.
Ching, Francis D.K. 1995. A Visual Dictionary of Architecture. New York, NY: Van Nostrand Reinhold.
City of Newport Beach. 1953. Building Division. Building Permit No. 14092.
1966. Building Division. Building Permit No. 54797.
1994. Building Division. Building Permit No. B9400101.
Lopez, Virginia E. 2003. "Firefighters have long history of protecting Newport Beach." Daily Pilot. November 9, 2003.
htips://www.latimes.com/socal/daily_pilot/news/tn-dpt-Um-2003-11-09-enortl8104-story.html.
1952b. "Contract Let." December 12, 1952, Part I, 13. Newspapers.com.
1955a. "Water Office Slated." August 21, 1955, Part V, 11. Newspapers.com.
1955b. "Water District to Build Office." September 18, 1955, Part VI, 7. Newspapers.com.
1958a. "Anaheim to Build New Utilities Office." June 22, 1958, Part VI, 18. Newspapers.com.
1958b. "New Civic Building." August 3, 1958, Part VI, 17. Newspapers.com.
1959. "Forest Unit Complete." August 2, 1959, Part VI, 6. Newspapers.com.
McAlester, Virginia Savage. 2013. A Field Guide to American Houses: The Definitive Guide to Identifying and Understanding
America's Domestic Architecture. New York, NY: Alfred A. Knopf
NETR (National Environmental Title Research, LLC).1953. "Newport Beach, California." [Aerial Photograph]. Electronic resource,
DPR 523L (9/2013)
State of California - The Resources Agency Primary#
DEPARTMENT OF PARKS AND RECREATION HRI #
CONTINUATION SHEET Trinomial
Page 1 I of 12 *Resource Name or # Newport Beach Fire Department Station No. 2
*Recorded by: Michelle Van Meter, Michael Baker International *Date: October 14, 2021 ®Continuation
b—qs://www.historicaerials.com/, accessed November 2021.
.1963. "Newport Beach, California." [Aerial Photograph]. Electronic resource, hqs://www.historicaerials.com/1 accessed
November 2021.
—.1972. "Newport Beach, California." [Aerial Photograph]. Electronic resource, hqs://www.historicaerials.com/I accessed
November 2021.
. 1995. "Newport Beach, California." [Aerial Photograph]. Electronic resource, hqs://www.historicaerials.com/, accessed
November 2021.
Newport Beach Fire Department Archives. No date. Photograph of Fire Station No. 2, in Images ofAmerica: Newport Beach Fire
Department, by Michael J. Novak. 2008. Charleston, SC: Arcadia Publishing.
Novak, Michael J. 2008. Images of America: Newport Beach Fire Department. Charleston, SC: Arcadia Publishing.
OHP (Office of Historic Preservation). 2001. Technical Assistance Series #7: How to Nominate a Resource to the California Register of
Historical Resources. Sacramento, CA: California Department of Parks and Recreation.
hM2s:Hohp_parks.ca. goy/pages/1056/files/07_TAB%207%20How%20To%20Nominate%20A%20Property%20to%20California%20
Re ig ster.pdf.
2021. Built Environment Resource Directory. Orange County, California. Sacramento, CA: California Department of Parks and
Recreation. Accessed November 2021. hqs://ohp.parks.ca.gov/?yage id=30338.
Pacific Air Industries. 1954. Aerial Photograph. Flight PAI-40-02. Frame 40-60. December 22, 1954. Available at University of
California, Santa Barbara, Geospatial Collection. Accessed November 2021. hqs://mil.library.ucsb.edu/M indexes/FrameFinder/.
Pennsylvania Historical & Museum Commission. 2015. Bureau of Historic Preservation. "International Style 1930-1950."
hM2://www.12hmc.state.pa.us/portal/communities/architecture/styles/intemational.httnl. Accessed November 2021.
USGS (United States Geological Survey). 1949. Newport Beach, California. 1:24000. Accessed November 2021.
https://n mg db.usgsgov/topoview/viewer/#.
1951. Newport Beach, California. 1:24000. Accessed November 2021. hops://n mg db.usgsgov/topoview/viewer/#.
1965. Newport Beach, California. 1:24000. Accessed November 2021. hgps://n mg db.usgs gov/topoview/viewer/#.
DPR 523L (9/2013)
Attachment 3
Interested Parties Consultation
Letters
From:
VanMeter, Michelle
To:
bsvalstadCabamail.com
Cc:
Fike, Aisha
Subject:
Cultural Resources Consultation for the Lido House Hotel Expansion Project
Date:
Tuesday, November 2, 2021 1:47:00 PM
Attachments:
2021-11-02 Newport Beach Historical Societv.odf
Good Afternoon,
Michael Baker International is conducting a cultural resources investigation for the Lido House Hotel
Expansion Project in Newport Beach, California. See the attached file for a project location and
description. Please notify us if your organization has any information or concerns about historic
properties in the project area. This is not a request for research; it is solely a request for public input
related to any concerns that the Newport Beach Historical Society may have. If you have any
questions, please contact me at Michelle.VanMeter(@mbakerintl.com or Senior Architectural
Historian Aisha Fike at Aisha.FikePmabkerintl.com.
Warm regards,
Michelle Van Meter I Architectural Historian I Pronouns: she/her
2729 Prospect Park Dr. Suite 220 1 Rancho Cordova, CA 95670 1 [0] 916-517-4422 1 [M] 425-327-
9427
michelle.vanmeter@mbakerintl.com I www.mbakerintl.com
If
From: Microsoft Outlook
To: bsyalstad((Domail. com
Subject: Relayed: Cultural Resources Consultation for the Lido House Hotel Expansion Project
Date: Tuesday, November 2, 2021 2:09:41 PM
Attachments: Cultural Resources Consultation for the Lido House Hotel Expansion Proiect.msg
Delivery to these recipients or groups is complete, but no delivery notification was sent by the destination server:
bsvalstad@gmail.com (bsvalstad@gmail.com) <mailto:bsvalstad@gmail.com>
Subject: Cultural Resources Consultation for the Lido House Hotel Expansion Project
November 2, 2021
NEWPORT BEACH HISTORICAL SOCIETY
BERNIE SVALSTAD, PRESIDENT
P.O. BOX 8814
NEWPORT BEACH, CA 92658
via email: bsvalstad@gmail.com
RE: CONSULTATION FOR THE LIDO HOUSE HOTEL EXPANSION PROJECT, CITY OF
NEWPORT BEACH, ORANGE COUNTY, CALIFORNIA
Dear Mr. Svalstad:
Michael Baker International is conducting a cultural resources investigation for the City of Newport
Beach, Community Development Department regarding the Lido House Hotel EIR Addendum No.
2 for the proposed expansion of the Lido House Hotel (project). The project site is located in the
City of Newport Beach and involves a 4.25-acre site at the northeast corner of the intersection of
Newport Boulevard and 32nd Street on the Balboa Peninsula in the Lido Village area of the City,
as depicted on the accompanying figures (see Figure 1-Figure 3).
The project proposes to increase the site's maximum allowed gross floor area by 15,103 gross
square feet from 103,470 gross square feet to 118,573 gross square feet. The additional 15,103
gross square feet would allow development of five additional cottages and expand the existing
hotel building. The project would also incorporate the adjacent parcel, currently occupied by Lido
Fire Station No. 2, by demolishing the fire facility to accommodate additional on -site parking.
Specifically, the proposed surface parking lot would provide 16 parking spaces and 5 additional
spaces accommodated via valet stacking within drive aisles.
As a component of the cultural resources investigation, Michael Baker International is requesting
input on known or potential historic properties or cultural resources in the project area. Please
notify us if your organization has any information or concerns about historical resources within
the project area. This is not a request for research; it is solely a request for public input related to
any concerns that the Newport Beach Historical Society may have. If you have any questions,
please contact me at your earliest convenience at Michelle.VanMeter@mbakerintl.com or (916) 517-
4422.
Sincerely,
Michelle Van Meter, M.A.
Architectural Historian
Attachments: Figure 1 — Regional Vicinity; Figure 2 — Project Vicinity; Figure 3 — Project Area
Lido House Hotel
EIR Addendum No. 2
Attachment 2
Preliminary Water Quality Management Plan
46 June 2022
FUSCOE
E N G I N E E R I N 6
PRELIMINARY
AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
'.ADO 14M M 1410'
REDEVELOPMENT PROJECT
Newport Beach, California
Prepared For
R.D. OLSON DEVELOPMENT
2955 Main Street, Third Floor
Irvine, California 92614
949.574.8500
Prepared By
Fuscoe Engineering, Inc.
16795 Von Karman, Suite 100
Irvine, California 92606
949.474.1960
www.fuscoe.com
Project Manager:
Mark Nero, PE
Date Prepared: February 5, 2016
Date Revised: June 2, 2016
2nd Revision: August 1, 2016
Amendment: June 14, 2021
Job Number: 1100.004.01
1
41111110'y
y J
F��
f u I I c i r c I e t h i n k i n g®
DRAFT AMENDED PRIORITY PROJECT
WATER QUALITY MANAGEMENT PLAN
(PWQMP-AMENDED)
LIDO HOUSE HOTEL
3300 Newport Boulevard
City of Newport Beach, County of Orange
PLAN CHECK NO. TBD
APN 423-1 1 1-02
Prepared for:
R.D. OLSON DEVELOPMENT
2955 Main Street, Third Floor
Irvine, California 92614
949.574.8500
Prepared by:
FUSCOE ENGINEERING, INC.
16795 Von Karman, Suite 100
Irvine, CA 92618
949.474.1960
Date Prepared: February 5, 2016
Date Revised: June 2, 2016
2nd Revision: August 1, 2016
Date Amended (draft) March 5, 2021
Date Revised Amended (draft), June 14, 2021
FINAL WATER QUALITY MANAGEMENT PLAN (WQMP)
LIDO HOUSE HOTEL
PROJECT OWNER'S CERTIFICATION
Permit/Application No.:
TBD
Grading Permit No.:
Pending
Tract/Parcel Map and
Lot(s)No.:
N/A
Building Permit No.:
Pending
Address of Project Site
3300 Newport Boulevard, Newport Beach, CA 92663
and APN:
423-1 1 1-02
This revised Amended Water Quality Management Plan (WQMP) has been prepared for R.D. OLSON
DEVELOPMENT by FUSCOE ENGINEERING, INC. The WQMP is intended to comply with the
requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the
plan.
The undersigned, while it owns the subject property, is responsible for the implementation of the
provisions of this plan , including the ongoing operation and maintenance of all best management
practices (BMPs), and will ensure that this plan is amended as appropriate to reflect up-to-date
conditions on the site consistent with the current Orange County Drainage Area Management Plan
(DAMP) and the intent of the non -point source NPDES Permit for Waste Discharge Requirements for the
County of Orange, Orange County Flood Control District and the incorporated Cities of Orange
County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its
successors - in -interest shall bear the aforementioned responsibility to implement and amend the WQMP.
An appropriate number of approved and signed copies of this document shall be available on the
subject site in perpetuity.
OWNER:
Name:
Anthony Wrzosek
Title:
Vice President
Company:
R.D. Olson Development
Address:
520 Newport Center Drive, Suite 600, Newport Beach, CA 92660
Email:
anthony.wrzosek@rdodevelopment.com
Telephone:
949.271 .1 109
Signature:
Date:
R.D. OLSON DEVELOPMENT i OWNER'S CERTIFICATION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
TABLE OF CONTENTS
SECTION I DISCRETIONARY PERMITS AND WATER QUALITY CONDITIONS ........................... 1
SECTION II PROJECT DESCRIPTION...................................................................................
4
11.1 Project Description.....................................................................................................
4
11.2 Potential Storm Water Pollutants..................................................................................
8
11.3 Hydrologic Conditions of Concern...............................................................................
9
11.4 Post Development Drainage Characteristics.................................................................
10
11.5 Property Ownership/Management..............................................................................
10
SECTION III SITE DESCRIPTION.....................................................................................
12
111.1 Physical Setting........................................................................................................
12
111.2 Site Characteristics...................................................................................................
12
111.3 Watershed Description..............................................................................................
15
SECTION IV BEST MANAGEMENT PRACTICES(BMPs).......................................................
17
IV.1 Project Performance Criteria......................................................................................
17
IV.2 Site Design and Drainage Plan..................................................................................
17
IV.2.1 Site Design BMPs...............................................................................................
18
IV.2.2 Drainage Management Areas.............................................................................
19
IV.3 LID BMP Selection and Project Conformance Analysis ...................................................
20
IV.3.1 Hydrologic Source Controls (HSCs).....................................................................
20
IV.3.2 Infiltration BMPs................................................................................................
21
IV.3.3 Evapotranspiration & Rainwater Harvesting BMPs..................................................
24
IV.3.4 Biotreatment BMPs............................................................................................
25
IV.3.5 Hydromodification Control BMPs.........................................................................
26
IV.3.6 Regional/Sub-Regional LID BMPs........................................................................26
IV.3.7 Treatment Control BMPs....................................................................................
26
IV.3.8 Non -Structural Source Control BMPs...................................................................
28
IV.3.9 Structural Source Control BMPs...........................................................................
30
IV.4 Alternative Compliance Plan......................................................................................
31
IV.4.1 Water Quality Credits........................................................................................
31
IV.4.2 Alternative Compliance Plan Information..............................................................
32
SECTION V INSPECTION/MAINTENANCE RESPONSIBILITY FOR BMPs..................................
33
SECTION VI SITE PLAN AND DRAINAGE PLAN.................................................................
40
SECTION VII EDUCATIONAL MATERIALS.........................................................................
42
APPENDICES....................................................................................................................
43
R.D. OLSON DEVELOPMENT ii TABLE OF CONTENTS
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
APPENDICES
Appendix ............................................................................................. Supporting Calculations
Appendix B.............................................................................. Notice of Transfer of Responsibility
Appendix C.................................................................................................Educational Materials
Appendix D................................................................. BMP Maintenance Supplement / O&M Plan
Appendix E.............................................................................................. Conditions of Approval
Appendix F................................................................................................ Infiltration Test Results
EXHIBITS & BMP DETAILS (INCLUDED IN SECTION VI)
■ Vicinity Map
■ WQMP Exhibit
■ Typical Cross Sections
■ Pervious Pavement (INF-6)
■ Underground Infiltration (INF-7)
■ Pre-treatment Roof Drain Filters
EDUCATIONAL MATERIALS (INCLUDED IN APPENDIX C)
■ The Ocean Begins at Your Front Door
■ Recycle at Your Local Used Oil Collection Center (Central County)
■ Responsible Pest Control
■ Sewer Spill
■ Tips for Landscaping and Gardening
■ Tips for Pool Maintenance
■ Tips for the Food Service Industry
■ Proper Maintenance Practices for Your Business
■ DF-1 Drainage System Operation & Maintenance
■ IC-3 Building Maintenance
■ IC-7 Landscape Maintenance
■ IC-16 Pool & Fountain Cleaning
■ IC-22 Eating & Drinking Establishments
■ SC-41 Building & Grounds Maintenance
■ SC-43 Parking/Storage Area Maintenance
R.D. OLSON DEVELOPMENT iii TABLE OF CONTENTS
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
■ SD-10 Site Design & Landscape Planning
■ SD-12 Efficient Irrigation
■ SD-13 Storm Drain Signage
■ SD-32 Trash Storage Areas
R.D. OLSON DEVELOPMENT iv TABLE OF CONTENTS
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (WWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
SECTION I DISCRETIONARY PERMITS AND WATER QUALITY
CONDITIONS
PROJECT INFORMATION
Permit/Application
TBD
Tract/Parcel Map
N/A
No..
No..
Address of Project
3300 Newport Boulevard, Newport Beach, CA 92663
Site and APN:
423-1 1 1-02
WATER QUALITY CONDITIONS
Initial Coastal Development Permit No. 5-14-1785
Initial City of Newport Beach Planning Commission Resolution 1952
Initial City of Newport Beach Planning Commission Resolution 1953
Discretionary
Permit(s):
Amended Coastal Development Permit No. TBD
Amended City of Newport Beach Planning Commission Resolution TBD
Amended City of Newport Beach Planning Commission Resolution TBD
Initial City of Newport Beach Planning Commission Resolution 1953
Condition No. 37
Prior to issuance of grading permits, the applicant shall prepare and submit
a Water Quality Management Plan (WQMP) for the proposed project,
subject to the approval of the Building Department and Code and Water
Quality Enforcement Division. The WQMP shall provide appropriate Best
Management Practices BMPs) to ensure that no violations of water quality
standards or waste discharge requirements occur.
Initial Coastal Development Permit No. 5-14-1785
Water Quality
Condition No. 4. Water Quality Management Plan:
Conditions:
PRIOR TO ISSUANCE OF THE COASTAL DEVELOPMENT PERMIT, the
applicant shall submit for the review and approval of the Executive Director,
a Water Quality Management Plan (WQMP) for the post -construction
project site, prepared by a licensed water quality professional, and shall
include plans, descriptions, and supporting calculations. The WQMP shall
incorporate structural and non-structural Best Management Practices
(BMPs) designed to reduce, to the maximum extent practicable, the volume,
velocity and pollutant load of stormwater and dry weather flows leaving the
developed site. In addition to the specifications above, the plan shall be in
substantial conformance with the following requirements:
a) Post -development peak runoff rates and average volumes shall not
exceed predevelopment conditions.
R.D. OLSON DEVELOPMENT 1 DISCRETIONARY PERMITS & WATER QUALITY CONDITIONS
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
b) Appropriate structural and non-structural BMPs shall be designed to treat
or filter the runoff from all surfaces and activities on the development site.
c) Post -construction structural BMPs (or suites of BMPs) should be designed
to treat or filter the amount of stormwater runoff produced by all storms up
to and including the 85th percentile, 24-hour storm event for volume -based
BMPs, and/or the 85th percentile, 1-hour storm event, with an appropriate
safety factor (i.e., 2 or greater), for flow -based BMPs.
d) Runoff from all roofs and parking areas shall be collected and directed
through a system structural BMPs of vegetated areas and/or gravel filter
strips or other vegetated or media filter devices. The filter elements shall be
designed to 1) trap sediment, particulates and other solids and 2) remove
or mitigate contaminants through infiltration and/or biological uptake. The
drainage system shall also be designed to convey and discharge runoff in
excess of this standard from the building site in a non -erosive manner.
e) The WQMP shall provide for the treatment of runoff from the parking
surfaces using appropriate structural and non-structural BMPs. At a
minimum this must include a filter designed specifically to minimize
vehicular contaminants (oil, grease, automotive fluids, heavy metals),
sediments, and floatables and particulate debris.
f) The applicant shall regularly sweep -the parking surfaces on a weekly
basis, in order to prevent dispersal of pollutants that might collect on those
surfaces.
g) The detergents and cleaning components used on site shall comply with
the following criteria: they shall be phosphate -free, biodegradable, and
non -toxic to marine wildlife; amounts used shall be minimized to the
maximum extent practicable; no fluids containing ammonia, sodium
hypochlorite, chlorinated solvents, petroleum distillates, or lye shall be
used;
h) The applicant shall not spray down or wash down the parking lot or
surrounding sidewalks unless the water used is directed through the sanitary
sewer system or a filtered drain. No car washing shall be permitted in the
parking lot.
i) All BMPs shall be operated, monitored, and maintained for the life of the
project and at a minimum, all structural BMPs shall be inspected, cleaned -
out, and where necessary, repaired at the following minimum frequencies:
(1) prior to October 15th each year; (2) during each month between
October 15th and April 15th of each year and, (3) at least twice during the
dry season.
j) Debris and other water pollutants removed from structural BMPs) during
clean -out shall be contained and disposed of in a proper manner;
k) It is the applicant's responsibility to maintain the drainage system and the
associated structures and BMPs according to manufacturer's specification.
1) Water from the pool and spa shall not enter any storm drains without
proper treatment.
R.D. OLSON DEVELOPMENT 2 DISCRETIONARY PERMITS & WATER QUALITY CONDITIONS
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
m) Provide a detailed description and flows of the "Flow Through" system in
the parking lot area.
n) Provide clarification of the Fire Station parking lot permeability.
o) Adequate curb cut size, number, and placement called out on the plans.
p) The center of the parking areas and graded areas shall be constructed to
adequately drain toward infiltration zones.
q) Finished grade of landscaping areas should be at a lower elevation than
the surrounding impermeable areas.
The permittee shall undertake development in accordance with the final
plan. Any proposed changes to the final plan shall be reported to the
Executive Director. No changes to the final plan shall occur without a
Commission amendment to this coastal development permit unless the
Executive Director determines that no amendment is legally required.
WATERSHED -BASED PLAN CONDITIONS
Applicable
Lower Newport Bay TMDLs:
conditions from
' Metals
watershed - based
' Nutrients
plans including
' Pathogens
WIHMPs and
' Pesticides
TMDLs:
' Priority Organics
■ Siltation
Amended City of Newport Beach Planning Commission Resolution TBD
Condition No. ##
Text to be determined
Amended Water
Quality Conditions:
Amended Coastal Development Permit No. TBD5
Condition No. #. Water Quality Management Plan:
Text to be determined
R.D. OLSON DEVELOPMENT 3 DISCRETIONARY PERMITS & WATER QUALITY CONDITIONS
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (WWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
SECTION II PROJECT DESCRIPTION
11.1 PROJECT DESCRIPTION
The proposed Lido House Hotel project site encompasses approximately 5.5 acres, including the fire
station parcel, in the City of Newport Beach. The project site is bounded by Newport Boulevard to the
west, 32nd Street to the south, Villa Way to the east and Finley Avenue to the north. A Vicinity Map is
included in Section VI.
Under existing conditions, the project site consists of the Lido House Hotel. Adjacent land uses include
retail commercial to the north, east, and south, and residential to the west across Newport Blvd. The
site is located on the Balboa Peninsula in the Lido Village area of Newport Beach.
The table below summarizes the proposed project.
DESCRIPTION OF PROPOSED PROJECT
8. All significant redevelopment projects, where significant redevelopment is
defined as the addition or replacement of 5,000 or more square feet of
impervious surface on an already developed site. Redevelopment does not
include routine maintenance activities that are conducted to maintain
WQMP
original line and grade, hydraulic capacity, original purpose of the facility,
Development
or emergency redevelopment activity required to protect public health and
Category:
safety.
Since the proposed project includes the addition and replacement of more than
5,000 square feet of impervious surfaces on an already developed site, the
project is considered a "Priority Project" in accordance with the Model WQMP
and OC DAMP.
Project Area (ft2):
148,635ft2 (3.42 acres)
# of Dwelling
Not Applicable (hotel property).
Units:
SIC Code:
7011 Hotels and Motels
The amended project adds five (5) cottage units in the southeast quadrant of
the existing project, an additional meeting room south of the existing ballroom
and west of the caf6 and a small storage building on the east side of the hotel.
The balance of the project remains undisturbed and consists of: a 130-room
hotel in one three-story building, meeting rooms, accessory retail spaces, a
Narrative Project
restaurant, lobby bar, rooftop bar, guest pool and recreational areas. In
Description:
addition, the project includes public open spaces consisting of a pedestrian
plaza with landscape areas, decorative paving, benches and other features
located along Newport Boulevard and 32n1 Street. Parking, utility and
infrastructure improvement reconfigurations in the vicinity of the proposed
cottages are also proposed. The fire station parcel will be used exclusively for
parking and infiltration.
R.D. OLSON DEVELOPMENT 4 PROJECT DESCRIPTION
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
DESCRIPTION OF PROPOSED PROJECT
Low Impact Development (LID) features and best management practices (BMPs)
will be incorporated into the project, and will include pervious pavement and
infiltration galleries. Further details on the proposed BMPs can be found in
Section A of this preliminary amended PWQMP.
Project Area:
Pervious Area
Pervious Area
Impervious Area
Impervious Area
Percentage
Percentage
Pre -Project
Conditions:
1.2 ac
28%
3.07 ac
o
72/0
Post -Project
Conditions:
0.85 ac
20%
3.42 ac
80% o
The addition of the five (5) cottage units impacts the eastern portion of the
project. Local, on -site drainage patterns are disturbed but do not alter final
drainage courses, volumes or flowrates. No significant change in impervious
coverage is proposed.
Drainage on the site follows the topography of the land, with existing drainage
patterns flowing westerly to Newport Blvd, northerly to Via Lido Plaza and
southerly to Villa Way. The majority of flow is taken westerly to the existing
catch basins in Newport Blvd. There are three (3) relatively shallow catch basins
in Newport Blvd. The most northerly catch basin (CB 1) captures flow from the
southwest portion of the Via Lido Plaza and a portion of the existing northerly
arced parking lot. This basin is connected via two 12-inch connecting pipes to
the existing catch basin at the southeast corner of the intersection of the main
entry and Newport Blvd (CB 2). CB 2 collects drainage from most of the
northerly portion of the project site in addition to the drainage from CB 1 and
directs flows via two (2) 12-inch PVC connecting pipes, westerly across Newport
Drainage
Boulevard to the existing municipal storm drain system. The most southerly
Patterns/
catch basin (CB 3), is located at the northeast corner of Newport Blvd. and
Connections:
32nd Street. This basin collects drainage from the majority of the southern
portion of the site, and a basin on the southeast corner of Newport Blvd and
32nd Street and directs flow westerly across Newport Blvd. via a 15-inch RCP
connecting pipe to the municipal storm drain system on the west side of
Newport Boulevard. Both existing municipal storm drain systems on the westerly
side of Balboa Boulevard discharge to the Rivo Alto channel, part of Lower
Newport Bay. Drainage to the north is directed through the existing Via Lido
Plaza parking lot to the existing municipal storm drain system on the north side
of that site. This flow discharges to the northwest upper end of Lower Newport
Bay. The southeast portion of the site drains southerly in Villa Way to the
existing municipal storm drain system serving 30th, 31 st and 32nd streets. This
system connects to the existing 36" RCP in 30th Street which discharges to the
Rhine Canal in Lower Newport Bay.
Overall the project reduces runoff to the off -site storm drain facilities by slightly
less than 2%. The proposed development will maintain the historic drainage
patterns with the exception that flows are no longer routed north through the
R.D. OLSON DEVELOPMENT 5 PROJECT DESCRIPTION
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
DESCRIPTION OF PROPOSED PROJECT
Via Lido Shopping area. Localized area drains are proposed to be used along
landscaping adjacent to the building and to drain the courtyard/pool area. All
other flows are anticipated to be overland. The drive approach area from the
northerly parking area of the site to the Via Lido Plaza is anticipated to be re-
graded to prevent runoff from Via Lido Plaza onto the site. Runoff would be
diverted westerly within the Via Lido Plaza to the westerly inlet in the parking
area connected to CB 1. This alteration is being proposed primarily to reduce
the impact of off -site runoff on the on -site water quality BMPs.
Runoff from all roofs and parking areas shall be collected and directed through
a system structural BMPs of gravel infiltration galleries and pervious pavement.
The drainage system shall also be designed to convey and discharge runoff in
excess of this standard from the building site in a non -erosive manner.
See also Section 111.2 for further drainage descriptions.
PROJECT FEATURES
The hotel building remains at 3 levels with 130 guest rooms. The guestrooms
include both queen and king guestrooms. The extended stay suites remain and
Building
5 additional two-story villas are being proposed in addition to the existing five
Summary:
5) villas. A lighthouse -style observation tower is proposed in the northwest
corner of the site. The existing fire station located in the southeast corner of the
site will remain under proposed conditions.
The revised site adds a meeting room south of the existing ballroom. Existing
guest amenities within the hotel include meeting rooms, accessory retail spaces,
a restaurant, lobby bar, rooftop bar, fitness center, guest pool and private
outdoor recreational area. Specifically, the outdoor private recreational area
Amenities:
will include a pool, spa, outdoor fireplace, focal water feature, formal lawn
area and decorative landscaping. North of the proposed villas an additional
event lawn is being planned. The western portion of the site along Newport
Boulevard includes a public plaza, and will feature decorative paving, wood
decking, reclaimed wood benches, a lawn terrace with preserved existing trees,
native landscaping throughout the plaza.
Landscaping exists around the perimeter of the site, within the central guest
Landscaped
recreational area/courtyard, as planters on the rooftop lounge area, within the
Areas:
parking lot, and within the public plaza along Newport Boulevard.
Approximately 1 acre of the site will be landscaped.
Hardscaped
Hardscaped areas will be located throughout the site, and will include asphalt
Areas:
and permeable paved drive aisles and parking areas (---1.0 ac), concrete paver
outdoor courtyards and concrete sidewalks (---1.5 ac).
R.D. OLSON DEVELOPMENT 6 PROJECT DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
PROJECT FEATURES
Parking will be provided as surface spaces surrounding the proposed building.
A total of 117 surface spaces are proposed, reduced from the existing 148. An
Parking Facilities:
off -site parking agreement will make up the lost spaces. The existing metered
surface parking spaces along 32n1Street will remain under proposed conditions
(16 total spaces).
A restaurant is within the building, with additional seating provided in an
outdoor courtyard. All food preparation will be handled indoors. A grease
interceptor is located in the sanitary sewer system in accordance with local
requirements.
The trash enclosure on the south side is being reconfigured on the west side of
the proposed ballroom. The existing trash enclosure, located in the
southeastern portion of the site near the existing fire station will remain. These
Other Project
areas will be walled and covered to preclude precipitation and runoff consistent
with City standards.
Features:
The at -grade delivery area will be reconfigured on the east side of the hotel. A
small storage bldg. is proposed to facilitate deliveries. No below -grade loading
docks are proposed.
The site will not have any additional outdoor storage areas, vehicle/ community
car wash racks or vehicle/equipment wash areas. The applicant shall not spray
down or wash down the parking lot or surrounding sidewalks unless the water
used is directed through the sanitary sewer system or a filtered drain. No car
washing shall be permitted in the parking lot.
Outdoor areas throughout the site are used for vehicle parking (in designated
spaces), pedestrian access, recreational and event purposes. The private
recreation areas include a pool, spa, fireplace, formal lawns and other
landscaping for guest uses. An arrival court with focal water feature and motor
Outdoor
court gateway is located on the northern side of the building. Paved parking is
Activities:
located along the northern, eastern, and southern portions of the site.
A public plaza is located on the western side of the project along Newport
Boulevard, and will feature decorative paving, wood decking, reclaimed wood
benches, a lawn terrace with preserved existing trees, native landscaping
throughout the plaza. The outdoor space will be for passive recreational uses.
No outdoor storage of materials is anticipated (materials will be stored
indoors). Materials anticipated to be utilized and stored on -site include those
associated with commercial/hotel uses (including cleaning and maintenance
products, hotel linens, guestroom amenity supplies, office supplies, retail
inventory, etc.) and restaurant uses (food preparation equipment, service
Materials Used &
supplies, food items, table settings, etc.). Pool cleaning materials and chemical
Stored:
swill be stored indoors or off -site (via pool cleaning contractor).
The detergents and cleaning components used on site shall comply with the
following criteria: they shall be phosphate -free, biodegradable, and non -toxic
to marine wildlife; amounts used shall be minimized to the maximum extent
practicable; no fluids containing ammonia, sodium hypochlorite, chlorinated
solvents, petroleum distillates, or lye shall be used.
R.D. OLSON DEVELOPMENT 7 PROJECT DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
PROJECT FEATURES
The project is not anticipated to generate any wastes other than landscaping
clippings and trash & debris. Outdoor trash receptacles will be provided
Wastes
throughout the common areas of the site for the visitors to dispose of their
Generated:
refuse in a proper manner, and property maintenance will provide trash and
removal to maintain atrash-free property. All wastes shall be
Lwasteaterial
and properly disposed of off -site (see Sections IV.3.8 & IV.3.9 for
ontrol BMPs related to these features).
11.2 POTENTIAL STORM WATER POLLUTANTS
The table below, derived from Table 2 of the Countywide Model WQMP Technical Guidance Document
(May 201 1), summarizes the categories of land use or project features of concern and the general
pollutant categories associated with them.
ANTICIPATED & POTENTIAL POLLUTANTS GENERATED BY LAND USE TYPE
General
Pollutant
Categories
H
H
0
.Y
06
Priority Project Categories
and/or Project Features
N N
am
a
x a o
a 0-
s
O
Qj NN
Z
=<
a
O
5
O O
a s
N N
C
U
Detached Residential
Development
E
E
N
E
E
E
N
E
Attached Residential
E
E
N
E
E
E(�)
N
E
Development
Commercial/Industrial
E(')
EI'I
E(5)
E(3)
EI'I
E
E
E
Development
Automotive Repair Shops
N
N
E
N
N
E
E
E
Restaurants
EI'1(2)
EI'I
E121
E
EI'I
E
N
E
Hillside Development
>5,000 ft2
E
E
N
E
E
E
N
E
Parking Lots
E
E(l)
E
E(4)
EI'I
E
E
E
Streets, Highways, &
E
EI'I
E
E(4)
E(l)
E
E
E
Freeways
Retail Gasoline Outlets
N
N
E
N
N
E
E
E
Notes:
E = expected to be of concern N = not expected to be of concern
(1) Expected pollutant if landscaping exists on -site, otherwise not expected.
(2) Expected pollutant if the project includes uncovered parking areas, otherwise not expected.
(3) Expected pollutant if land use involves food or animal waste products, otherwise not expected.
(4) Bacterial indicators are routinely detected in pavement runoff.
(5) Expected if outdoor storage or metal roofs, otherwise not expected.
Source: County of Orange. (2011, May 19). Technical Guidance Document for the Preparation of Conceptual/ Preliminary and/or
Project Water Quality Management Plans (WQMPs). Table 2.1 .
R.D. OLSON DEVELOPMENT 8 PROJECT DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
Priority Project Categories and/or Features:
■ Commercial/Industrial Development
■ Parking Lots
POLLUTANTS OF CONCERN
E = Expected to be of
Pollutant
concern
Additional Information and Comments
N =Not Expected to
be of concern
Suspended Solid/
E
303(d) listed impairment / TMDL
Sediment
Nutrients
E
303(d) listed impairment / TMDL
Heavy Metals
E
303(d) listed impairment / TMDL
Pathogens
(Bacteria/Virus)
E
303(d) listed impairment / TMDL
Pesticides
E
303(d) listed impairment / TMDL
Oil & Grease
E
Toxic Organic
E
Compounds
Trash & Debris
E
11.3 HYDROLOGIC CONDITIONS OF CONCERN
The purpose of this section is to identify any hydrologic conditions of concern (HCOC) with respect to
downstream flooding, erosion potential of natural channels downstream, impacts of increased flows on
natural habitat, etc. As specified in Section 2.3.3 of the 2011 Model WQMP, projects must identify and
mitigate any HCOCs. A HCOC is a combination of upland hydrologic conditions and stream biological
and physical conditions that presents a condition of concern for physical and/or biological degradation
of streams.
In the North Orange County permit area, HCOCs are considered to exist if any streams located
downstream from the project are determined to be potentially susceptible to hydromodification impacts
and either of the following conditions exists:
■ Post -development runoff volume for the 2-yr, 24-hr storm exceeds the pre -development runoff
volume for the 2-yr, 24-hr storm by more than 5 percent
or
R.D. OLSON DEVELOPMENT 9 PROJECT DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
■ Time of concentration (Tc) of post -development runoff for the 2-yr, 24-hr storm event exceeds
the time of concentration of the pre -development condition for the 2-yr, 24-hr storm event by
more than 5 percent.
If these conditions do not exist or streams are not potentially susceptible to hydromodification impacts,
an HCOC does not exist and hydromodification does not need to be considered further. In the North
Orange County permit area, downstream channels are considered not susceptible to hydromodification,
and therefore do not have the potential for a HCOC, if all downstream conveyance channels that will
receive runoff from the project are engineered, hardened, and regularly maintained to ensure design
flow capacity, and no sensitive habitat areas will be affected.
Is the proposed project potentially susceptible to hydromodification impacts?
❑ Yes ® No (show map)
In accordance with updated Susceptibility Analysis, Newport Bay, Newport Coastal Streams exhibit
within the 2011 TGD, the project lies in a location not subject to hydromodification impacts or HCOC's.
11.4 POST DEVELOPMENT DRAINAGE CHARACTERISTICS
Overall the project reduces runoff to the off -site storm drain facilities by slightly less than 2%. The
proposed development will maintain the historic drainage patterns with the exception that flows are no
longer routed north through the Via Lido Shopping area. Due to the shallow depths of the adjacent
public storm drain catch basins and the need to treat low flows to conform to the requirements of Low
Impact Development and the County of Orange Drainage Area Management Plan (DAMP), this project
will continue using primarily surface flow with localized area drains to drain the site. This method
maximizes the potential for runoff infiltration which is the primary Best Management Practice for water
quality purposes.
Localized area drains are proposed to be used along landscaping adjacent to the building and to drain
the courtyard/pool area. Runoff from all roofs and parking areas shall be collected and directed through
a system structural BMPs of gravel underground infiltration galleries and pervious pavement. The
drainage system shall also be designed to convey and discharge runoff in excess of this standard from
the building site in a non -erosive manner. All other flows are anticipated to be overland.
11.5 PROPERTY OWNERSHIP/MANAGEMENT
PROPERTY OWNERSHIP/MANAGEMENT
Public Streets:
City of Newport Beach
Private Streets:
Not Applicable
Landscaped Areas:
City of Newport Beach (public areas)
R.D. Olson Development (private areas)
Open Space:
City of Newport Beach (public areas)
R.D. Olson Development (private areas)
R.D. OLSON DEVELOPMENT 10 PROJECT DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
PROPERTY OWNERSHIP/MANAGEMENT
Easements:
City of Newport Beach (public access/right-of-way)
Southern California Edison (various utilities)
Parks:
Not Applicable
Buildings:
R.D. Olson Development
Structural BMPs:
R.D. Olson Development
R.D. Olson Development shall assume all BMP maintenance and inspection responsibilities for the
proposed project. Inspection and maintenance responsibilities are outlined in Section V of this report.
R.D. OLSON DEVELOPMENT 1 1 PROJECT DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL
SECTION III SITE DESCRIPTION
111.1 PHYSICAL SETTING
JUNE 14, 2021
Planning Area/
Lido House Hotel
Community Name:
Address:
3300 Newport Boulevard, Newport Beach, CA
Project Area Description:
Northeast corner of Newport Boulevard and 32n1 Street on the Balboa
Peninsula in the Lido Village area of Newport Beach
Land Use:
Existing: Mixed Use (MU-H5)
Proposed: Mixed Use (MU-H5) [no change]
Zoning:
Existing: Mixed Use -Lido Village (MU-LV)
Proposed: Mixed Use -Lido Village (MU-LV) [no change]
Acreage:
4.27 ac
Predominant Soil Type:
A'
Impervious Conditions:
Existing Impervious Area: ---3.4 acres (80%)
o
Proposed Impervious Area: -�-3.4 acres (80%) [no change]
Pervious Conditions:
-�- Existing Pervious Area: 0.8 acres (20%)
Proposed Pervious Area: —0.8 acres (20%) [no change]
111.2 SITE CHARACTERISTICS
Precipitation Zone:
0.7 inches per Figure XVI-1 of the TGD (see Appendix A)
The project site is relatively flat with the highest point being in the
center of the site where the existing city hall buildings are located. The
site drops off on all sides to the adjacent parking and roadway areas.
Existing elevations vary from a high of approximately 10.1 feet to 8.8
Topography:
in the adjacent street with the catch basins on Newport Blvd. at 6.6
feet at the flow line.
Drainage on the site follows the topography of the land, with existing
drainage patterns flowing westerly to Newport Blvd, northerly to Via
Lido Plaza and southerly to Villa Way.
The majority of flow is taken westerly to the existing catch basins in
Existing Drainage
Newport Blvd. There are three (3) relatively shallow catch basins in
Newport Blvd. with depths on the order of two (2) feet deep.
Patterns/ Connections:
The most northerly catch basin (designated CB 1) captures flow from
the southwest portion of the Via Lido Plaza and a portion of the
' Source: County of Orange Environmental Management Agency. (1986, October). Orange County Hydrology Manual.
R.D. OLSON DEVELOPMENT 12 SITE DESCRIPTION
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL
JUNE 14, 2021
existing northerly arced parking lot. This basin is connected via two
12-inch connecting pipes to the existing catch basin at the southeast
corner of the intersection of the main entry and Newport Blvd
(designated CB 2).
Catch basin 2 collects drainage from most of the northerly portion of
the project site in addition to the drainage from catch basin 1 and
directs flows via two (2) 12-inch PVC connecting pipes, westerly across
Newport Boulevard to the existing municipal storm drain system.
The most southerly catch basin (designated CB 3, is located at the
northeast corner of Newport Blvd. and 32nd Street. This basin collects
drainage from the majority of the southern portion of the site, and a
basin on the southeast corner of Newport Blvd and 32nd Street and
directs flow westerly across Newport Blvd. via a 15-inch RCP
connecting pipe to the municipal storm drain system on the west side
of Newport Boulevard.
Both existing municipal storm drain systems on the westerly side of
Balboa Boulevard discharge to the Rivo Alto channel, part of Lower
Newport Bay.
Drainage to the north is directed through the existing Via Lido Plaza
parking lot to the existing municipal storm drain system on the north
side of that site. This flow discharges to the northwest upper end of
Lower Newport Bay.
The southeast portion of the site drains southerly in Villa Way to the
existing municipal storm drain system serving 30'h, 315' and 32nd
streets. This system connects to the existing 36" RCP in 30'h Street
which discharges to the Rhine Canal in Lower Newport Bay.
Overall the project reduces runoff to the off -site storm drain facilities
by slightly less than 2%. The proposed development will maintain the
historic drainage patterns with the exception that flows are no longer
routed north through the Via Lido Shopping area. Due to the shallow
depths of the adjacent public storm drain catch basins and the need to
treat low flows to conform to the requirements of Low Impact
Development and the County of Orange Drainage Area Management
Plan (DAMP), this project is proposing using primarily surface flow with
Proposed Drainage localized area drains to drain the site. This method maximizes the
Patterns/ Connections: potential for runoff infiltration which is the primary BMP for water
quality purposes. Infiltration is also the preferred methodology for
mitigating pollutants of concern per the County DAMP.
Localized area drains are proposed to be used along landscaping
adjacent to the building and to drain the courtyard/pool area. Runoff
from all roofs and parking areas shall be collected and directed
through a system structural BMPs of gravel infiltration galleries and
pervious pavement. The drainage system shall also be designed to
convey and discharge runoff in excess of this standard from the
R.D. OLSON DEVELOPMENT 13 SITE DESCRIPTION
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
building site in a non -erosive manner. All other flows are anticipated
to be overland.
The basic flow pattern of the existing site is maintained but quantities
to the downstream off -site areas are slightly different. The drive
approach area from the northerly parking area of the site to the Via
Lido Plaza is anticipated to be re -graded to prevent runoff from Via
Lido Plaza onto the site. Runoff would be diverted westerly within the
Via Lido Plaza to the westerly inlet in the parking area connected to CB
1 . This only alters the routing of the flow not the destination and there
is not a significant difference in flow path length, hence there should
be no significant impact due to this alteration. This alteration is being
proposed primarily to reduce the impact of off -site runoff on the on -
site water quality BMPs.
The site is underlain by approximately 5 to 6 feet of dredged fill
overlying alluvial soil materials. The dredged fill materials are highly
Soil Type, Geology, and
variable and consist of intermixed layers of silts, sands, and silty sands,
Infiltration Properties:
and clayey sands while the alluvial materials consist of loose to
medium dense sands to silty sands to with occasional thick layers of
moderately firm to very stiff silts and clays.
During geotechnical investigations conducted on -site, the water table
varied from 4.5 to 6 feet below the existing surface, which correlates
Hydrogeologic
to a water table/seawater elevation varying from 3.5 MSL to 4.0 MSL
(Groundwater)
across the site. During the geotechnical investigation, the groundwater
Conditions:
levels were observed to fluctuate with the tide in the bay, indicating
that the groundwater is tidally influenced. In addition, the Santa Ana
River Basin Plan identifies groundwaters in the Lower Newport Bay are
excepted from MUN (Municipal and Domestic Supply) beneficial uses.
Infiltration tests were performed on the project site in general
accordance with the Santa Ana Regional Water Quality Control Board
Technical Guidance Document (TGD) Appendices dated March 2011,
utilizing the shallow percolation test procedure contained in Section
VI1.3.8. Two rounds of tests were conducted, with the first round in
2013 and the second in 2015. For the first round of testing, two (2) fl-
inch -diameter test holes were excavated in the northern and southern
portions of the site to a depth of approximately 5 feet using a hollow
Geotechnical Conditions
stem auger drill rig. The second round of testing included seven (7) 6-
(relevant to infiltration):
inch diameter test holes to depths of 3 feet using hand -powered auger
drills.
The 2013 testing results found the average permeability rate varied
from 1.4 inches per hour at DH-1 to 12.3 inches per hour at DH-5.
During the 2015 testing, the measured infiltration rates of the seven
infiltration areas were found to be between 1 .88 and 12.72 inches per
hour. Results of both testing events are included in Appendix F of this
report.
R.D. OLSON DEVELOPMENT 14 SITE DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
Since the measured infiltration rates are greater than 0.3 inches per
hour required or feasibility, infiltration is considered feasible on the
project site. Although depths to the water table are relatively shallow
on the site (< 10 feet below ground surface), the water table is tidally
influenced due to the proximity to the bay, and is not a source of
drinking water supply (excepted from MUN beneficial use designation).
Infiltration on this site as a BMP will only be for water quality purposes
and not for groundwater recharging since the groundwater is from the
ocean/bay. In addition, the proposed infiltration BMPs are not
anticipated to impact groundwater quality, since the water below the
site is influenced by seawater and is not a source of drinking water
supply. Additional media filtration pre-treatment BMPs are also
proposed throughout the site. These measures are discussed further in
Section IV.3.7 of this report.
Under existing conditions, the project site receives a small amount of
Off -Site Drainage:
runoff from the parking lot and driveway immediately north of the site.
Under proposed conditions, on -site runoff will be infiltrated prior to
co -mingling with any off -site drainage that enters the site.
Utility and Infrastructure
Dry and wet utilities will be incorporated into the proposed project and
Information:
will tie into existing facilities associated with the existing development.
111.3 WATERSHED DESCRIPTION
Receiving Waters:
Lower Newport Bay
Per the 2010 List for Lower Newport Bay:
303(d) Listed
■ Chlordane
■
Nutrients
Impairments:
ECopper
0PCBs
■ DDT
■
Pesticides
■ Indicator Bacteria
■
Sediment Toxicity
For Lower Newport Bay:
Applicable TMDLs:
• Metals
■
Pesticides
■ Nutrients
■
Priority Organics
■ Pathogens
■
Siltation
Per Section 11.2
Pollutants of Concern for
• Suspended Solids/Sediment
•
Pesticides
the Project:
■ Nutrients
■
Oil & Grease
■ Heavy Metals
■
Toxic Organic Compounds
■ Pathogens (Bacteria/Virus)
•
Trash & Debris
Hydrologic Conditions of
None. Refer to Section 11.3 for details.
Concern (HCOCs):
R.D. OLSON DEVELOPMENT 15 SITE DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
Environmentally Sensitive The project site is not located within 200 ft of an Environmentally
and Special Biological Sensitive Area (ESA) or Areas of Special Biological Significance
Significant Areas: (ASBS).
R.D. OLSON DEVELOPMENT 16 SITE DESCRIPTION
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (WWQMP)
LIDO HOUSE HOTEL
SECTION IV BEST MANAGEMENT PRACTICES (BMPs)
IV.1 PROJECT PERFORMANCE CRITERIA
JUNE 14, 2021
Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility
criteria or if there are opportunities identified for implementing LID on regional or sub -regional basis?
❑ Yes ® No
PROJECT PERFORMANCE CRITERIA
Hydromodification
Control Performance
Criteria:
Not Applicable. This project is exempt from hydromodification
(Model WQMP Section
requirements. Refer to Section 11.3 for further details.
7.11-2.4.2.2)
LID Performance
Infiltrate, harvest and use, evapotranspire, or biotreat/biofilter, the 851"
Criteria:
percentile, 24-hour storm event (Design Capture Volume).
(Model WQMP Section
LID BMPs must be designed to retain, on -site, (infiltrate, harvest and
7.11-2.4.3)
use, or evapotranspire) storm water runoff up to 80 percent average
annual capture efficiency
Treatment Control
If it is not feasible to meet LID performance criteria through retention
BMP Performance
and/or biotreatment provided on -site or at a sub-regional/regional
Criteria:
scale, then treatment control BMPs shall be provided on -site or offsite
(Model WQMP Section
prior to discharge to waters of the US. Sizing of treatment control BMP(s)
7.11-3.2.2)
shall be based on either the unmet volume after claiming applicable
water quality credits, if appropriate.
Total Site / Property = 4.274 acres (80% impervious)
LID Design Storm
Simple Method DCV = 8,145.2 ft3
Capture Volume:
Refer to Section IV.2.2 for specific Drainage Manage Area (DMA)
breakdown and Appendix A for detailed calculations (Worksheet B).
IV.2 SITE DESIGN AND DRAINAGE PLAN
The following section describes the site design BMPs used in this project and the methods used to
incorporate them. Careful consideration of site design is a critical first step in storm water pollution
prevention from new developments and redevelopments.
R.D. OLSON DEVELOPMENT 17 BEST MANAGEMENT PRACTICES
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
IV.2.1 Site Design BMPs
Minimize Impervious Area
Impervious surfaces have been minimized by incorporating landscaped areas throughout the site
surrounding the proposed building and within the interior courtyard. Additionally, pervious pavement
will be incorporated into the proposed parking lot to further reduce impervious areas and detain runoff
for infiltration into the subsoils. The proposed building will also feature multiple stories, building vertically
rather than horizontally, with an interior courtyard, to minimize building footprint.
Maximize Natural Infiltration Capacity
Portions of the proposed parking lot will be constructed with pervious pavement. In addition, runoff will
be routed to landscaped areas to maximize natural infiltration capacity. Locations of the infiltration BMPs
(underground infiltration galleries and pervious pavement) were selected based on drainage patterns,
locations with reduced traffic and loading (e.g., in the perimeter parking lot versus the main
entryway/driveway) and proximity to the building. Refer to Section IV.3.2 for details on the proposed
infiltration BMPs.
Preserve Existing Drainage Patterns and Time of Concentration
Overall the project reduces runoff to the off -site storm drain facilities by slightly less than 2%. The
proposed development will maintain the historic drainage patterns with the exception that flows are no
longer routed north through the Via Lido Shopping area. Due to the shallow depths of the adjacent
public storm drain catch basins and the need to treat low flows to conform to the requirements of Low
Impact Development and the OC DAMP, this project is proposing using primarily surface flow with
localized area drains to drain the site. This method maximizes the potential for runoff infiltration and
reduces runoff rates and volumes, and results in longer Tc values.
Disconnect Impervious Areas
Runoff form the impervious areas of the project site, including sidewalks, rooftops, and other impervious
areas will drain to landscaping areas, underground infiltration galleries and pervious pavement areas
for infiltration into the sub -soils. In addition, runoff from the proposed parking lot will drain to pervious
pavement to further disconnect impervious areas.
Protect Existing Vegetation and Sensitive Areas, and Revegetate Disturbed Areas
The site is fully developed under existing conditions, and all disturbed areas on the site will either be
paved or landscaped. The existing shade trees located along the western portion of the site will be
preserved and incorporated into the landscape design of the public pedestrian plaza. There are no
sensitive areas on the project site to be preserved.
Soil Stockpiling and Site Generated Organics
Construction of the project will only require small amounts of grading and fill placement to support the
proposed building structure. Temporary soil stockpiles utilized during construction activities will be
stabilized consistent with the requirements of the General Construction Permit (SWRCB Order No.
2009-0009-DWQ) and local requirements to prevent erosion/sedimentation and potential transport of
pollutants.
R.D. OLSON DEVELOPMENT 18 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
Firescaping
The project site is not located in a high risk wildfire zone. The project will comply with all requirements
of the local fire authority for landscaping, building setbacks, and other requirements of the Uniform Fire
Code, City Codes, County of Orange Fire Authority, and other local standards.
Xeriscape Landscaping
Within the public plaza along Newport Boulevard and portions of 32n1 Street, the landscaping plan will
include mounded native grasses and dune planting, with low water and fertilizer/pesticide requirements.
Additional native and/or drought -tolerant landscaping will be incorporated throughout the remainder
of the site consistent with City and County landscaping guidelines.
Slopes and Channel Buffers
There are no slopes or channels on the project site and therefore, this site design BMP will not be utilized
as part of the project.
IV.2.2 Drainage Management Areas
In accordance with the MS4 permit and the 2011 Model WQMP, the project site has been divided into
Drainage Management Areas (DMAs) to be utilized for defining drainage areas and sizing LID and other
treatment control BMPs. DMAs have been delineated based on the proposed site grading patterns,
drainage patterns, storm drain and catch basin locations. As a result, the sum of the drainage areas
may be slightly different than the legal property boundary acreage.
The design capture volumes (DCV) and treatment flow rates (QD,,ign) for each DMA are summarized in
the table below. These have been derived utilizing the "Simple Method" in accordance with the TGD
Section III.1.1 . Actual BMP sizing requirements, including 80 percent capture design volumes, flow rates,
depths, and other design details forthe specific BMPs proposed are provided in Section IV.3.2. Locations
of DMAs and associated LID and treatment BMPs are identified on the exhibits in Section VI. Additional
calculations and TGD Worksheets are provided in Appendix A.
DRAINAGE MANAGEMENT AREAS (DMAs)
Drainage
Drainage
Design
Simple
Area Name
BMP ID, Feature or
Area
o
/o
Runoff
Storm
Method
/ DMA('
Land Use Type
(acres)
impervious
Coefficient
Depth(')
DCV(3)
(in)
(ft3)
DMA Al
underground
0.886
77.4%
0.731
0.7
1,645.7
infiltration
DMA A2
pervious pavement
0.286
86.4%
0.798
0.7
579.9
DMA A3
HSC-2 self -treating
0.094
37.8%
0.434
0.7
103.7
area
DMA 131
pervious pavement
0.381
92.2%
0.842
0.7
815.2
DMAs
B2+B3
pervious pavement
p
0.473
85.5%
0.791
0.7
950.7
DMA C1
underground
0.897
63.8%
0.629
0.7
1,433.7
infiltration
R.D. OLSON DEVELOPMENT 19 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL
JUNE 14, 2021
DRAINAGE MANAGEMENT AREAS (DMAs)
Drainage
Drainage
Design
Simple
Area Name
BMP ID Feature or
Area
o
/o
Runoff
Storm
Method
/ DMAP)
Land TYp e
(acres)
im er✓ious
p
Coefficient
De th(2)
p
DCV(3I
(in)
(ft3)
DMA D1
pervious pavement
0.189
85.8%
0.794
0.7
381.3
DMA D2
pervious pavement
0.099
84.1 %
0.781
0.7
196.5
DMA D3
pervious pavement
0.109
85.5%
0.791
0.7
219.1
DMA F 1
pervious pavement
0.389
93.1 %
0.851
0.7
841.2
DMA F2
pervious pavement
0.170
89.9%
0.812
0.7
350.8
TOTAL DMAs
3.972
79.3%
0.745
0.7
7,519.2
TOTAL
PROPERTY
4.274
80.0%
0.773
0.7
8,145.2
Notes:
1 . Refer to exhibits in Section VI for locations of each DMA.
2. Per Figure XVI-1 of the Technical Guidance Document, dated May 19, 201 1 . See also Appendix A.
3. Per Section III.1 .1 of the Technical Guidance Document.
IV.3 LID BMP SELECTION AND PROJECT CONFORMANCE ANALYSIS
Low Impact Development (LID) BMPs are required in addition to site design measures and source
controls to reduce pollutants in storm water discharges. LID BMPs are engineered facilities that are
designed to retain or biotreat runoff on the project site. The 41" Term MS4 Storm Water Permit (Order
R8-2009-0030) requires the evaluation and use of LID features using the following hierarchy of
treatment: infiltration, evapotranspiration, harvest/reuse
summarize the LID BMPs proposed for the project in
performance criteria outlined in Section IV. 1.
IV.3.1 Hydrologic Source Controls (HSCs)
and biotreatment. The following sections
accordance with the permit hierarchy and
Hydrologic source controls (HSCs) can be considered to be a hybrid between site design practices and
LID BMPs. HSCs are distinguished from site design BMPs in that they do not reduce the tributary area
or reduce the imperviousness of a drainage area; rather they reduce the runoff volume that would result
from a drainage area with a given imperviousness compared to what would result if HSCs were not
used.
HYDROLOGIC SOURCE CONTROLS
ID
Name
Included?
HSC-1
Localized on -lot infiltration
❑
HSC-2
Impervious area dispersion (e.g. roof top disconnection)
R.D. OLSON DEVELOPMENT 20 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL
JUNE 14, 2021
HYDROLOGIC SOURCE CONTROLS
ID
Name
Included?
HSC-3
Street trees (canopy interception)
❑
HSC-4
Residential rain barrels (not actively managed)
❑
HSC-5
Green roofs/Brown roofs
❑
HSC-6
Blue roofs
❑
HSC-7
Impervious area reduction (e.g. permeable pavers, site design)
The project will utilize hydrologic source controls (impervious area dispersion) along the southern
perimeter of the site. Within these areas small portions of hardscape areas (sidewalks) will drain to
adjacent landscaping for infiltration at natural rates into the soils. Based on the capture efficiency
calculations, the large amounts of landscaping and pervious surfaces in these areas are sufficient to
treat runoff from the adjacent impervious surfaces in accordance with the Model WQMP and TGD
(meeting 80% minimum average annual capture efficiency). Areas, calculations and associated
worksheets are included in Appendix A.
HYDROLOGIC SOURCE CONTROL BMP SUMMARY
Pervious to
DMA
Drainage
Impervious
%
HSC Type
Ratio
dHSCtotal�2)
Capture
Sufficient?
ID
Area
Tributary to
by HSC (3)
HSC
DMA A3
HSC-2 Impervious
0.09 ac
1.6
0.80"
80%
Yes
Area Dispersion
Notes:
l . Refer to Section IV.3.1 for individual DMA tributary areas. Refer to exhibits in Section A for locations of BMPs.
2. Per chart in Fact Sheet HSC-2 of the Technical Guidance Document, dated December 20, 2013. Per Fact Sheet HSC-2, the maximum
dHSC is equal to the Design Storm Depth for the project (0.7").
3. Per Table III.1 of the Technical Guidance Document, dated December 20, 2013. Worksheets are included in Appendix A.
IV.3.2 Infiltration BMPs
Infiltration BMPs are LID BMPs that capture, store and infiltrate storm water runoff. These BMPs are
engineered to store a specified volume of water and have no design surface discharge (underdrain or
outlet structure) until this volume is exceeded. Examples of infiltration BMPs include infiltration trenches,
bioretention without underdrains, drywells, permeable pavement, and underground infiltration galleries.
R.D. OLSON DEVELOPMENT 21 BEST MANAGEMENT PRACTICES
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
INFILTRATION
ID
Name
Included?
Bioretention Without Underdrains
❑
Rain Gardens
❑
INF-3
INF-4
Porous Landscaping
❑
Infiltration Planters
❑
Retention Swales
❑
INF-2
Infiltration Trenches
❑
INF-1
Infiltration Basins
❑
INF-5
Drywells
❑
INF-7
Subsurface Infiltration Galleries
--
French Drains
❑
Permeable Asphalt
INF-6
Permeable Concrete
❑
Permeable Concrete Pavers
Other:
❑
The project will utilize infiltration BMPs throughout the site, taking advantage of the sandy soils and the
open landscaping areas. Permeable pavers are proposed for portions of the parking lot and drive aisle.
Runoff from the central recreation area will be diverted to a proposed gravel bed infiltration gallery
located below the formal lawn area. Runoff from the remaining landscaped areas and public walkways
along Newport Boulevard will infiltrate via proposed infiltration gallery located along the perimeter of
the site.
Pervious Pavement
Permeable pavement, such as permeable pavers, grass pavers, porous concrete, and porous asphalt,
provides a surface suitable for light -loads and parking areas in which water can drain through pore
spaces to an underlying rock reservoir (approximately 12" inches deep) underneath. The sub -surface
base allows for physical and microbial filtering processes to take place thereby removing pollutants such
as particulates, organics, hydrocarbons and total suspended sediments, including attached heavy
metals. The pervious pavement sections proposed for the project will have an average rock reservoir
depth of 12 inches.
R.D. OLSON DEVELOPMENT 22 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
Gravel Bed Infiltration Galleries
An underground infiltration gallery typically consists of a vault or chamber system, or gravel bed with
an open bottom that is used to store runoff and percolate into the subsoils. Runoff enters the gravel bed
through perforated pipes, is stored in the void space and pipe and infiltrates through the bottom. The
infiltration gallery will be designed to be approximately 6-30' wide with an average rock reservoir depth
of 12 inches, and will be covered with approximately 6-8" of turf and topsoil (DMA Al only).
Infiltration BMP Sizing Calculations
In accordance with the MS4 permit and the new Model WQMP, the Design Capture Volumes (DCVs)
presented in the following table represent the minimum volume of storm water runoff required to be
treated by LID and/or treatment control BMPs for the proposed project. Due to the shallow design
depths, the infiltration BMPs will drain in less than 48 hours, and therefore the BMPs were sized utilizing
the Capture Efficiency, Constant Drawdown BMP sizing methodology to achieve the target capture
efficiency of 80% in accordance with Section 111.3.2 and Worksheet C of the TGD. Results are
summarized in the following table based on footprints and depths required by each BMP. Detailed
calculations are provided in Appendix A.
INFILTRATION BMP DESIGN SUMMARY
BMP
Minimu
Drainag
Effectiv
Design
Draw-
80%
m
GIS
BMP
DMA
e Area
a
Infiltratio
down
Capture
Footpri
Footprint
Coordinat
Type
ID(')
(ac)
Depth(
n Rate
(hr)
DCV(3)
nt
Provided (ft2)
e
(in/hr)
(ft3)
Needed
(ft2)
33.61611
DMA
4
A2
0.286
0.40
0.59
8.14
261.0
652.4
1,613.0
-
1 17.9293
46
33.61682
DMA
2
B1
0.381
0.40
0.48
10.00
407.6
1,018.9
3,193.8
-
117.9290
Pervious
40
Pavement
(4)
33.61712
DMAs
9
B2+13
0.473
0.40
3.22
3.00
237.7
594.2
720.0
-
3
117.9299
69
33.61687
DMA
8
D1
0.189
0.40
3.23
3.00
95.3
238.3
4,192.7
-
1 17.9288
85
R.D. OLSON DEVELOPMENT 23 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
INFILTRATION BMP DESIGN SUMMARY
7DD2
33.61716
MA
0
0.099
0.40
3.23
3.00
49.1
122.8
1,795.0
-
1 17.9293
95
33.61719
DMA
7,
D3
0.109
0.40
0.74
6.49
85.4
213.6
240.0
-
1 17.9299
59
33.61641
4
DMA
0.389
0.40
1.45
3.3
210.3
526
2080(6)
-
F1
1 17.9288
27
33.61612
DMA
2
0.170
0.40
1.33
3.6
87.7
219
2760(6)
-
F2
1 17.9289
04
33.61635
9
DMA
0.886
0.40
1.26
3.81
411.4
1,028.6
1,500.0
Gravel
Al
117.9295
Bed
Itratio
02
I nfi
33.61659
n
Gallery(5)
DMA
7
C 1
0.897
0.40
0.33
14.55
860.2
2,150.5
2,176.1
-
1 17.9301
43
Notes:
1. Refer to WQMP Exhibit in Section VI for locations of DMAs and BMPs.
2. Includes reservoir storage depth adjusted for porosity.
3. Per Worksheet C, "Determining Capture Efficiency of Volume Based, Constant Drawdown BMPs." Copies of completed worksheets
with detailed calculations are included in Appendix A.
4. Pervious pavement gravel reservoir storage depth = 12 inches (40% porosity).
5. Gravel bed storage depth = 12 inches (40% porosity).
6. DMA F1 & F2 galleries are connected via an equalizer pipe.
IV.3.3 Evapotranspiration & Rainwater Harvesting BMPs
Evapotranspiration BMPs are a class of retention BMPs that discharges stored volume predominately to
ET, though some infiltration may occur. ET includes both evaporation and transpiration, and ET BMPs
may incorporate one or more of these processes. BMPs must be designed to achieve the maximum
feasible ET, where required to demonstrate that the maximum amount of water has been retained on -
site. Since ET is not the sole process in these BMPs, specific design and sizing criteria have not been
developed for ET -based BMPs.
R.D. OLSON DEVELOPMENT 24 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
EVAPOTRANSPIRATION
7_7HSCs,
Name
Included?
see Section IV.3.1
--
Surface -based infiltration BMPs
❑
--
Biotreatment BMPs, see Section VI.3.4
❑
Other:
❑
Harvest and use (aka. Rainwater Harvesting) BMPs are LID BMPs that capture and store storm water
runoff for later use. These BMPs are engineered to store a specified volume of water and have no design
surface discharge until this volume is exceeded. Harvest and use BMPs include both above -ground and
below -ground cisterns. Examples of uses for harvested water include irrigation, toilet and urinal flushing,
vehicle washing, evaporative cooling, industrial processes and other non -potable uses.
HARVEST & REUSE / RAINWATER HARVESTING
ID
Name
Included?
HU-1
Above -ground cisterns and basins
❑
HU-2
Underground detention
❑
--
Other:
❑
Since infiltration BMPs will be utilized on -site, evapotranspiration and harvest and reuse BMPs were not
evaluated for the project.
IV.3.4 Biotreatment BMPs
Biotreatment BMPs are a broad class of LID BMPs that reduce storm water volume to the maximum
extent practicable, treat storm water using a suite of treatment mechanisms characteristic of biologically
active systems, and discharge water to the downstream storm drain system or directly to receiving waters.
Treatment mechanisms include media filtration (though biologically -active media), vegetative filtration
(straining, sedimentation, interception, and stabilization of particles resulting from shallow flow through
vegetation), general sorption processes (i.e., absorption, adsorption, ion -exchange, precipitation,
surface complexation), biologically -mediated transformations, and other processes to address both
suspended and dissolved constituents. Examples of biotreatment BMPs include bioretention with
underdrains, vegetated swales, constructed wetlands, and proprietary biotreatment systems.
R.D. OLSON DEVELOPMENT 25 BEST MANAGEMENT PRACTICES
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
BIOTREATMENT
ID
Name
Included?
Bioretention with underdrains
❑
BIO-1
Storm Water planter boxes with underdrains
❑
Rain gardens with underdrains
❑
1310-5
Constructed wetlands
❑
1310-2
Vegetated swales
❑
1310-3
Vegetated filter strips
❑
BIO-7
Proprietary vegetated biotreatment systems
❑
BIO-4
Wet extended detention basin
❑
BIO-6
Dry extended detention basins
❑
--
Other:
❑
Since infiltration BMPs will be utilized on -site, biotreatment BMPs were not evaluated for the project.
IV.3.5 Hydromodification Control BMPs
Not applicable. Refer to Section 11.3 for further information.
IV.3.6 Regional/Sub-Regional LID BMPs
Not applicable. LID BMPs will be utilized for water quality treatment on -site in accordance with the MS4
Permit hierarchy identified at the beginning of this Section.
IV.3.7 Treatment Control BMPs
Treatment control BMPs can only be considered if the project conformance analysis indicates that it is
not feasible to retain the full design capture volume with LID BMPs.
TREATMENT CONTROL BMPs
ID
Name
Included?
TRT-1
Sand Filters
❑
R.D. OLSON DEVELOPMENT 26 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
TREATMENT CONTROL BMPs
77ID
Name
Included?
TRT-2
Cartridge Media Filter
❑
PRE-1
Hydrodynamic Separation Device
❑
PRE-2
Catch Basin Insert
❑
Other: Roof Drain Filters (Pre-treatment)
While treatment control BMPs will not be used as the primary water quality treatment on site, treatment
control BMPs (roof drain media filters) will be incorporated as pre-treatment prior to low flow runoff
entering the proposed infiltration galleries. Treatment of this level would be consistent with the treatment
standards required in the TGD for removal of pollutants prior to discharge into the infiltration systems.
Roof drain filters are designed to capture sediment, trash, debris, suspended solids, oils & grease and
other pollutants. Removal of these pollutants also reduces the amount of oxygen demanding substances
within the runoff. These filters are easily adapted into roof drains of varying sizes and drain types, have
customizable media blends, and are easily removed for maintenance. Further details and locations of
the filters are provided in Section VI.
R.D. OLSON DEVELOPMENT 27 BEST MANAGEMENT PRACTICES
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
IV.3.8 Non -Structural Source Control BMPs
The table below indicates all BMPs to be incorporated in the project. For those designated as not
applicable (N/A), a brief explanation why is provided.
NON-STRUCTURAL SOURCE CONTROL BMPs
ID
Name
Included?
Not
If Not Applicable, Provide
Applicable?
Brief Reason
N1
Education for Property Owners,
❑
®
Non-residential development
Tenants and Occupants
N2
Activity Restrictions
®
❑
N3
Common Area Landscape
®
❑
Management
N4
BMP Maintenance
®
❑
N5
Title 22 CCR Compliance
El®
Non industrial development
(How development will comply)
N6
Local Water Quality Permit
❑
®
The City of Newport Beach
does issue
Compliance
not water quality
permits.
N7
Spill Contingency Plan
❑
®
Non -industrial development
N8
Underground Storage Tank
❑
®
No USTs proposed
Compliance
N9
Hazardous Materials
❑
®
Hazardous materials will not
Disclosure Compliance
be stored on -site.
N10
Uniform Fire Code
❑
®
Hazardous materials will not
Implementation
be stored on -site.
N 11
Common Area Litter Control
®
❑
N12
Employee Training
®
❑
N13
Housekeeping of Loading
❑
®
No loading docks are
Docks
proposed.
N 14
Common Area Catch Basin
®
❑
Inspection
N 15
Street Sweeping Private Streets
❑
❑
and Parking Lots
N16
Retail Gasoline Outlets
❑
®
No retail gasoline outlets are
proposed.
R.D. OLSON DEVELOPMENT 28 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
N2, Activity Restrictions
R.D. Olson Development shall develop ongoing activity restrictions that include those that have the
potential to create adverse impacts on water quality. Activities include, but are not limited to: handling
and disposal of contaminants, fertilizer and pesticide application restrictions, litter control and pick-up,
and vehicle or equipment repair and maintenance in non -designated areas, as well as any other
activities that may potentially contribute to water pollution.
N3, Common Area Landscape Management
Management programs will be designed and implemented by the Owner/Operator to maintain all the
common areas within the project site. These programs will cover how to reduce the potential pollutant
sources of fertilizer and pesticide uses, utilization of water -efficient landscaping practices and proper
disposal of landscape wastes by the owner/developer and/or contractors. Programs shall be
implemented on an ongoing basis, and maintained on a monthly basis at a minimum.
N4 BMP Maintenance
The Owner/Operator will be responsible for the implementation and maintenance of each applicable
non-structural BMP, as well as scheduling inspections and maintenance of all applicable structural BMP
facilities through its staff, landscape contractor, and/or any other necessary maintenance contractors.
Details on BMP maintenance are provided in Section V of this WQMP, and the O&M Plan is included
in Appendix D.
N 11, Common Area Litter Control
The Owner/Operator will be responsible for performing trash pickup and sweeping of littered common
areas on a weekly basis or whenever necessary. Responsibilities will also include noting improper
disposal materials by the public and reporting such violations for investigation.
N72, Employee Training
All employees of the Owner/Operator and any contractors will require training to ensure that employees
are aware of maintenance activities that may result in pollutants reaching the storm drain. Training will
include, but not be limited to, spill cleanup procedures, proper waste disposal, housekeeping practices,
etc. Training shall be performed upon hire and annually thereafter.
N74, Common Area Catch Basin Inspection
All privately -maintained on -site catch basin inlets and drainage facilities shall be inspected and
maintained by the Owner/Operator at least once a year, priorto the rainy season, no laterthan October
1 st of each year. The City of Newport Beach shall be responsible for inspection and maintenance of all
public catch basins and drainage facilities associated with the project.
N75, Street Sweeping Private Streets and Parking Lots
The Owner/Operator shall be responsible for sweeping all on -site drive aisles and uncovered parking
areas within the project on a quarterly basis. The applicant shall not spray down or wash down the
parking lot or surrounding sidewalks unless the water used is directed through the sanitary sewer system
or a filtered drain. No car washing shall be permitted in the parking lot.
R.D. OLSON DEVELOPMENT 29 BEST MANAGEMENT PRACTICES
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
IV.3.9 Structural Source Control BMPs
The table below indicates all BMPs to be incorporated in the project. For those designated as not
applicable (N/A), a brief explanation why is provided.
STRUCTURAL SOURCE CONTROL BMPs
ID
Name
Included?
Not
If Not Applicable, Provide
Applicable?
Brief Reason
S1
Provide storm drain system
®
❑
SD-13
stenciling and signage
S2
Design and construct outdoor
❑
®
No outdoor storage areas
SD 34
material storage areas to
are proposed.
reduce pollution introduction
S3
Design and construct trash and
SD-32
waste storage areas to reduce
®
❑
pollution introduction
Use efficient irrigation systems
S4
& landscape design, water
❑
❑
SD-12
conservation, smart controllers,
and source control
S5
Protect slopes and channels
❑
®
There are no slopes or
and provide energy dissipation
channels on the project site.
S6
Properly Design: Dock areas
❑
®
No loading docks are
SD-31
proposed.
S7
Properly Design: Maintenance
❑
®
No maintenance bays are
SD-31
bays
proposed.
S8
Properly Design: Vehicle wash
❑
®
No vehicle wash areas are
SD-33
areas
proposed.
S9
Properly Design: Outdoor
❑
®
No outdoor material storage
SD-36
processing areas
areas are proposed.
S10
Properly Design: Equipment
❑
®
No equipment wash areas
wash areas
are proposed.
S1 1
Properly Design: Fueling areas
❑
®
No fueling areas are
SD-30
proposed.
S12
Properly Design: Hillside
❑
®
Project is not located on a
SD-10
landscaping
hillside.
Properly Design: Wash water
S13
control for food preparation
®
❑
areas
S14
Properly Design: Community
❑
®
No community car wash
car wash racks
racks are proposed.
R.D. OLSON DEVELOPMENT 30 BEST MANAGEMENT PRACTICES
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
S 1 /SD- 7 3, Provide storm drain system stenciling and sig ncnaage
The phrase "NO DUMPING! DRAINS TO OCEAN", or an equally effective phrase approved by the
City, will be stenciled on all major storm drain inlets within the project site to alert the public to the
destination of pollutants discharged into storm water. Stencils shall be in place prior to release of
certificate of occupancy. Stencils shall be inspected for legibility on an annual basis and re -stenciled as
necessary.
S3/SD-32, Design and construct trash and waste storage areas to reduce pollution introduction
All trash and waste shall be stored in containers that have lids or tarps to minimize direct precipitation
into the containers. One trash enclosure will be located in the southeast corner of the site. The trash
storage areas will be designed to City standards, and will be walled, roofed, have gates and proper
drainage per City standards.
S4/SD-12, Use efficient irrigation systems & landscape design, water conservation, smart controllers,
and source control
The Owner/Operator will be responsible for the installation and maintenance of all common landscape
areas utilizing similar planting materials with similar water requirements to reduce excess irrigation
runoff. The Owner/Operator will be responsible for implementing all efficient irrigation systems for
common area landscaping including, but not limited to, provisions for water sensors and programmable
irrigation cycles. This includes smart timers, rain sensors, and moisture shut-off valves. The irrigation
systems shall be in conformance with water efficiency guidelines. Systems shall be tested twice per year,
and water used during testing/flushing shall not be discharged to the storm drain system.
S13, Properly Design: Wash water control for food preparation areas
All wash water from food prep areas will be controlled and proper staff training conducted by the site
operator. Food preparation facilities shall meet all health and safety, building and safety and any other
applicable regulations, codes requirements, including installation of a grease interceptor where
required. Sinks shall be contained with sanitary sewer connections for disposal of wash waters containing
kitchen and food wastes.
IV.4 ALTERNATIVE COMPLIANCE PLAN
IV.4.1 Water Quality Credits
Local jurisdictions may develop a water quality credit program that applies to certain types of
development projects after they first evaluate the feasibility of meeting LID requirements on -site. If it is
not feasible to meet the requirements for on -site LID, project proponents for specific project types can
apply credits that would reduce project obligations for selecting and sizing other treatment BMPs or
participating in other alternative programs.
WATER QUALITY CREDITS
Credit
Applicable?
Redevelopment projects that reduce the overall impervious footprint of the project site.
❑
R.D. OLSON DEVELOPMENT 31 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
WATER QUALITY CREDITS
Credit
Applicable?
Brownfield redevelopment, meaning redevelopment, expansion, or reuse of real
property which may be complicated by the presence or potential presence of hazardous
❑
substances, pollutants or contaminants, and which have the potential to contribute to
adverse ground or surface water quality if not redeveloped.
Higher density development projects which include two distinct categories (credits can
only be taken for one category): those with more than seven units per acre of
development (lower credit allowance); vertical density developments, for example,
❑
those with a Floor to Area Ratio (FAR) of 2 or those having more than 18 units per acre
(greater credit allowance)
Mixed use development, such as a combination of residential, commercial, industrial,
office, institutional, or other land uses which incorporate design principles that can
demonstrate environmental benefits that would not be realized through single use
❑
projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or
air pollution).
Transit -oriented developments, such as a mixed use residential or commercial area
designed to maximize access to public transportation; similar to above criterion, but
where the development center is within one half mile of a mass transit center (e.g. bus,
❑
rail, light rail or commuter train station). Such projects would not be able to take credit
for both categories, but may have greater credit assigned
Redevelopment projects in an established historic district, historic preservation area, or
similar significant city area including core City Center areas (to be defined through
❑
mapping).
Developments with dedication of undeveloped portions to parks, preservation areas
❑
and other pervious uses.
Developments in a city center area.
❑
Developments in historic districts or historic preservation areas.
❑
Live -work developments, a variety of developments designed to support residential and
vocational needs together — similar to criteria to mixed use development; would not be
❑
able to take credit for both categories.
In -fill projects, the conversion of empty lots and other underused spaces into more
❑
beneficially used spaces, such as residential or commercial areas.
Not applicable. Water quality credits will not be applied for the project. LID BMPs will be utilized for
water quality treatment on -site in accordance with the MS4 Permit hierarchy identified at the beginning
of this Section.
IV.4.2 Alternative Compliance Plan Information
Not applicable. LID BMPs will be utilized for water quality treatment on -site in accordance with the MS4
Permit hierarchy identified at the beginning of this Section.
R.D. OLSON DEVELOPMENT 32 BEST MANAGEMENT PRACTICES
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
SECTION V INSPECTION/MAINTENANCE RESPONSIBILITY
FOR BMPs
It has been determined that R.D. Olson Development shall assume all BMP inspection and maintenance
responsibilities for the Lido House Hotel project.
Contact Name:
Anthony Wrzosek
Title:
Vice President, Planning & Development
Company:
R.D. Olson Development
Address:
2955 Main Street, Third Floor, Irvine, California 92614
Phone:
949.574.8500
Email:
anthony.wrzosek@rdodevelopment.com
Should the maintenance responsibility be transferred at any time during the operational life of Lido
House Hotel, such as when an HOA or POA is formed for a project, a formal notice of transfer shall be
submitted to the City of Newport Beach at the time responsibility of the property subject to this WQMP
is transferred. The transfer of responsibility shall be incorporated into this WQMP as an amendment.
R.D. Olson Development shall verify BMP implementation and ongoing maintenance through
inspection, self -certification, survey, or other equally effective measure. The certification shall verify that,
at a minimum, the inspection and maintenance of all structural BMPs including inspection and
performance of any required maintenance in the late summer / early fall, prior to the start of the rainy
season. A form that may be used to record implementation, maintenance, and inspection of BMPs is
included in Appendix D.
The City of Newport Beach may conduct verifications to assure that implementation and appropriate
maintenance of structural and non-structural BMPs prescribed within this WQMP is taking place at the
project site. The Owner/Operator shall retain operations, inspections and maintenance records of these
BMPs and they will be made available to the City or County upon request. All records must be
maintained for at least five (5) years after the recorded inspection date for the lifetime of the project.
Long-term funding for BMP maintenance will be provided by R.D. Olson Development.
The Operations and Maintenance (O&M) Plan can be found in Appendix D.
Any waste generated from maintenance activities will be disposed of properly. Wash water and other
waste from maintenance activities is not to be discharged or disposed of into the storm drain system.
Clippings from landscape maintenance (i.e. prunings) will be collected and disposed of properly off -
site, and will not be washed into the streets, local area drains/conveyances, or catch basin inlets.
The table below highlights the BMP inspection and maintenance responsibilities. All BMPs shall be
operated, monitored, and maintained for the life of the project and at a minimum, all structural BMPs
R.D. OLSON DEVELOPMENT 33 BMP INSPECTION & MAINTENANCE
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
shall be inspected, cleaned -out, and where necessary, repaired at the following minimum frequencies:
(1) prior to October 15th each year; (2) during each month between October 15th and April 15th of
each year and, (3) at least twice during the dry season.
R.D. OLSON DEVELOPMENT 34 BMP INSPECTION & MAINTENANCE
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL DUNE 1 4, 2021
BMP INSPECTION & MAINTENANCE RESPONSIBILITY MATRIX
7E
BMP
Inspection/Maintenance Activities
Minimum
Responsible
Frequency
Party
INFILTRATION BMPs
Keep pavement clean and free from debris and
sediment. Minor maintenance should be conducted
monthly consists of vacuum cleaning surface using a
commercially available sweeper. If routine cleaning
does not restore infiltration rates, then more invasive
R.D. Olson
INF-6
Pervious Pavement
maintenance should occur as needed but no more
Monthly
Development
than every 15-20 years, which may involve the
following: Reconstruction of part of or entire pervious
surface, lifting area and inspection of internal
material, and replacement of surface materials,
geotextiles, or sub -surface layers.
Infiltration gallery should be inspected post -
construction and after first major storm event for
damages. Afterwards, maintenance should occur
semi-annually, at the beginning and end of rainy
season, for erosion or visible damage. Inspection and
R.D. Olson
INF-7
Gravel Bed Infiltration Gallery
maintenance of clogging and gravel bed should
2x per year
Development
occur on an annual basis. Presence of excess ponded
water or clogging may require replacement of gravel
as needed. Removal of surface trash & debris shall
be performed in conjunction with routine
maintenance activities, weekly at a minimum.
PRE-TREATMENT
CONTROL BMPs
R.D. OLSON DEVELOPMENT 35 BMP INSPECTION & MAINTENANCE
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL DUNE 1 4, 2021
BMP INSPECTION & MAINTENANCE RESPONSIBILITY MATRIX
BMP
Inspection/Maintenance Activities
Minimum
Responsible
Frequency
Party
Manufacturer recommends inspecting and serviced at
a minimum of three times (3x) per year. Filters should
be serviced and maintained when debris and
pollutant accumulations exceed no more than 80% of
Roof Drain Filters
filter's capacity. Media shall be replaced when outer
3x per year
R.D. Olson
surface of media is no more than 50% coated with
Development
contaminants, typically once per year at a minimum.
Transport all debris, trash, organics and sediments to
approved facility for disposal in accordance with
local and state requirements.
NON-STRUCTURAL SOURCE CONTROL BMPs
The owner and/or developer will prescribe activity
restrictions to protect surface water quality, through
R.D. Olson
N2
Activity Restrictions
lease terms or other equally effective measure, for the
Ongoing
Development
property. Restrictions include, but are not limited to,
prohibiting vehicle maintenance or vehicle washing.
R.D. OLSON DEVELOPMENT 36 BMP INSPECTION & MAINTENANCE
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL DUNE 1 4, 2021
BMP INSPECTION & MAINTENANCE RESPONSIBILITY MATRIX
17
BMP
Inspection/Maintenance Activities
Minimum
Responsible
Frequency
Party
Maintenance shall be consistent with City
requirements. Fertilizer and/or pesticide usage shall
be consistent with County Management Guidelines
for Use of Fertilizers (OC DAMP Section 5.5) as well
as local requirements. Maintenance includes
mowing, weeding, and debris removal on a weekly
N3
Common Area Landscape
basis. Trimming, replanting, and replacement of
Monthly
R.D. Olson
Management
mulch shall be performed on an as -needed basis to
Development
prevent exposure of erodible surfaces. Trimmings,
clippings, and other landscape wastes shall be
properly disposed of in accordance with local
regulations. Materials temporarily stockpiled during
maintenance activities shall be placed away from
water courses and storm drain inlets.
Maintenance of structural BMPs implemented at the
project site shall be performed at the frequency
N4
BMP Maintenance
prescribed in the O&M Plan included in this WQMP
Ongoing
R.D. Olson
(Appendix D). Records of inspections and BMP
Development
maintenance shall be kept by the owner/developer
and shall be available for review upon request.
Litter patrol, violations investigations, reporting and
N1 1
Common Area Litter Control
other litter control activities shall be performed on a
Weekly
R.D. Olson
weekly basis and in conjunction with routine
Development
maintenance activities.
Educate all new employees/ managers on storm
water pollution prevention, particularly good
R.D. Olson
N 12
Employee Training
housekeeping practices, prior to the start of the rainy
Annually
Development
season (October 1). Refresher courses shall be
conducted on an as needed basis.
R.D. OLSON DEVELOPMENT 37 BMP INSPECTION & MAINTENANCE
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL DUNE 1 4, 2021
BMP INSPECTION & MAINTENANCE RESPONSIBILITY MATRIX
BMP
Inspection/Maintenance Activities
Minimum
Responsible
Frequency
Party
Catch basin inlets and other drainage facilities shall
R.D. Olson
Common Area Catch Basin
be inspected after each storm event and once per
Development
N14
Inspection
year. Storm drain inlets and other drainage facilities
Annually
(private)
shall be cleaned prior to the rainy season, by
City of Newport
October 1 each year.
Beach (public)
Street Sweeping Private Streets and
Drive aisles and parking areas must be swept at least
R.D. Olson
N 15
Parking Lots
quarterly (every 3 months), including prior to the start
Weekly
Development
of the rainy season (October 1).
STRUCTURAL SOURCE CONTROL BMPs
Storm drain stencils shall be inspected for legibility, at
R.D. OlsonDevelopment
S1
Provide storm drain system
minimum, once prior to the storm season, no later
Annually
(private)
SD-13
stenciling and signage
than October 1 each year. Those determined to be
City of Newport
illegible will be re -stenciled as soon as possible.
Beach (public)
S3
Design and construct trash and
Sweep trash area at least once per week and before
R.D. Olson
SD-32
waste storage areas to reduce
October 1 st each year. Maintain area clean of trash
Weekly
Development
pollution introduction
and debris at all times.
In conjunction with routine maintenance activities,
verify that landscape design continues to function
properly by adjusting properly to eliminate overspray
R.D. Olson
Use efficient irrigation systems &
to hardscape areas, and to verify that irrigation
Development
p
S4
landscape design, water
timing and cycle lengths are adjusted in accordance
(private)
SD-12
conservation, smart controllers,
with water demands, given time of year, weather, and
2x per year
and source control
day or night time temperatures. System testing shall
City of Newport
occur twice per year. Water from testing/flushing
Beach (public)
shall be collected and properly disposed to the sewer
system and shall not discharge to the storm drain
system.
R.D. OLSON DEVELOPMENT 38 BMP INSPECTION & MAINTENANCE
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL DUNE 1 4, 2021
BMP INSPECTION & MAINTENANCE RESPONSIBILITY MATRIX
BMP
Inspection/Maintenance Activities
Minimum
Frequency
Responsible
Party
Inspection / maintenance shall occur at least once in
the late summer / early fall, prior to the start of the
rainy season. Maintenance includes using dry
Properly Design: Wash water
cleanup methods for cleaning (i.e., sweeping),
R.D. Olson
Sl 3
control for food preparation areas
keeping spill kits on -site and stocked, properly storing
Annually
Development
and hauling used oil and grease, and disposing wash
water to sanitary sewer. Wash water shall not
discharge to storm drain system. Mats shall be
cleaned indoors or with dry cleaning methods only.
R.D. OLSON DEVELOPMENT 39 BMP INSPECTION & MAINTENANCE
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (WWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
SECTION VI SITE PLAN AND DRAINAGE PLAN
The exhibits provided in this section are to illustrate the post construction BMPs prescribed within this
WQMP. Drainage flow information of the proposed project, such as general surface flow lines, concrete
or other surface drainage conveyances, and storm drain facilities are also depicted. All structural source
control and treatment control BMPs are shown as well.
EXHIBITS
■ Vicinity Map
■ WQMP Exhibit
■ Typical Cross Sections
BMP DETAILS & FACT SHEETS
■ Pervious Pavement (INF-6)
■ Underground Infiltration (INF-7)
■ Pre-treatment Roof Drain Filters
R.D. OLSON DEVELOPMENT 40 SITE PLAN & DRAINAGE PLAN
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
R.D. OLSON DEVELOPMENT 41 SITE PLAN & DRAINAGE PLAN
PRELIMINARY AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
SECTION VII EDUCATIONAL MATERIALS
The educational materials included in this WQMP are provided to inform people involved in future uses,
activities, or ownership of the site about the potential pitfalls associated with careless storm water
management. "The Ocean Begins at Your Front Door' provides users with information about storm
water that is/will be generated on site, what happens when water enters a storm drain, and its ultimate
fate, discharging into the ocean. Also included are activities guidelines to educate anyone who is or will
be associated with activities that have a potential to impact storm water runoff quality, and provide a
menu of BMPs to effectively reduce the generation of storm water runoff pollutants from a variety of
activities. The educational materials that may be used forthe proposed project are included in Appendix
C of this WQMP and are listed below.
EDUCATION MATERIALS
Residential Materials
(http://www.ocwatersheds.com)
Check If
Attached
Business Materials
(http://www.ocwatersheds.com)
Check If
Attached
The Ocean Begins at Your Front Door
®
Tips for the Automotive Industry
❑
Tips for Car Wash Fund-raisers
❑
Tips for Using Concrete and Mortar
❑
Tips for the Home Mechanic
❑
Tips for the Food Service Industry
Homeowners Guide for Sustainable
Water Use
❑
Proper Maintenance Practices for Your
Business
Household Tips
❑
Other Materials
(http://www.cabmphandbooks.com)
Check If
Attached
Proper Disposal of Household
Hazardous Waste
El(http://www.ocwatersheds.com)
Recycle at Your Local Used Oil
Collection Center (North Count)
❑
DF-1 Drainage System Operation &
Maintenance
Recycle at Your Local Used Oil
Collection Center (Central Count)
®
IC 3 Building Maintenance
Recycle at Your Local Used Oil
Collection Center (South Count)
❑
IC 7 Landscape Maintenance
Tips for Maintaining Septic Tank Systems
❑
IC-16 Pool & Fountain Cleaning
Responsible Pest Control
®
IC-22 Eating & Drinking Establishments
Sewer Spill
®
SC-1 1 Spill Prevention, Control, Cleanup
❑
Tips for the Home Improvement Projects
❑
SC-34 Waste Handling & Disposal
❑
Tips for Horse Care
❑
SC-41 Building & Grounds Maintenance
Tips for Landscaping and Gardening
®
SC-43 Parking/Storage Area
Maintenance
Tips for Pet Care
❑
SD-10 Site Design & Landscape Planning
Tips for Pool Maintenance
®
SD-1 1 Roof Runoff Controls
❑
Tips for Residential Pool, Landscape and
Hardsca e Drains
❑
SD 12 Efficient Irrigation
Tips for Projects Using Paint
❑
SD-13 Storm Drain Signage
Tips for Protecting Your Watershed
❑
SD-31 Maintenance Bays & Docs
❑
Other: Children's Brochure
❑
SD-32 Trash Storage Areas
R.D. OLSON DEVELOPMENT 42 EDUCATIONAL MATERIALS
PRELIMINARY .AMENDED WATER QUALITY MANAGEMENT PLAN (PWQMP)
LIDO HOUSE HOTEL JUNE 14, 2021
APPENDICES
Appendix ............................................................................................. Supporting Calculations
Appendix B.............................................................................. Notice of Transfer of Responsibility
Appendix C.................................................................................................Educational Materials
Appendix D................................................................. BMP Maintenance Supplement / O&M Plan
Appendix E.............................................................................................. Conditions of Approval
Appendix F................................................................................................ Infiltration Test Results
R.D. OLSON DEVELOPMENT 43 APPENDICES
Lido House Hotel
EIR Addendum No. 2
Attachment 3
Vehicle Miles Traveled Assessment
47 June 2022
TECHNICAL MEMORANDUM
To: Mr. Eddie Torres Date: November 22, 2021
Michael Baker International
From: Keil D. Maberry, P.E., Principal LLG 2.21.4470.1
Linscott, Law and Greenspan, Engineers Ref:
Vehicle Miles Traveled (VMT) Assessment for the Proposed
Subject: Lido House Hotel Expansion Project, Newport Beach
As requested, Linscott, Law & Greenspan, Engineers (LLG) is pleased to submit this
Vehicle Miles Traveled (VMT) Assessment Technical Memorandum for the
proposed Lido House Hotel Expansion Project (herein after referred to as Project) in
the City of Newport Beach, California. This Technical Memorandum presents the
VMT screening criteria and applies the criteria, accordingly, for the proposed Lido
House Hotel Environmental Impact Report (EIR) Addendum No. 2. It should be
noted that the approach and methodology outlined in this Technical Memorandum is
based on the City of Newport Beach Implementation Procedures for the California
Environmental Quality Act (March 2020) and is generally consistent with the
Technical Advisory for Evaluating Transportation Impacts In CEQA, published by
the Governor's Office of Planning and Research (OPR), December 2018 (OPR
Technical Advisory), which provides additional detail on the language and approach
described in this Technical Memorandum.
On December 28, 2018, the California Natural Resources Agency adopted revised
CEQA Guidelines. Among the changes to the guidelines was the removal of vehicle
delay and LOS from consideration for transportation impacts under CEQA. With the
adopted guidelines, transportation impacts are to be evaluated based on a project's
effect on vehicle miles traveled. Lead agencies are allowed to continue using their
current impact criteria, or to opt into the revised transportation guidelines. However,
the new guidelines must be used starting July 1, 2020, as required in CEQA section
15064.3. The City of Newport Beach has adopted thresholds as contained in the City
of Newport Beach Traffic Impact Analysis Guidelines (August 2020).
In late 2019, State courts stated that under section 21099, subdivision (b)(2), existing
law is that "automobile delay, as described solely by level of service or similar
measures of vehicular capacity or traffic congestion shall not be considered a
significant impact on the environment" under CEQA, except for roadway capacity
projects.
As a result of SB 743, the new metric in the CEQA guidelines for transportation
impacts is VMT per capita. The legislative intent of SB 743 is to balance the needs of
congestion management with statewide goals for infill development, promotion of
public health through active transportation, and reduction of greenhouse gas
emissions.
Engineers & Planners
Traffic
Transportation
Parking
Linscott, Law &
Greenspan, Engineers
2 Executive Circle
Suite 250
Irvine, CA 92614
949.825.6175 T
949.825.6173 F
wvvw.Ilgengineers.com
Pasadena
Irvine
San Diego
Woodland Hills
Philip M. Linscatt, PE 11924-20001
William A. Law, PE (1921.2018)
Jack M. Greenspan. PE met.1
Paul W. Wilkinson, PE IRetl
John P. Keating, PE
David S. Shender, PE
John A. Boarman, PE
Clare M. Look -Jaeger, PE
Richard E. Barretto, PE
Keil D. Maberry, PE
Walter B. Musial, PE
An L62WB Company Founded 1956
Mr. Eddie Torres
November 22, 2021
Page 2
PROJECT DESCRIPTION
The Project site is currently developed with the Lido House Hotel, which consists of a
four-story, 103,470 square -foot (SF) hotel including 130 hotel rooms, meeting rooms,
accessory retail spaces, a restaurant, lobby bar, rooftop bar, guest pool, and other
recreational areas. A pedestrian plaza, landscaped areas, and other amenities
complement the hotel along Newport Boulevard and 32nd Street. Figure 1, attached,
presents a Vicinity Map that illustrates the general location of the Project site and
surrounding street system while Figure 2 presents an existing site aerial.
The proposed Project consists of requesting entitlements to increase the maximum
allowed gross floor area of the hotel from 103,470 SF to 118,573 SF. The additional
15,103 SF would allow development of five (5) new hotel cottages and slightly
expand the existing hotel building. The project would also incorporate the adjacent
parcel, currently occupied by Lido Fire Station No. 2, by demolishing the fire facility
to accommodate additional on -site parking. Figure 3 presents the proposed site plan
for the Project, prepared by WATG. As shown, the Project will construct five (5) new
cottages adjacent to the existing cottages on the southeast corner of the existing hotel
and reconfigure the parking lot, accordingly.
PROJECT SCREENING CRITERIA
Under the VMT methodology, screening is used to determine if a project will be
required to conduct a detailed VMT analysis. Based on the City's Implementation
Procedures, there are six (6) types of screening that the lead agencies can apply to
effectively screen projects from project -level assessment. As such, the following
guidance summarizes the potential project screening, developed for the City of
Newport Beach:
Transit Priority Area (TPA) Screening
As noted previously, the CEQA Guidelines were amended to include section 15064.3,
"Determining the Significance of Transportation Impacts." Subsection (b)(1) states in
part:
"Generally, projects within one-half mile of either an existing major transit
stop or a stop along an existing high quality transit corridor should be
presumed to cause a less than significant transportation impact. "
Pursuant to the statute, development projects may be screened out of VMT analysis
based on proximity to certain transit facilities due to the presumption of less than
significant impacts. The Technical Advisory reiterates this screening criteria, but also
highlights certain project -specific or location -specific characteristics which may
indicate the project will still generate "significant levels of VMT", even when located
within one-half mile of a major transit stop or a stop along a high -quality transit
N:\4400\2214470 - Lido House Hotel Expansion, Newport Beach\Report\4470 - Lido House Hotel Expansion VMT Assessment - Newport Beach, 11-22-21.docx
Mr. Eddie Torres
November 22, 2021
Page 3
corridor. These characteristics relate to the project's floor area ratio (FAR), parking
supply, and number of dwelling units, as well as consistency with the applicable
Sustainable Communities Strategy (SCS). If the project has any characteristics which
indicate that the presumption of less than significant impacts as stated in the CEQA
Guidelines may not be appropriate, the OPR Technical Advisory recommends that the
project should not be screened out of further VMT analysis.
The City of Newport Beach criteria is consistent with the OPR Technical Advisory
and also relies on the OCTA screening tool to determine whether the Project parcel(s)
is located within a TPA, as shown in Figure 1, (attached) of the City of Newport SB
743 VMT Implementation Guide (April 6, 2020), which was utilized to determine
whether this Project can be screened out based on the TPA criteria.
Based on the above, the proposed Project will screen -out under this criteria because
the Project is located within the TPA defined by Figure 1 of the City of Newport SB
743 VMT Implementation Guide (April 6, 2020) and the proposed Project has an
FAR greater than 0.75.
Low VMT Area Screening
An additional screening methodology is provided for residential and office land use
projects. Lead agencies may prepare maps based on a regional travel demand model
or travel survey data to illustrate areas that are currently below the selected VMT
threshold. OPR reasons that if a project has similar characteristics to the existing area
(i.e., density, mix of uses, transit service, etc.), it will tend to exhibit similar VMT.
Therefore, if a project is fully located within an area identified as having a below -
threshold VMT, it may be presumed to also have less than significant VMT impacts
and be screened out from requiring a detailed VMT analysis.
The City of Newport Beach utilizes the OCTA screening tool, which indicates the
appropriate VMT values for the Project TAZ as compared to the jurisdictional
average and was utilized to determine whether this Project can be screened out based
on the low VMT-generating area criteria (lower than 85% of the countywide average
VMT).
Based on the above, the proposed Project will not screen -out under this criteria since
it is not located within a low VMT-generating area (TAZ 1405) based on VMT/capita
or VMT/employee as shown in Figure 2 and Figure 3, respectively, of the City of
Newport SB 743 VMT Implementation Guide (April 6, 2020).
Local Serving
OPR provides additional recommendations on when the presumption of less than
significant impacts may be appropriate, in addition to the formally recommended
screening criteria described above. For instance, in the discussion regarding retail
N:\4400\2214470 - Lido House Hotel Expansion, Newport Beach\Report\4470 - Lido House Hotel Expansion VMT Assessment - Newport Beach, 11-22-21.docx
Mr. Eddie Torres
November 22, 2021
Page 4
projects, the OPR Technical Advisory advises lead agencies that because local serving
retail projects tend to improve retail destination proximity, shorten trips, and reduce
VMT, they may be presumed to have less than significant impacts. Agencies may
choose to define what constitutes local serving retail in their jurisdiction, although
OPR suggests a threshold size of 50,000 square feet or less. The City of Newport
Beach guidelines indicate that locally serving retail spaces of less than 50,000 SF are
considered to have a less than significant impact on transportation/traffic.
Based on the above, the proposed Project will not screen -out under this criteria since
the Project is not considered retail.
Affordable Housing Units
The City of Newport Beach guidelines indicate that Land Use Projects with a high
level of affordable housing units, as determined by Community development
Department, are considered to have a less than significant impact on
transportation/traffic.
Based on the above, the proposed Project will not screen -out under this criteria since
the Project is not considered affordable housing.
Project Trip Generation
The City of Newport Beach guidelines indicate that Land Use Projects that generate a
net increase of 300 or less daily trips, utilizing the most current Institute of
Transportation Engineers (ITE) Trip Generation Manual are considered to have a less
than significant impact on transportation/traffic. Based on ITE Trip Generation 11 th
Edition (2021): ITE Land Use Code 310 — Hotel, the proposed Project is forecast to
generate 40 daily trips.
Based on the above, the proposed Project will screen -out under this criteria since the
Project is forecast to generate less than 300 daily trips.
Institutional/Government Land Use
The City of Newport Beach guidelines indicate that Institutional/Government and
public service uses such as police stations, fire stations, community centers, refuse
centers would not require CEQA VMT analysis.
Based on the above, the proposed Project will not screen -out under this criteria since
the Project is not considered an Institutional/Government or public service use.
N:\4400\2214470 - Lido House Hotel Expansion, Newport Beach\Report\4470 - Lido House Hotel Expansion VMT Assessment - Newport Beach, 11-22-21.docx
Mr. Eddie Torres
November 22, 2021
Page 5
CONCLUSION
Consistent with the City of Newport Beach Implementation Procedures for the
California Environmental Quality Act (March 2020) and City of Newport SB 743
VMT Implementation Guide (April 6, 2020), the proposed Lido House Hotel
Expansion Project will result in a less -than -significant transportation/traffic impact
based on the City of Newport Beach VMT Transit Priority Area (TPA) [See Figure
I] and Trip Generation screening criteria (Projects generating less than 300 daily
vehicle trips).
* * * * * * * * * * *
We appreciate the opportunity to provide this Technical Memorandum. Should you
have any questions regarding the memorandum, please contact us at (949) 825-6175.
Attachments
Cc: File
�/QRofEss�� �
Li
No. 1802
'k Exp6/30/23
9F TRAFFlC F�¢�~Y
O� CAS
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FIGURE 1
VICINITY MAP
LIDO HOUSE HOTEL EXPANSION, NEWPORT BEACH
SOURCE: GOOGLE
KEY FIGURE 2
(tNO F- 7 = PROJECT SITE
GREENSPAN SCALE
EXISTING SITE AERIAL
LIDO HOUSE HOTEL EXPANSION, NEWPORT BEACH
NOTE: ADMACCESSIBLE DROP OFF REMAINS UNCHANGED:
DFF
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FIGURE 3
PROPOSED SITE PLAN
LIDO HOUSE HOTEL EXPANSION, NEWPORT BEACH
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LSA LEGEND
O Transportation Center
High Quality Transit Areas
OCTA Major Bus Routes
0 2000 4000
FEET
SOURCE: OCTA (11/2019); SCAG (6/2019)
FIGURE 1
SB 743 Vehicle Miles Traveled Implementation Guide
Newport Beach Transit Priority Areas
I:\CNB1702.02\GIS\MXD\City_NewportBeach.mxd (3/31/2020)
STATE OF CALIFORNIA }
COUNTY OF ORANGE } ss.
CITY OF NEWPORT BEACH }
I, Leilani I. Brown, City Clerk of the City of Newport Beach, California, do hereby certify that the
whole number of members of the City Council is seven; the foregoing resolution, being Resolution
No. 2022-76 was duly introduced before and adopted by the City Council of said City at a regular meeting
of said Council held on the 25th day of October, 2022; and the same was so passed and adopted by the
following vote, to wit:
AYES: Mayor Kevin Muldoon, Council Member Brad Avery, Council Member Joy Brenner,
Council Member Diane Dixon, Council Member Duffy Duffield, Council Member
Will O'Neill
NAYS: None
RECUSED: Mayor Pro Tern Noah Blom
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the official seal of
said City this 261h day of October, 2022.
Leilani I. Brown
City Clerk
Newport Beach, California