Second Amendment-Noble — Redondo Beach City Council, January 17, 2023

SECOND AMENDMENT TO AGREEMENT FOR CONSULTING SERVICES

BETWEEN

THE CITY OF REDONDO BEACH
AND
NOBLE CONSULTANTS, INC.

THIS SECOND AMENDMENT TO THE AGREEMENT FOR CONSULTING SERVICES Second Amendment") is made between the City of Redondo Beach, a chartered municipal corporation (" City") and Noble Consultants, Inc., a California corporation Consultant").

WHEREAS, on November 18, 2014, the parties hereto originally entered into that certain Agreement for Consulting Services between the City and Consultant ("Agreement"); and WHEREAS, on March 21, 2017, the parties hereto entered into a First Amendment to the Agreement; and
WHEREAS, City and Consultant desire to amend the Agreement pursuant to the terms and conditions set forth herein.

NOW, THEREFORE, the parties hereby agree to make the following amendments to the Agreement:

1. Scope of Services: Exhibit A of the Agreement is hereby amended to add the following scope of duties Consultant shall complete:

Consultant shall perform the following services associated with King Harbor.

TASK 1 — SEA LEVEL RISE (SLR) VULNERABILITY STUDY
A. SLR vulnerability assessment
Consultant shall review and provide a summary of inundation vulnerability based upon hazards analysis performed by others. Consultant shall collect, compile, and review existing and available information on coastal flood hazard in the vicinity areas of King Harbor. At a minimum, the information shall consist of Flood maps for various SLR projections published on the Our Coast Our Future (OCOF) website, and as computed by the US Geological Survey using their Coastal Storm Modeling System ( CoSMoS) program; and Flood Insurance Rate Maps (FIRM) and Flood Insurance Study ( FIS) Reports published by Federal Emergency Management Agency (FEMA). Consultant shall prepare a preliminary SLR vulnerability report based on their review of the available flood maps and reports.

B. Stillwater Level SLR Inundation Mapping
Consultant shall hire sub consultant, Psomas, to perform an aerial topographic survey of the King Harbor lease areas north of Portofino Way. The intent of the survey is to provide complete topographic map coverage of the Harbor. For the north Harbor topographic survey, aerial targets shall be set on the ground and surveyed to precision x, y, and z control points. A low altitude aerial overflight of the north harbor shall then be schedule to photograph the site. An orthorectified color photograph of the north harbor area shall be prepared. The precision photography shall be reduced to a 1 inch equals 40 foot scale planimetric map with one foot elevation contours and spot elevation delineation to fill flatter regions. The map shall be used to prepare a digital elevation model of the north King Harbor region.

C. Coastal Flood Hazard Analysis and Mapping
Based on the aerial topographic mapping, Consultant shall prepare a detailed coastal flood hazard analysis using the response-based approach recommended by FEMA. Inundation maps will be prepared that represent a coastal flood event that has a 1% chance of occurrence in any year. The low and high SLR projection values as forecast by the National Research Council in 2012 will be included in the analysis and mapping. The study phase shall include the following tasks:
1) a wave transformation analysis shall be performed to determine incident wave conditions at multiple locations in King Harbor. The nearshore ( outside harbor) wave condition shall be represented by the wave data at a nearshore station that was determined in the Corps of Engineers' Coast of California Storm and Tidal Waves Study (CCSTWS) for Los Angeles County.
2) a wave runup analysis shall be performed to determine the 1% annual chance Base Flood Elevation ( BFE). The analysis shall be performed using the response- based approach and the methodologies recommended by FEMA for coastal hazard analysis. The wave runup analysis shall be conducted for multiple locations in King Harbor. For locations where wave overtopping occurs, flood water propagation distance shall be further empirically computed to determine the estimated inundation boundary. The analysis shall be conducted for the low and high future SLR projection scenarios.
3) Flood inundation maps shall be generated based on the results of above task.

The flood hazard vulnerability will be assessed for the low and high SLR projection scenarios.

D. SLR Management Strategy
Consultant shall initiate a process of proactive preparedness planning, and introduce and explore potential management strategies that may be considered to deal with future SLR in King Harbor. Based on various potential SLR elevations, Consultant shall prepare strategies for methods to deal with future sea level rise in King Harbor such as retreat, elevate, and protect ( elevation or protection of backlands and improvements). 1) Plan formulation
rriN
Based upon the results of the vulnerability assessment, Consultant shall consider a range of elevation and protection strategies for the King Harbor parcels. The Harbor shall be divided into three planning zones: open water areas and mooring basins, the land/ water shoreline interface, and backland mole fill areas. Consultant shall propose a preliminary SLR planning map of the Harbor to suggest planning zones in terms of elevation, land use, and existing infrastructure. Elevation and protection strategies shall be delineated to illustrate the potential extents of fill and diking that may be required to address future SLR within the various Harbor parcels. 2) Internal Workshop Collaboration/ Final Report
Consultant shall conduct a one- day internal workshop with City staff to informally review and discuss future goals and objectives and alternative strategies that might be considered for short term and long range implementation. Based on the results of the workshop, Consultant shall refine alternative SLR management strategies into a revised Harbor map that illustrates the short term and long range solutions that may be the most feasible candidates for further consideration and public review. The results of the study shall be summarized in a written report that consists of narrative and figures that summarizes King Harbor' s future SLR vulnerability and presents a range of management strategies that may be considered for incorporation within the Harbor' s land use and development policy.

TASK 2 — BASIN 3 SEAWALL CONDITION ASSESSEMENT
A. Field Investigation
Consultant shall perform a visual inspection of the visible portions of the seawall during low tide conditions to assess and document existing conditions. Observations of the existing seawall stem and cap section shall follow condition state definition guidelines published in the California Department of Transportation' s Bridge Element Inspection Manual.

B. Geotechnical Investigation
Consultant shall hire subconsultant, Geotechnical Professionals, Inc. ( GPI), to perform a geotechnical engineering study to assess the seawall' s foundation properties and existing condition of the backfill. The following tasks shall be performed.
1 Review prior soils reports and data including the 1960 design plans, 1974 Converse report, 1976 Lockwood report, and the more recent studies prepared for the Waterfront Project. Permission to reference the latter studies shall be provided to us by the City.
2 Perform a site reconnaissance visit to observe existing pavement condition and other indicators of foundation related problems or backfill loss issues.
3 Conduct a limited field exploration program to further assess backfill condition. The field program shall consist of eight cone penetration tests (CPTs) and four hand auger borings. The CPT' s and borings shall be performed within 5 feet of seawall edge to determine the strength and characteristics of the backfill material. The CPTs shall allow the collection of a relatively detailed definition of subsurface layering and in- situ measurement of soil properties needed for evaluation of the seawall. The CPT's shall penetrate to a depth of approximately 8 to 10 feet or the point of refusal on the seawall' s subsurface concrete footing.

The CPT' s shall be performed with a limited access track mounted rig delivered to the site on a trailer with a flatbed pickup. The small dimensions of the track rig also make it ideal for the tight access areas within Basin B between the bulkhead and the buildings while considering existing utilities in the area. The dimension of the rig is approximately 4 feet wide and 9 feet long. A closure of a portion of the boardwalk area during our work may be necessary. The operation may also create temporary periods of noise levels that may be objectionable to some.

Consultant may request the City to clear access and coordinate closure of the boardwalk area during the field exploration program.

Hand- augers shall be drilled at four of the CPT locations to a depth of about 4 to 6 feet. Sampling depth shall be determined by the caving characteristics and water level in each hole. Small bulk samples of representative soil layers at depth intervals of two feet shall be collected.
4 Perform a limited number of laboratory tests to determine engineering properties of the backfill material. Test shall include in situ moisture content and grain size analysis.
5 The results of the site reconnaissance visit, field exploration, laboratory testing, and geotechnical engineering evaluations shall be summarized in a written report. The report shall contain a project and site description, discussions of the seismic setting, summary of engineering studies, recommendations and conclusions pertaining to the design parameters to assess stability of the existing bulkhead, plus logs of the field explorations and laboratory test results. Report recommendations shall include properties of fill behind the bulkhead, assessment of bearing capability of the existing seawall compared to its original design, lateral earth pressures for structural capacity assessment, seismic design criteria parameters, and a discussion on liquefaction and lateral spreading potential.

C. Destructive Testing and Analysis
Consultant shall perform limited destructive testing of the seawall' s concrete exposed wall face to assess the structural integrity and soluble chloride contamination levels within the concrete matrix. Four-inch diameter cores shall be drilled in the wall stem concrete to obtain specimens for visual examination and subsequent laboratory testing and analysis. Destructive testing services shall proceed in the following sequence:

1. Six core locations shall be selected at evenly distributed points over the length of the seawall.

2. Prior to core drilling, the wall face surrounding each hole location shall be scanned using hand held ground penetration radar concrete scanning equipment to locate embedded reinforcement steel. Core locations shall be adjusted as best as possible to avoid cutting existing longitudinal and transverse reinforcement bars. Each core hole shall be drilled to a depth of approximately five inches depending upon site conditions and the ability to retrieve and extract complete specimens. Drilled holes shall be re- filled using an appropriate nonshrink cementitious repair material.

3. Each core specimen shall be visually inspected and logged to note the extent of cracking, defects, or other notable features. Cores shall then be sent to the concrete laboratory to have the following tests and analysis performed:

Petrographic examination to determine physical condition and composition in accordance with procedures outlined by ASTM C 856 and Water-soluble chloride content per ASTM C 1218.

The concrete core drilling program shall be conducted by Consultant' s subconsultant, John S Meek Construction Company (JSM) and laboratory analysis of core specimens shall be performed by sub- consultant, CTL Group in Skokie, Illinois.

D. Structural Engineering Assessment
Consultant shall perform a structural engineering analysis of the seawall to assess its static and dynamic load carrying capacity for as- built and estimated existing conditions. The following tasks shall be performed:
1 A finite element model of the seawall structure shall be developed using Visual Analysis computer software. Service conditions for dead and live loads shall be defined for the structural model.
2 A baseline analysis shall be performed to compute the theoretical safe working load capacity for the seawall subjected to earth pressure, gravity dead and live loading combinations, and pseudo- static dynamic earthquake load conditions.

The scenario is intended to represent the seawall' s like-new as- built condition shortly after construction in 1960.
3 A current condition analysis of the seawall shall be performed based on an estimate of the existing degree of degradation observed in above referenced test. In this analysis, an estimate of the seawall's reduced working load limits shall be based upon Consultant' s assessment of the extent of concrete and reinforcement steel deterioration.
4 Consultant shall provide a professional opinion regarding the seawall' s structural load carrying capacity and structural integrity. In consultation with City staff, Consultant shall review alternative repair and rehabilitation measures to provide preliminary recommendations for additional studies and/ or repair and maintenance action.

E. Report
The results of all task and testing above shall be presented in a written technical report that summarizes all observations, findings, recommendations, and professional opinions. The report shall consist of narrative and figures that discuss existing seawall condition, structural capacity, and recommendations for repair, maintenance, or follow-up investigations.

TASK 3 — MAINTENANCE DREDGING
A. Bathymetric and Topographic Survey
Consultant shall perform a precision bathymetric and topographic condition survey of the entire King Harbor, the potential nearshore sediment placement area near the Topaz Groin, and the potential beach placement site between the Municipal Pier and the Topaz Groin. Surveys shall be conducted using a combination of multi- beam, singlebeam, and lead line equipment and vessels. The surveying and mapping shall be performed by subconsultant, Gahagan & Bryant and Associates, Inc.

Deliverable: Bathymetric chart of King Harbor showing soundings and one-foot elevation contours; topographic and bathymetric map of the potential Redondo Beach sediment placement sites; ASCII-formatted file of the survey data in PNEZD format. Horizontal datum shall be NAD 83 State Plane Zone 5. Vertical datum shall be Mean Lower Low Water 83- 01 epoch to match US Army Corps of Engineers' vertical datum for King Harbor survey data. Maps shall be prepared using AutoCad Civil 3D 2018 software. Maps shall be furnished 24"x36" size sheets in Adobe PDF digital file format for subsequent reproduction by the City.

B. Sediment Characterization Study
Consultant shall meet regulatory requirements for sediment sampling and analysis to verify sediment compatibility and lack of contaminants. Sampling protocol shall meet the Southern California Dredged Material Management Team ( SC- DMMT) requirements under the management authority of the US Army Corps of Engineers ( USACE) and the US Environmental Protection Agency ( US EPA). The procedure shall meet the following steps: 1. prepare an appropriate sediment sampling and laboratory testing plan (SAP) that is consistent with US EPA and USAGE guidelines. Review the testing plan with and obtain approval of it from the SC- DMMT, 2. collect sediment samples in the field by drilling a limited number of vibracores to the projected excavation depth, 3. prepare a formal written sediment analysis plan report to summarize the results of the investigation ( SAPR) and present the findings and conclusions before the SC- DMMT to confirm the suitability of the sediment for the intended nearshore, onshore, or off site upland disposal.

Consultant shall perform the following tasks.
1 Consultant shall prepare the study specific SAP in accordance with the US EPA' s and USACE' s Inland Testing Manual guidelines. Based upon the anticipated sediments to be encountered, the SAP is assumed to be a Tier II level evaluation. No Tier III bioassay assessments shall be performed at this time. The SAP shall be presented to the SC- DMMT for review and approval. 2 The sediment sampling program is based upon the following:
12 vibracore samples within the Outer Harbor shoal plus 5 random grab samples;
6 vibracore samples within the Basin 3 entrance channel plus 5 random grab samples;
2 vibracore samples within Basin 2 corner fillets plus 5 random grab samples;
Grab sampling of two beach profiles between El + 12 ft MLLW and - 30 feet MLLW at 6-foot depth intervals per USACE guidelines for beach sampling. 5 random grab samples ( 10 total) within the Nearshore Placement Area and Redondo Beach receiver beach site.

Vibracore sediment samples shall be reduced to representative composite per procedures approved in the SAP. The following number of samples to be tested is assumed for this proposal:

Outer Harbor Shoal —4 composite samples and 35 grain size samples Basin 3 Entrance Channel —2 composite samples and 18 grain size samples
Basin 2 Shoals — 1 composite sample and 6 grain size samples Beach transects — 2 composite samples and 16 grain size samples Nearshore placement site— 1 composite sample and 5 grain size samples

3. Sediment composites shall be analyzed for the following chemical and physical tests:

Analytical Chemistry:

Volatile Solids by Method USEPA 160.4;
HEM: Oil and Grease by USEPA Method 1664A;
Dissolved and Total Sulfide by USEPA Method 376.2;
Total Recoverable Petroleum Hydrocarbons (TRPH) by USEPA Method 418. 1;
Metals ( arsenic, cadmium, chromium, copper, lead, nickel, selenium, zinc, and
mercury) by USEPA Methods 6020 and 7471A;
Organochlorine Pesticides by USEPA Method 8081A;
Polychlorinated biphenyl ( PCB) Aroclors by USEPA Method 8082; PCB Congeners by USEPA Method 8270C;
Polycyclic Aromatic Hydrocarbons ( PAHs), Phenols, and Phathlates by USEPA
Method 8270C;
pH by USEPA Method 9045C;
Total Organic Carbon by USEPA Method 9060A;
Organotins by Krone, et al.;
Total Solids by USEPA Method SM 2540 B; and
Ammonia by USEPA Method SM 4500- NH3 B/ C ( M).

Physical and Geotechnical Parameters:

Grain size by ASTM D4454 ( M);
Atterberg Limits by ASTM D4318; and
Grain Size with Sieve and Hydrometer by method ASTM D422. 4 The results of the field sampling and laboratory analysis shall be summarized in a technical SAPR. The report shall be presented before the SC- DMMT for review and approval. Sub-consultant, Amec Foster Wheeler, shall prepare the SAP for the King Harbor maintenance dredging project, obtain the sediment samples, perform the laboratory analysis, prepare the written SAPR report, and present the findings before the SC- DMMT. The report shall be used to support the Department of the Army Section 404 permit application.

Deliverable: One digital copy in Adobe PDF format of the draft and final sediment sampling and analysis plan reports ( SAP and SAPR).

D. Determine Feasible Dredging Plan
Based upon the results of above referenced tasks, Consultant shall generate the most feasible and appropriate maintenance dredging plan for King Harbor in collaboration with City staff. The following tasks shall be performed:
1 Consultant shall prepare a preliminary dredge template, dredge prism, and scope of work for excavation and dredging of shoal areas.
2 Consultant shall review alternative means and methods to excavate and dispose of the dredged material. Alternatives shall be limited to placement within the Outer Harbor, nearshore bottom near the Topaz Groin, direct beach placement between the Municipal Pier and the Topaz Groin, and inland landfill sites. 3 Coordination with the Federal Breakwater Repair Project Consultant shall provide limited coordination with the USACE during the plan formulation of the City' s maintenance dredging project. The USACE has requested Congressional funds to repair portions of the North Breakwater, w' e
however, the status of that project's funding appropriation is not yet known.

Consultant shall coordinate with City staff and USAGE personnel from the Los Angeles District to monitor the status of the Federal breakwater repair's funding and schedule to determine if coordination with the City' s maintenance dredging project would be advantageous.
4 Consultant shall prepare a preliminary opinion of the probable construction cost to complete the proposed dredging work.

Deliverable: 30% complete construction plans that illustrate the existing conditions, proposed dredge template, typical dredge cross sections, and estimated dredge volume; the plans shall be prepared in AutoCad Civil 3D 2018 software digital format and delivered as 24" x 36" size drawings in Adobe PDF digital format.

D. Regulatory Entitlements
Consultant and sub-consultant Chambers Group, Inc. shall prepare the appropriate level of CEQA documentation, prepare and submit regulatory permit applications, and assist the City during permit processing. The following tasks shall be performed. 1 Consultant shall prepare all required documentation in accordance with Section 15304 (g), Maintenance Dredging, of the CEQA Guidelines, to obtain a Categorically Exempt status. If it is determined that a Categorical Exemption is not applicable and that either a Negative Declaration ( ND) or Mitigated Negative Declaration ( MND) would be required, Consultant shall prepare the appropriate documentation. The project description shall include a detailed narrative and graphical presentation of the proposed project and shall include location and boundaries, regional and vicinity maps, and a statement of the project goals and objectives.

Consultant shall prepare an Initial Study ( IS) checklist to focus the environmental document on the potentially significant effects, in accordance with CEQA Guidelines and submit the Screencheck IS in electronic format for the proposed project within three weeks after the project description has been finalized.

After preparation of the IS, if there is no substantial evidence that the Project may cause a significant effect, a ND shall be prepared. After preparation of the IS, if any significant impacts are identified or mitigation measures are developed to avoid or mitigate these impacts, a MND shall be prepared. Preparation of a MND may require additional negotiations with concerned agencies and/ or individuals or organizations. One teleconference with these agencies to discuss and/or negotiate measures for this project is included in the cost.

The Screencheck ND shall be provided to the City for review in electronic format.

Consultant shall incorporate one complete set of comments received by the City on the Screencheck MND and incorporate them into the Draft IS/MND for public review.

Consultant shall prepare and file a Notice of Intent to Adopt (NOI) in compliance with CEQA Guidelines. Consultant shall incorporate public comments received on the NOI into the environmental document. The NOI shall include at a minimum a brief project description, project location, public review start- and enddates, any scheduled public meetings/hearings, address where copies of the document are available for review, any toxic sites, and other information required by statute or regulation.

One copy of the MND Package shall be delivered via certified mail to each of the responsible agencies associated with the proposed project. This includes up to five responsible agencies involved with this Project and up to 15 hard copies of the MND Package shall be mailed to the State Clearinghouse.

Consultant shall collect public comments received during the public review and shall prepare responses to these comments for review by the City. Consultant shall incorporate one complete set of comments from the City into the response to comments which shall be included in the Final IS/ MND ( 20 comment letters are assumed).

Consultant shall revise the MND package based on the City responses to comments received from the public review period, as necessary. A "Response to Comments" section shall be included in the Final IS/ MND (5 comment letters are assumed).

Consultant shall be available to attend a meeting with the City to discuss the Final ND or MND prior to finalization and mail up to 5 hard copies and one electronic version of the final ND or MND package to the City. 2 Consultant shall obtain and review relevant documents pertaining to environmental issues at the Project site. These documents shall include documents prepared by the USACE for the 2012 beach nourishment project at Redondo County Beach as well as other relevant materials, including the California Natural Diversity Database.
3 Consultant shall perform a reconnaissance level underwater dive survey and prepare a report that discusses the biological resources that potentially could be affected by the dredging activities. The report shall identify potential impacts, if any, to any identified sensitive habitat and/or species. If necessary, the report shall recommend measures to avoid impacts to sensitive resources. Two biologists shall complete the field effort within two days. Two divers certified to survey for Caulerpa shall also survey the proposed underwater work area in compliance with the Caulerpa Control Protocol, which requires a surveillance level survey of at least 20 percent of the area of potential effect be visually surveyed. The Caulerpa survey shall be conducted as part of the reconnaissance level survey, but also must be conducted between 90 and 30 days prior to the inwater construction activities along with proper reporting, which may be conducted as a separate task. In-water disposal of dredged material in the nearshore may require up to one additional day of underwater surveys of the disposal area.

Survey of potential disposal areas is assumed to require a boat as a diving platform. This task assumes the report shall contain no more than 20 pages of text, tables, graphics, and appendices, and one round of comments by regulatory agency staffs.
4 Consultant shall prepare and submit permit applications for the following regulatory entitlements:
a) Section 404 from the Department of the Army
b) Section 401 from the Los Angeles office of the California State & Regional Waterboards
c) Coastal Development Permit from the California Coastal Commission d) California State Lands Commission ( as required)
5 Consultant shall support the City during the processing of all regulatory permits that have been submitted. This task shall be limited to response to Resources Agency and USAGE staffs to address questions and review comments. This includes one round of response to comments to each agency.

Deliverables: Complete CEQA determination for filing by the City. Complete permit applications for Department of the Army, State & Regional Waterboards, and California Coastal Commission. Biological resources report in Word and PDF digital formats.

E. Final Design and Preparation of Contract Documents
Consultant shall prepare the detailed engineering design, construction plans, and contract documents for the King Harbor Maintenance Dredging Project. The following tasks shall be performed:
1 Perform the final engineering design to specify the dredge template, dredge volume prism, and disposal plan for the Project.
2 Prepare the final construction plans and contract documents to specify work requirements and specifications, includin• but not limited to the following:

Construction Plans Contract Documents

1. Title Sheet 1. Notice Inviting Bids

2. Site Survey and Survey Control 2. Instructions to Bidders

3. Staging and Storage Area 3. General Conditions and Bonds

4. Construction Notes 4. Contract

5. Dredging Plan 5. Proposal
J

6. Outer Harbor Dredging Plan Detail 6. Special Provisions

7. Basin 3 Channel Dredging Plan Detail 7. Technical Provisions:

8. Basin 2 Dredging Plan Detail Appendices

9. Dredging Sections Permits

10. Dredging Sections Sediment Sampling and
11 Dredging Sections Analysis Report

12. Sediment Placement Plan

13. Nearshore Placement Plan Detail

14. Beach Placement Plan Detail

15. Sediment Placement Sections

16. Sediment Placement Sections
3 Prepare an engineer' s estimate of probable construction cost.

Deliverables: 75%, 95%, and 100% complete plans and technical specifications Plans shall be prepared in AutoCad Civil 3D 2018 digital format and submitted as 24"x 36" size drawings in Adobe PDF digital file format for subsequent reproduction by the City as required. Contract documents shall be prepared in Microsoft Word 2016 digital format and submitted in Adobe PDF digital file format for subsequent reproduction by the City as required.

Memorandum of engineer's estimate of probable construction cost at the 75% and 100% complete milestones."

2. Term: Exhibit B of the Agreement is hereby amended to extend the term of the Agreement to February 8, 2023.

3. Compensation: Exhibit C of the Agreement is hereby amended to add the following compensation to be paid to the Consultant for the additional duties outlined above:

Provided Consultant is not in default under this Agreement, Consultant shall be compensated as provided below.

A. Amount. Consultant shall be paid in accordance with the following schedule for the services described in this Second Amendment. In no event shall Consultant' s compensation exceed the annual amounts set forth in the following schedule.

Task NTE Amount
TASK 1 — SEA LEVEL RISE ( SLR) VULNERABILITY STUDY 10, 008 l 1- A
1- B Mapping 28, 729
ea
1- C Flood Hazard Analysis 39,484
1- D Management Strategy & Reporting 81, 293
Task 1 Sub-Total 159, 514
TASK 2 — BASIN 3 SEAWALL CONDITION ASSESSEMENT 13, 776
2- A Visual Inspection
2- B Geotechnical Engineering Assessment 31, 570
2- C Destructive Testing 35,810
2- D Structural Engineering Analysis 19, 288
2- E Report & Meetings 21, 150
Task 2 Sub-Total 121, 593
TASK 3— MAINTENANCE DREDGING 52, 850
3-A Bathymetric & Topographical Survey
3- B Sediment Characterization Study 200,265
3- C Determination Feasible Dredging Plan 39, 968
3- D Regulatory Entitlements 110,985
3- E Design & Contract Documents 45, 122
Task 3 Sub-Total 449, 190
TOTAL SECOND AMENDMENT 730, 297
Consultant's total compensation shall include all expenses, materials, labor, shipping, tax and travel.

B. Method of Payment. Consultant shall provide monthly invoices based upon the time spent during the previous month to City for approval and payment.

Consultant shall submit two hard copies of the invoice with supporting documentation. Invoices must be itemized, adequately detailed, based on accurate records, and in a form reasonably satisfactory to City.

C. Schedule for Payment. City agrees to pay Consultant within thirty (30) days of receipt of the monthly invoice; provided, however, that payments by City shall not exceed the proportion of the phase or task completed, and payment for each phase or task shall not exceed the amounts described herein.

D. Notice. Written notices to City and Consultant shall be given by registered or certified mail, postage prepaid and addressed to or personally served on the following parties.
1y
Consultant: Noble Consultants, Inc.
2201 Dupont Drive # 830
Irvine, CA 92612
Attn: Jon Moore
City: City of Redondo Beach
Public Works Department, the Engineering Division
415 Diamond Street
Redondo Beach, CA 90277
Attn: Andy Winje"

4. Modification. Except as expressly set forth herein, the Agreement shall continue in full force and effect. The Agreement and this Second Amendment and the First Amendment constitute the entire agreement between the parties and supersedes any previous oral or written agreement. In the event of any inconsistency among this Second Amendment and Agreement and the First Amendment, the terms of this Second Amendment shall prevail. This Second Amendment may be modified or amended only by a subsequent writing executed by all of the parties and approval by the City Council.

SIGNATURES ON FOLLOWING PAGE]
IN WITNESS WHEREOF, the parties have entered into this Second Amendment as of this 6th day of February, 2018.

CITY OF REDONDO BEACH NOBLE CONSULTANTS, INC.

A chartered municipality
62 c
Name: F.or+ald 1 t ISI r, bl tJ
N
Title` frrsidcnt 4 LEo
William C. Brand, Mayor I
APPROVED AS TO FORM:
w Lie
Michael W. Webb, City Attorney
APPROVED:

Risk Ma r
ATTEST:
69—tebiA„ P
Eleanor Manzano, Clerk
61„ 1-,11- T
N CHAMB-4 OP ID: J5
AWRL.' DATE( MM/ DD/ YYYY)
05/07/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER Wendi Carpenter
Kaercher Campbell& AssociatesPHONE 310_556-4759 FAX
600 Corporate Pointe, Ste 1010 A/C, No, Ext): A/C, No):

Culver City, CA 90230 ADDRESS: [email protected] Wendi Carpenter INSURER(S) AFFORDING COVERAGE NAIC#
INSURER A: Liberty Surplus Insurance Corp 10725
INSURED Chambers Group Inc. INSURER B: Commerce& Industry Ins Co 19410 5 Hutton Centre Drive, Ste 750
INSURER C: Santa Ana, CA 92707
INSURER D:

INSURER E:

INSURER F:

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS

CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.

INSR

TYPE OF INSURANCE

ADDL SUBR POLICY EFF POLICY EXP

INSR WVD POLICY NUMBER MM/ DD/YYYY) ( MM/ DD/YYYY) LIMITS

GENERAL LIABILITY
EACH OCCURRENCE 1, 000,000
A X COMMERCIAL GENERAL LIABILITY Y Y UVEDE104595117 06/01/ 2017 06/ 01/ 2018 ° V12J.° E.N.T.Er'rence) $ 100 000 CLAIMS- MADE X OCCUR MED EXP( Any one person) _ $ 10,000 X Pollution$ 2mil PERSONAL& ADV INJURY $ 1, 000,000
X Deductible$ 2,500 GENERAL AGGREGATE $ 2,000,000
GE ' L AGGREGATE LIMIT APPLIES PER: PRODUCTS- COMP/OP AGG $ 2,000,000

POLICY X PROJECT LOC

AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT
Ea accident)
ANY AUTO BODILY INJURY( Per person) $

ALL OWNED SCHEDULED
BODILY INJURY( Per accident) $ AUTOS AUTOS

HIRED AUTOS

NON- OWNED PROPERTY DAMAGE -

AUTOS PER ACCIDENT)
X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 10,000,000
A EXCESS LIAB CLAIMS-MADE UMEDE104596117 06/01/ 2017 06/ 01/ 2018 AGGREGATE 10,000,000 DED RETENTION$

WORKERS COMPENSATION X TWY TATT-S
0ETRHAND EMPLOYERS' LIABILITY Y/ N
B ANY PROPRIETOR, PARTNER/EXECUTIVE WC065257206 05/ 12/2018 05/ 12/2019E.L. EACH ACCIDENT 1, 000,000 OFFICER/ MEMBER EXCLUDED? N/ A
Mandatory in NH) E. L. DISEASE- EA EMPLOYEE $ 1, 000,0001 If yes, describe under
DESCRIPTION OF OPERATIONS below E. L. DISEASE- POLICY LIMIT $ 1, 000,000 A Professional Error UVEDE104595117 06/01/ 2017 06/01/ 2018 Per Claim 1, 000,000 Omissions RETRO DATE- 1/ 1/ 1978 Aggregate 2,000,000
DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES ( Attach ACORD 101, Additional Remarks Schedule, if more space is required) The City, its officers, elected and appointed officials, employees, and volunteers are to be covered as insureds with respect to liability arising out of work performed by or on behalf of the Consultant. General liability coverage can be provided in the form of an endorsement to the Consultant s insurance, or as a separate owner' s policy.

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

City of Redondo Beach
415 Diamond Street
Redondo Beach, CA 90277

ACORD 25( 2010/05) The ACORD name and logo are registered marks of ACORD N
CHAMB-4 OP ID: W2
ACG?R0 LIABILITY INSURANCE
DATE( MM/ DDnrYYY)
CERTIFICATE OF 05/29/2018
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS

IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed.

If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).

PRODUCER 310-556- 1900 CONTACT Gary Lutz
Kaercher Campbell& Associates PHONE 310-556- 1900 FAX 310-556-4702 600 Corporate Pointe, Ste 1010 A/C, No, Ext): A/c, No):

Culver City, CA 90230 ADDRIESS:

Wendi Carpenter
INSURER(S) AFFORDING COVERAGE NAIC#
INSURER A: Nautilus Insurance Company
INSURED Chambers Group Inc. INSURER B: Nationwide Mutual Insurance Co 5 Hutton Centre Drive, Ste 750
INSURER C: Commerce& Industry 19410
Santa Ana, CA 92707
INSURER D:

INSURER E:

INSURER F:

COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:

INSR

TYPE OF INSURANCE

ADDL SUBR

POLICY NUMBER

POLICY EFF POLICY EXP

LIMITS LTR INSD WVD MM/ DD/YYYYI ( MM/ DD/YYYYI
A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE 1, 000,000

CLAIMS- MADE X OCCUR Y Y
ECP202630310AMAGETO 06/01/ 2018 06/01/ 2019 PR M SES a occurRENTED 100,000 X Pollution$ 2milMEDEXP( Any one person) $
10,000
X Deductible$ 2,500PERSONAL&ADV INJURY $ 1, 000,000
GEN' L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X RCOT- LOC PRODUCTS- COMP/OP AGG_ $ 2,000,000
OTHER:

B AUTOMOBILE LIABILITY
COMBINED SINGLE LIMIT 1, 000,000
Ea accident)
X ANY AUTO ACPBAPD3078827683 06/01/ 2018 06/01/ 2019 BODILY INJURY( Per person) $

OWNED SCHEDULED
AUTOS ONLY AUTOS BODILY INJURY( Per accident) $

X HIRED X NON- OWNED PROPERTY DAMAGE
AUTOS ONLY AUTOS ONLY Per accident)
A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE 10,000,000
EXCESS LIAB CLAIMS- MADE FFX2026322-10 06/01/ 2018 06/01/ 2019 AGGREGATE 10,000,000 DED RETENTION$

C WORKERS COMPENSATION X
PER

AND EMPLOYERS' LIABILITY STATUTE
WC065257206 05/12/2018 05/12/2019 1, 000,000 ANY PROPRIETOR/ PARTNER/ EXECUTIVE —/ i E. L. EACH ACCIDENT OFFICER/ MEMBER EXCLUDED? N/ A
Mandatory in NH) E. L. DISEASE- EA EMPLOYEE $ 1' 000' 000 If yes, describe under 1, 000,000
DESCRIPTION OF OPERATIONS below E. L. DISEASE- POLICY LIMIT $ A Professional Error UVEDE104595117 06/01/ 2018 06/01/ 2019, Per Claim 1, 000,000 Omissions RETRO DATE- 1/ 1/ 1978 Aggregate 2,000,000
DESCRIPTION OF OPERATIONS/ LOCATIONS/ VEHICLES ( ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The City, its officers, elected and appointed officials, employees, and volunteers are to be covered as insureds with respect to liability arising out of work performed byor on behalf of the Consultant. General liabilty coverage cabe providd in the form of an endorsement to the Consultant s insurance, or as a separate owner's policy.

CERTIFICATE HOLDER CANCELLATION

SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE

THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS.

City of Redondo Beach
415 Diamond Street
Redondo Beach, CA 90277

The ACORD name and logo are registered marks of ACORD
POLICY NUMBER: ECP202630310 COMMERCIAL GENERAL LIABILITY Chambers Group, Inc.

THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.

ADDITIONAL INSURED -- OWNERS, LESSEES OR

CONTRACTORS ( FORM B)
This endorsement modifies insurance provided under the following:

COMMERCIAL GENERAL LIABILITY COVERAGE PART.

SCHEDULE
Name of Person or Organization:

City of Redondo Beach
415 Diamond Street
Redondo Beach, CA 90277
If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of" your work" for that insured by or for you.

Project Name:

Redondo Beach City CouncilJanuary 17, 2023

Redondo Beach City Council
January 17, 2023