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Table of Contents<br />
Introduction 1<br />
Markets Served 2<br />
Quality Control/Quality Assurance 4<br />
Ports, Harbors, <strong>and</strong> Marine Terminals 5<br />
Coastal, Environmental, <strong>and</strong> Water Resources 23<br />
Goods Movement <strong>and</strong> Transportation 31<br />
Urban Waterfronts <strong>and</strong> Marinas 37<br />
Energy 43<br />
Inspection <strong>and</strong> Rehabilitation 55
Introduction
<strong>Moffatt</strong> & <strong>Nichol</strong><br />
The John G. <strong>Moffatt</strong> <strong>and</strong> Frank E. <strong>Nichol</strong> Harbor<br />
<strong>and</strong> Coastal Engineering Award<br />
Vancouver<br />
Seattle<br />
Walnut Creek<br />
Oakl<strong>and</strong><br />
Long Beach<br />
San Diego<br />
Jack <strong>Nichol</strong> Award<br />
Vicksburg<br />
Houston<br />
Baton<br />
Rouge<br />
Panama<br />
Bogotá<br />
Rochester<br />
New York<br />
Baltimore<br />
Richmond<br />
Norfolk<br />
Raleigh<br />
Savannah<br />
Orl<strong>and</strong>o<br />
Tampa<br />
Introduction. <strong>Moffatt</strong> & <strong>Nichol</strong> is a leading U.S.-based global infrastructure<br />
advisor specializing in the planning <strong>and</strong> design of facilities that shape our rivers,<br />
harbors <strong>and</strong> coastlines <strong>and</strong> an innovator in the transportation complexities associated<br />
with the movement of freight.<br />
History. Founded in 1945 to provide design engineering services to the evolving<br />
global maritime infrastructure industry, <strong>Moffatt</strong> & <strong>Nichol</strong>’s practice has exp<strong>and</strong>ed<br />
to support the larger dem<strong>and</strong>s of the goods/freight movement industry.<br />
Headquartered in the United States <strong>and</strong> operating out of 26 offices throughout<br />
the Middle East, Europe, North America, Latin America, <strong>and</strong> the Pacific<br />
Rim, the firm provides clients worldwide with customized service <strong>and</strong> a level<br />
of excellence that have become the firm’s hallmark in several primary practice<br />
areas – ports <strong>and</strong> harbors; coastal, environmental <strong>and</strong> water resources; urban<br />
waterfronts <strong>and</strong> marinas; transportation, rail <strong>and</strong> goods movement; waterfront<br />
facilities’ inspection <strong>and</strong> rehabilitation; <strong>and</strong> energy.<br />
Awards. Recognition of <strong>Moffatt</strong> & <strong>Nichol</strong>’s consistent delivery of excellence is<br />
reflected in the more than 100 awards <strong>and</strong> commendations received from client<br />
agencies <strong>and</strong> industry peers. We are especially proud of the prestigious awards,<br />
The John G. <strong>Moffatt</strong> <strong>and</strong> Frank E. <strong>Nichol</strong> Harbor <strong>and</strong> Coastal Engineering<br />
Award named after the company founders, as well Jack <strong>Nichol</strong> Award, established<br />
by The Permanent International Association of Navigation Congresses’<br />
(PIANC) <strong>and</strong> named after Jack <strong>Nichol</strong>, the son of founding partner Frank E.<br />
<strong>Nichol</strong>.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> Office Locations Map<br />
Rio de Janeiro<br />
London<br />
Abu Dhabi<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> | 3780 Kilroy Airport Way, Suite 750 | Long Beach, CA 90806 | 562.590.6500 Date Established | 1945 Long Beach, CA<br />
Guam<br />
Honolulu<br />
With more than 500 professional <strong>and</strong> technical staff, <strong>Moffatt</strong> & <strong>Nichol</strong> offers clients a comprehensive project view,<br />
with core practices that reflect the unique interrelationship between place <strong>and</strong> project, providing breadth of vision from<br />
planning through design to project completion.<br />
1
Markets Served<br />
2<br />
Ports, Harbors, <strong>and</strong> Marine Terminals<br />
As one of the largest firms specializing in maritime planning <strong>and</strong> engineering<br />
in the world, <strong>Moffatt</strong> & <strong>Nichol</strong> has played a major role in the evolution of the<br />
modern port. The firm has an international reputation for providing innovative<br />
solutions to this unique industry—from the advent of containerization<br />
to today’s complex goods movement trends, liquid <strong>and</strong> dry bulk h<strong>and</strong>ling<br />
technologies, <strong>and</strong> environmental regulations. Through our integrated in-house<br />
capabilities, the firm’s expertise supports our clients’ project needs from conceptual<br />
analysis <strong>and</strong> feasibility study to planning, design, <strong>and</strong> construction.<br />
Coastal, Environmental, <strong>and</strong> Water Resources<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>’s reputation for excellence in coastal engineering was built on<br />
years of experience with challenging waterfront projects. Building on this experience,<br />
the firm today offers clients a professional <strong>and</strong> knowledgeable staff of<br />
engineers, planners <strong>and</strong> scientists who are experts at solving the complex issues<br />
that drive coastal, estuary <strong>and</strong> river habitats. One of the few engineering firms<br />
with specialized expertise in these environments, <strong>Moffatt</strong> & <strong>Nichol</strong> brings considerable<br />
experience in numerical modeling of physical processes that challenge<br />
projects in these settings. The firm offers clients access to the latest technologies<br />
<strong>and</strong> many of the industry’s leading practitioners, providing innovative solutions<br />
founded on decades of practical experience.<br />
Transportation, Rail, <strong>and</strong> Goods Movement<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>’s transportation practice integrates the firm’s environmental<br />
planning, civil <strong>and</strong> structural engineering expertise with a unique underst<strong>and</strong>ing<br />
of multi-modal <strong>and</strong> cargo <strong>and</strong> freight transportation systems. Offering a<br />
full range of engineering consulting services, <strong>Moffatt</strong> & <strong>Nichol</strong> provides planning,<br />
design <strong>and</strong> construction management for highways, bridges, rail <strong>and</strong> port<br />
related intermodal structures. Our technical skills are further enhanced by our<br />
Global Commercial Advisory Services.
Urban Waterfronts <strong>and</strong> Marinas<br />
Today’s waterfronts are catalysts of economic activity. <strong>Moffatt</strong> & <strong>Nichol</strong>’s<br />
waterfront <strong>and</strong> marina practice was established in the 1960s as recreational<br />
boating rose in popularity. Since then, the firm has continued to play a key role<br />
in the development of waterfronts worldwide. Our planning <strong>and</strong> design experience<br />
in the marine environment enables us to create sustainable infrastructure<br />
<strong>and</strong> innovative <strong>and</strong> award-winning solutions to the challenges involved in<br />
developing the world’s coastlines <strong>and</strong> waterways.<br />
Energy<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>, building on its varied expertise in waterfront-related planning<br />
<strong>and</strong> design, established a marine engineering group to address the specific<br />
offshore <strong>and</strong> near-shore marine terminal needs of the oil <strong>and</strong> gas industry. Today,<br />
that practice has spread globally <strong>and</strong> involves projects ranging from piers<br />
<strong>and</strong> wharves to deep foundations, offshore platforms, fixed <strong>and</strong> floating liquid<br />
bulk <strong>and</strong> LNG terminals, berths, pipeline trestles, <strong>and</strong> offshore mooring <strong>and</strong><br />
fendering systems.<br />
Our capabilities, which include a full suite of services from conceptual design<br />
to final design <strong>and</strong> construction support, along with our unmatched domestic<br />
<strong>and</strong> global experience, is trusted by clients worldwide. Our comprehensive<br />
marine engineering services include navigation studies, vessel maneuvering,<br />
regulatory compliance <strong>and</strong> permitting support, <strong>and</strong> coastal, civil, structural,<br />
mechanical <strong>and</strong> electrical engineering services. Our engineers use the latest,<br />
sophisticated modelling techniques <strong>and</strong> state-of-the-art software to analyze a<br />
wide range of marine structures. In addition, our simulation <strong>and</strong> risk analysis<br />
capabilities allow us to perform stochastic, time domain simulations of marine<br />
transportation <strong>and</strong> operations systems to evaluate all aspects of marine facilities.<br />
Waterfront Facilities’ Inspection & Rehabilitation<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>, internationally recognized experts in waterfront structural<br />
engineering <strong>and</strong> marine construction, provides clients with engineering services<br />
for existing marine structures, bridges <strong>and</strong> other engineered structures for port,<br />
military, <strong>and</strong> transportation clients. The firm offers clients service life/durability<br />
modeling capabilities to provide significant added value to projects including,<br />
quantification of remaining service life; optimization of preservation strategies<br />
to achieve specific service life goals; analyzing service life implications of construction<br />
variances; <strong>and</strong> estimation of service life for new structures. All services<br />
are conducted by registered engineers <strong>and</strong> engineer-divers who underst<strong>and</strong> the<br />
structural significance of observed conditions <strong>and</strong> compile reports from collected<br />
data, <strong>and</strong> provide effective engineered solutions for cost-conscious clients.<br />
3
4<br />
Quality Control/Quality Assurance Plans, Practices, <strong>and</strong> Techniques<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> is committed to the<br />
principles of Quality Control/Quality<br />
Assurance <strong>and</strong> Cost Control in our work<br />
product. Firmwide, we have established<br />
quality control guidelines which have<br />
been published in the firm’s Quality<br />
Manual.<br />
It is st<strong>and</strong>ard practice for each project<br />
manager to prepare a project-specific<br />
quality plan at the start of each job to<br />
ensure that the process will be tailored<br />
to the unique dem<strong>and</strong>s of each project.<br />
The Process<br />
A typical process flow plan is shown<br />
below. In our continuous effort to<br />
employ the principles of performing<br />
quality work in our overall management<br />
of the firm, we are actively engaged<br />
on a day-to-day basis in the following<br />
practices:<br />
• All structure works include<br />
preparation of independent<br />
calculations by personnel not<br />
involved with the design. All other<br />
projects require an independent<br />
check of calculations.<br />
• Recruitment <strong>and</strong> retention of highly<br />
qualified engineers <strong>and</strong> support<br />
personnel.<br />
• The use of specialized, highly<br />
qualified subconsultants, with whom<br />
we have a successful track record of<br />
teaming partnerships.<br />
• Project Principal h<strong>and</strong>s-on<br />
involvement in every project.<br />
• Project execution by experienced<br />
project manager.<br />
• Commitment of skilled<br />
management, technical <strong>and</strong> support<br />
personnel.<br />
• Independent review of project<br />
plans <strong>and</strong> work provided by senior<br />
engineering <strong>and</strong> construction<br />
personnel.<br />
Client Benefits<br />
Adhering to the firm’s established<br />
practices, we use a variety of project<br />
management <strong>and</strong> management<br />
information systems selected or<br />
adapted to the particular requirements<br />
of each individual project. Our inhouse<br />
computer assets, both hardware<br />
<strong>and</strong> software, enhance our ability to<br />
achieve quality products <strong>and</strong> effective<br />
management practices that offer tangible<br />
benefits to the client<br />
Those benefits include:<br />
• Maintenance of schedule<br />
• Maintenance of operations<br />
• Adherence to budget <strong>and</strong> containing<br />
costs<br />
• Constructability<br />
• Redesign<br />
• Safety issues <strong>and</strong> related costs.<br />
Digital Media <strong>and</strong> New Technologies<br />
With advent of new technologies <strong>and</strong><br />
shared Internet work space, <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> has established a project web site<br />
system to provide our project teams with<br />
access to real-time, living documents<br />
<strong>and</strong> drawings. The advantage to the<br />
client is our ability to share information<br />
(drawings, notes, calculations, <strong>and</strong><br />
e-mail) with our team organization as<br />
well as with the client. Project activities<br />
managed on the shared website allow for<br />
real-time communication <strong>and</strong> enhanced<br />
project underst<strong>and</strong>ing.
Ports, Harbors, <strong>and</strong> Marine Terminals
Middle East Trade Gateway Conceptual Plan<br />
Owner: Gulf Investment Corporation<br />
Location<br />
Bubiyan Isl<strong>and</strong>, Kuwait<br />
The Middle East Trade Gateway project sought to a new state-of-the-art trade distribution complex at Bubiyan Isl<strong>and</strong>.<br />
Unlike a conventional “hub” port, the facility functions as a gateway for imports <strong>and</strong> exports, to be delivered directly<br />
from the ship (without expensive transshipment) to their consignees by connecting rail <strong>and</strong> truck modes. With extensive<br />
built-in warehousing space provided, the new complex creates opportunities for on-site performance of value-added<br />
activities to import cargo before shipment to consignees.<br />
New Doha Port Master Plan<br />
Owner: Government of Qatar<br />
Location<br />
Doha, Qatar<br />
The New Doha Port Master Plan project was completed for a new commercial port in Doha, Qatar, scheduled for operation<br />
in 2010. <strong>Moffatt</strong> & <strong>Nichol</strong> provided port master planning consulting services with the design featuring a stateof-the-art<br />
container <strong>and</strong> general cargo h<strong>and</strong>ling facilities incorporating a separate basin dedicated to berthing visiting<br />
guest navies <strong>and</strong> the Qatari Coast Guard. <strong>Moffatt</strong> & <strong>Nichol</strong> <strong>and</strong> the Program Management firm worked directly with<br />
stakeholders <strong>and</strong> Qatari Ministries to define a set of key objectives <strong>and</strong> policies for the new port.<br />
5
Marine Facility Planning, Export Complex<br />
6<br />
Owner: Confidential<br />
Location<br />
Middle East<br />
This Marine Facility Planning project conducted for a confidential<br />
client in the Middle East is a new complex that will ship<br />
solids <strong>and</strong> drummed liquids in 20-foot-long <strong>and</strong> 40-foot-long<br />
ISO containers. During Phase 1, <strong>Moffatt</strong> & <strong>Nichol</strong> developed<br />
a concept to complete +40% opinions of probable construction<br />
costs <strong>and</strong> refined strategies <strong>and</strong> documents for the subsequent<br />
FEED effort <strong>and</strong> under Phase 2 identified a preferred marine<br />
facility arrangement from alternatives presented under Phase 1<br />
work.<br />
Jasper Ocean Terminal, Preliminary Business Case<br />
Owner: Jasper Ocean Terminal<br />
Location<br />
Jasper County, South Carolina<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided a preliminary business case on behalf of the Joint Project Office addressing the potential<br />
need for a new deep water port in Jasper County, South Carolina. The analysis estimated the projected dem<strong>and</strong> for the<br />
inl<strong>and</strong> region that the terminal would serve, as compared to the projected capacity available to serve the region from<br />
other port alternatives, including planned expansions at alternative facilities. This analysis estimated when unmet dem<strong>and</strong><br />
for the Jasper Ocean Terminal would materialize, its growth rate, <strong>and</strong> projected net earnings.
Container Terminal Master Plan<br />
Typical Cross-Section of Fully-Automated Operation - T<strong>and</strong>em<br />
Lift/Dual Trolley/Quay Cranes<br />
with Automated Shuttle Carriers<br />
Owner: Confidential<br />
Location<br />
Proposed Container<br />
Terminal, Middle East<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed a series of planning <strong>and</strong> engineering studies <strong>and</strong> completed an updated Master Plan <strong>and</strong><br />
Basis of Design for development of a new container terminal as part of the multi-phased development of a new port<br />
facility that includes both onshore <strong>and</strong> offshore facilities. This master plan project was completed to serve both the<br />
owner’s <strong>and</strong> the tenant’s objective for the terminal. Operating modes from the original master plan were revised to address<br />
the owner’s objective of developing a state-of-the-art container terminal, initially operating as a semi-automated<br />
terminal but designed for future operation as a fully-automated.<br />
New Coal Port<br />
Owner: Confidential<br />
The objective of this preliminary study was to identify a suitable port site on Colombia’s Caribbean coast for exporting<br />
coal from the Cerrejon Sur mine area <strong>and</strong> present a concept for the marine facilities <strong>and</strong> the primary elements of<br />
the l<strong>and</strong>side stockyards <strong>and</strong> facilities. The client’s objective is to have coal moving through the new terminal before the<br />
end of 2011, when the first three Power Plants will come on line. <strong>Moffatt</strong> & <strong>Nichol</strong> evaluated the environmental <strong>and</strong><br />
permitting impacts <strong>and</strong> requirements to provide a preliminary budget for the investment required.<br />
7
Barcelona Greenfield Mega-Terminal<br />
8<br />
Owner: Hutchison Port Holdings<br />
Location<br />
Barcelona, Spain<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed a market study for Hutchison Port Holdings as part of its bid process to assess the potentials<br />
<strong>and</strong> risks associated with exp<strong>and</strong>ing its shipping enterprise to develop a mega-terminal in the Port of Barcelona, a<br />
major European gateway port. The analysis identified historic, economic, physical, <strong>and</strong> political conditions <strong>and</strong> trends<br />
that affect expansion into the port, <strong>and</strong> provided market <strong>and</strong> cargo forecasts. The study further included a comprehensive<br />
competitive analysis of other facilities that serve the region.<br />
Port Feasibility Study<br />
Client: D<strong>and</strong>ong Port Group Co. Ltd.<br />
Location<br />
D<strong>and</strong>ong, China<br />
The Port of D<strong>and</strong>ong, which sits at the mouth of the Yalu River, currently serves as an important coal, ore, mineral,<br />
container <strong>and</strong> steel port <strong>and</strong> seeks to exp<strong>and</strong> operations to better integrate the economies of Northeast China. <strong>Moffatt</strong><br />
& <strong>Nichol</strong> was commissioned to conduct a feasibility study to serve as a due-diligence task to confirm <strong>and</strong>/or complement<br />
the port’s plans. The feasibility study included a conceptual vision, cargo projections, market assessment, proposed<br />
development plan, construction cost estimates, financial analyses, <strong>and</strong> implementation strategies for a number of different<br />
cargoes, primarily containers, breakbulk <strong>and</strong> bulk goods.
Aggregate Export Facilities Evaluation Program<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided the pre-front end engineering <strong>and</strong> design studies for this aggregate export facilities evaluation<br />
program to assess potential export facilities at multiple locations throughout the Bahamas, Gulf of Mexico <strong>and</strong><br />
Caribbean region. Working closely with the client, <strong>Moffatt</strong> & <strong>Nichol</strong> developed operational criteria for a typical dry<br />
bulk materials export facility based on the client’s operations st<strong>and</strong>ards worldwide <strong>and</strong> its economic models for import<br />
into the United States.<br />
Middle Harbor Container Terminal<br />
Client: Confidential<br />
Owner: Port of Long Beach<br />
Location<br />
Long Beach, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> is providing master planning for a 326-acre container terminal with t<strong>and</strong>em lift quay cranes, semi-automated<br />
container stacking systems, gates, buildings <strong>and</strong> railyard. The site consists of three post-panamax berths with a<br />
target capacity of over 3.0 million TEU’s annually. Our scope includes operational master planning for container terminal<br />
layout <strong>and</strong> equipment (working in concert with the proposed tenant), facilities planning including intermodal yard,<br />
building concepts, permitting assistance, phasing planning of l<strong>and</strong>fills <strong>and</strong> construction tenders, final design of l<strong>and</strong><br />
reclamation, wharf structures, automated stacking crane foundations <strong>and</strong> integration with terminal operating systems.<br />
9
Panama Pacific Coast Container Transshipment Port Study<br />
10<br />
Owner: Government of Panama <strong>and</strong> the<br />
Panama Canal Authority (ACP)<br />
Location<br />
Panama<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was selected by the Panama Canal Authority (ACP) to undertake a feasibility study for a major container<br />
port facility development close to the Pacific entrance of the Canal. <strong>Moffatt</strong> & <strong>Nichol</strong> assisted the Government<br />
of Panama with the selection process for build <strong>and</strong> operate requests, working directly with the office of the President.<br />
Services provided under this contract included refinement of the project concept <strong>and</strong> phasing, updated cost estimates<br />
for private sector <strong>and</strong> public investments, assessment of potential fee structures, preparation of Requests for Proposals,<br />
<strong>and</strong> assistance with the selection process.<br />
Study <strong>and</strong> Master Plan for New Container Terminal<br />
Owner: Ministry of Transport <strong>and</strong><br />
Communications of Peru<br />
Location<br />
Port of Callao, Peru<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was selected by the Ministry of Transport <strong>and</strong> Communications of Peru to prepare a feasibility study<br />
<strong>and</strong> master plan for the development of a new container terminal at the Port of Callao in Peru, under a grant from U.S.<br />
Trade <strong>and</strong> Development Agency. The study included a range of activities that included cargo forecasts through the year<br />
2020, an evaluation of the environmental aspects of the project, security conditions, <strong>and</strong> an economic <strong>and</strong> financial<br />
analysis of various development <strong>and</strong> operating scenarios <strong>and</strong> their effect on potential return on the investment over a<br />
30-year concession period.
Aguadulce Industrial Port Project<br />
Client: Sociedad Puerto Industrial<br />
Aguadulce S.A.<br />
Location<br />
Buenaventura, Colombia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was selected by Sociedad Puerto Industrial Aguadulce S.A. to prepare a technical <strong>and</strong> economic<br />
feasibility study <strong>and</strong> preliminary design for the construction of a multi-purpose port facility in the Buenaventura Bay<br />
of Colombia. The “Greenfield” project includes a bulk materials berth for the export of metallurgical grade coal <strong>and</strong> the<br />
import of fertilizers. The l<strong>and</strong>side will h<strong>and</strong>le the import of liquid bulk materials (petroleum products <strong>and</strong> chemicals),<br />
a multi-purpose berth to provide service to combination vessels for the import of break-bulk <strong>and</strong> containerized cargoes<br />
<strong>and</strong> a container berth equipped with gantry cranes to h<strong>and</strong>le containerized cargo.<br />
Terminal Feasibility Study<br />
Client: Maersk SA Ltd<br />
Location<br />
Santos, Brazil<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> evaluated the terminal facilities at the Saboo Container Terminal in the Port of Santos, Brazil to provide<br />
a preliminary report on the feasibility of conducting container terminal operations at the site. The feasibility study<br />
included a review of available data <strong>and</strong> a site visit to obtain an idea of development opportunities. Preliminary terminal<br />
layouts <strong>and</strong> cross sections were also assessed for the optimum deployment of RTG cranes as well as locating <strong>and</strong> sizing<br />
gate facilities to accommodate projected throughput.<br />
11
Container Terminal Feasibility Study<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was commissioned by Hanjin Shipping to assist in the preparation of an operational feasibility study<br />
for the development of a 221-acre container terminal in Jacksonville, Florida. The study included a review of available<br />
data <strong>and</strong> determined operational feasibility based on operational parameters provided by Hanjin Shipping <strong>and</strong>/or<br />
acceptable industry st<strong>and</strong>ards for the region. <strong>Moffatt</strong> & <strong>Nichol</strong> provided a site analysis that incorporated opportunities<br />
<strong>and</strong> constraints as well as terminal layout options with capacity analysis. Several operational layout alternatives were<br />
developed for preliminary consideration <strong>and</strong> included st<strong>and</strong>ard container terminal operations as well as layouts that<br />
incorporated state-of-the-art automation strategies.<br />
Neptune Terminals Potash Expansion Study<br />
Owner: Hanjin<br />
Location<br />
Jacksonville, Florida<br />
Owner: Vancouver Fraser Port<br />
Authority (VFPA)<br />
Location<br />
North Vancouver, British<br />
Columbia<br />
Neptune Bulk Terminals Ltd. in North Vancouver, British Columbia, is an existing 30 ha dry bulk export terminal that<br />
currently h<strong>and</strong>les potash, coal, <strong>and</strong> canola oil. The facility is currently capable of h<strong>and</strong>ling up to 8 mtpy of potash. <strong>Moffatt</strong><br />
& <strong>Nichol</strong> was retained by the VFPA to complete a major potash expansion feasibility study <strong>and</strong> develop a detailed<br />
potash expansion plan with capital cost estimates. The final Neptune Potash Expansion Plan developed by <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> would, at full build-out, increase the terminal throughput capacity by up to 10 mtpy, for a total throughput<br />
capacity of 18 mtpy.<br />
12
Port Facilities Expansion Study<br />
Rosarito LNG Marine Terminal<br />
Owner: Manta Port Authority<br />
Location<br />
Manta, Ecuador<br />
Under contract with the Manta Port Authority, <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> prepared a technical <strong>and</strong> economic feasibility study for<br />
the expansion of the port of facilities at Manta, a deep water<br />
port located on the Pacific Coast of Northern Ecuador. Several<br />
expansion concepts were analyzed <strong>and</strong> cargo projections <strong>and</strong><br />
traffic forecasts were prepared to the year 2020. Based on the<br />
range of cargo projections made, a phased development plan<br />
was recommended for upgrading <strong>and</strong> exp<strong>and</strong>ing the existing facilities<br />
to provide an installed capacity for 50,000, 100,000, <strong>and</strong><br />
200,000 TEUs per year. An environmental impact assessment<br />
of the project was made, taking into consideration compliance<br />
with requirements established by Ecuadorian regulatory agencies<br />
<strong>and</strong> international st<strong>and</strong>ards.<br />
Owner: El Paso Energy/Phillips<br />
Location<br />
Baja, Mexico<br />
Desiring to exp<strong>and</strong> its operations into Baja California, El Paso Energy/Phillips contracted with <strong>Moffatt</strong> & <strong>Nichol</strong> to<br />
conduct a comprehensive evaluation of several potential sites for the construction of an LNG terminal. Subsequently,<br />
the firm prepared a Front End Engineering <strong>and</strong> Design (FEED) that included a comprehensive Design Basis, <strong>and</strong> arrangements<br />
<strong>and</strong> structural designs for an 800-meter-long breakwater, a vessel berth, <strong>and</strong> a 2-kilometer trestle to shore.<br />
The firm also provided vessel maneuvering simulations, berthing analyses, construction assessment, opinions of probable<br />
costs, <strong>and</strong> scheduling.<br />
13
Coal Import Feasibility Study<br />
Terminal Planning <strong>and</strong> Engineering<br />
14<br />
Client: ESB International, Dublin, Irel<strong>and</strong><br />
Owner: West Indies Alumina Company<br />
(WINDALCO) Ltd.<br />
Location<br />
Jamaica, West Indies<br />
The West Indies Alumina Company operates two bauxite mines <strong>and</strong> two alumina refineries in Jamaica. Rising fuel costs<br />
prompted the company to consider converting their existing power plants to coal-fired operations. <strong>Moffatt</strong> & <strong>Nichol</strong><br />
was tasked with evaluating the feasibility of importing coal by ship to Port Esquivel, developing concepts for a new import<br />
pier, <strong>and</strong> designing modifications to the existing pier to accommodate the coal vessels. Working with partner firm<br />
CWA, coal h<strong>and</strong>ling concepts were also developed, along with capital <strong>and</strong> operating cost estimates for each alternative.<br />
Client: Port of Tacoma<br />
Location<br />
Tacoma, Washington<br />
The Port of Tacoma has commenced design of a new semi-automated, 168-acre terminal along the East Blair waterway<br />
for NYK Line. The terminal features a new 2,400-foot berth to accommodate 12,000 TEU vessels <strong>and</strong> a 24-acre<br />
on-dock intermodal yard. <strong>Moffatt</strong> & <strong>Nichol</strong> is providing planning <strong>and</strong> engineering services for every aspect of terminal<br />
development, as well as expertise in developing air emission mitigation strategies. The terminal is scheduled to open in<br />
2012.
Capital Improvement Program<br />
Engineering <strong>and</strong> Channel Study<br />
Client: Alabama State Port Authority<br />
Location<br />
Mobile, Alabama<br />
For the Alabama State Port Authority’s first in a series of five-year Capital Improvement Programs to increase capacity at<br />
the Port of Mobile, <strong>Moffatt</strong> & <strong>Nichol</strong> is providing Program Management services for coordination, investment programming,<br />
<strong>and</strong> implementation of a number of projects as part of the Port’s multi-year Strategic Development Plan.<br />
Owner: Sociedad Portuaria Regional<br />
de Cartagena<br />
Location<br />
Cartagena, Colombia<br />
The Sociedad Portuaria de Cartagena sought to develop a Master Plan to guide future development at its Manga<br />
Terminal on the Cartagena Bay. <strong>Moffatt</strong> & <strong>Nichol</strong> is serving in a project management capacity responsible for detailed<br />
planning, preliminary engineering, technical oversight of detailed design, <strong>and</strong> construction consultation. Project implementation<br />
is currently underway.<br />
15
Craney Isl<strong>and</strong> Marine Terminal Design<br />
The U.S. Army Corps of <strong>Engineers</strong> <strong>and</strong> the Virginia Port Authority are joint partners for a project to exp<strong>and</strong> the Craney<br />
Isl<strong>and</strong> Dredged Material Management Area by creating a new 580-acre cell on the east side of the existing facility. The<br />
new cell will increase the facility’s dredged material placement capacity, while also creating l<strong>and</strong> for a new marine terminal<br />
in Hampton Roads.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>, lead member of Craney Isl<strong>and</strong> Design Partners, LLC, is responsible for all facets of the planning,<br />
permitting, engineering <strong>and</strong> construction of the proposed marine terminal facility.<br />
Fairview Container Terminal Conversion<br />
16<br />
Owner: Virginia Port Authority<br />
Location<br />
Portsmouth, Virginia<br />
Owner: Prince Rupert Port Authority<br />
Location<br />
Prince Rupert, British Columbia<br />
The Fairview Container Terminal serves as an express trade corridor between Asia <strong>and</strong> North America, <strong>and</strong> is North<br />
America’s first all-intermodal deep sea container terminal. <strong>Moffatt</strong> & <strong>Nichol</strong> completed Master Plan development in<br />
2005 <strong>and</strong> was subsequently selected to provide project management for Phase 1 tendering <strong>and</strong> construction services,<br />
which opened on schedule in 2007.
Port Expansion<br />
Client: Associated British Ports (ABP)<br />
Location<br />
Southampton, UK<br />
Associated British Ports desired a full strategic review of a large-scale container terminal expansion program in Southampton,<br />
UK, with a view toward doubling the existing container capacity of the facility. <strong>Moffatt</strong> & <strong>Nichol</strong> has been<br />
tasked with overseeing <strong>and</strong> implementing the strategic review, as well as providing future planning for the terminal.<br />
Mega-Container Terminal Development Program<br />
Owner: Port of Long Beach<br />
Location<br />
Long Beach, California<br />
The Port of Long Beach’s decade-long, US$1.9-billion Mega-Terminal Development Program calls for the construction<br />
of new container terminals <strong>and</strong> the consolidation of existing facilities to give the port at least five 300-plus-acre container<br />
terminal facilities.<br />
For this ambitious program, <strong>Moffatt</strong> & <strong>Nichol</strong> has developed a comprehensive Program Management Plan <strong>and</strong> created<br />
a Mega-Terminal Program Office to optimize the port’s staff <strong>and</strong> resources to facilitate funding, budgeting, cost controls,<br />
scheduling, tenant coordination, <strong>and</strong> reporting.<br />
17
Charleston Naval Base Container Terminal Design<br />
In order to increase cargo capacity at the Port of Charleston, the South Carolina State Ports Authority embarked on<br />
converting the former Charleston Naval Base into a state-of-the-art container terminal. At full build-out, the terminal<br />
will occupy 286 acres <strong>and</strong> consist of three berths. In addition to providing site preparation <strong>and</strong> design services, <strong>Moffatt</strong><br />
& <strong>Nichol</strong> managed the development of construction documents <strong>and</strong> contracts to stabilize <strong>and</strong> fill the site. The entire<br />
$600-million project was completed on a fast-track delivery schedule to meet the port’s development schedule <strong>and</strong><br />
desired Phase 1 opening date.<br />
New Container <strong>and</strong> Ethanol Facility<br />
18<br />
Owner: South Carolina State Ports<br />
Authority<br />
Location<br />
Charleston, South Carolina<br />
Client: Inter-American Development Bank<br />
Location<br />
Santos, Brazil<br />
The goal of the Embraport project is to develop a multi-use port terminal which will exp<strong>and</strong> the capacity of the Port<br />
of Santos in Brazil. When fully developed, Embraport will feature a 1,100-meter container quay, a 250-meter mooring<br />
pier for liquid bulk cargo. <strong>Moffatt</strong> & <strong>Nichol</strong> was engaged by the Inter-American Development Bank—the lead financer<br />
for the project—to act as Integrated Engineering <strong>and</strong> Market Consultant for the project to guide both the technical <strong>and</strong><br />
commercial aspects of the project.
Dry Bulk Materials Export Planning Study<br />
Owner: Confidential<br />
Location<br />
Gulf of Mexico <strong>and</strong> Caribbean<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> completed a planning study to identify potential sources of dry bulk materials within the Gulf of<br />
Mexico <strong>and</strong> Caribbean regions for import into the U.S. The firm analyzed shipping routes, developed operational criteria,<br />
examined layout <strong>and</strong> equipment alternatives, <strong>and</strong> gathered environmental data. The client then narrowed the field<br />
to six potential sites. For these sites, <strong>Moffatt</strong> & <strong>Nichol</strong> provided FEED-level design studies <strong>and</strong> opinions of probable<br />
cost. The client factored the cost data into a broader assessment of each site to determine preferred sites for additional<br />
study. <strong>Moffatt</strong> & <strong>Nichol</strong> is currently completing these more detailed site studies.<br />
Bulk Materials Terminal Strategic Analysis <strong>and</strong> Functional<br />
Assessment<br />
Owner: Confidential<br />
Location<br />
Eastern United States of<br />
America<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided a strategic analysis addressing growth potential for the import/export of additional bulk<br />
materials at an export terminal. The analysis evaluated potential throughput increase using the existing infrastructure<br />
<strong>and</strong> identified infrastructure improvements required for expansion. <strong>Moffatt</strong> & <strong>Nichol</strong> also completed a functional assessment<br />
examining the engineering <strong>and</strong> operational requirements for introducing coal import, limestone import, <strong>and</strong><br />
domestic limestone transfer at the site. Conceptual operation for the entire facility was proposed for each alternative.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> prepared a report summarizing the study <strong>and</strong> provided opinions of probable costs <strong>and</strong> construction<br />
time frames for all improvements.<br />
19
Aggregate Import Site Study<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> conducted an investigation of available sites for an aggregate import terminal in Southern California.<br />
The terminal required capacity to h<strong>and</strong>le 2 million tons of aggregate per year delivered in self-unloading Panamax-size<br />
vessels. In addition to sites where such a vessel could berth <strong>and</strong> unload, <strong>Moffatt</strong> & <strong>Nichol</strong> also prepared a conceptual<br />
study of using lighters to offload <strong>and</strong> transport aggregate from Panamax-size vessels anchored in the outer harbor to an<br />
on-shore terminal. As part of a separate assignment, <strong>Moffatt</strong> & <strong>Nichol</strong> developed preliminary layouts for the upl<strong>and</strong>s<br />
stockpiling, h<strong>and</strong>ling <strong>and</strong> processing areas. This included a three-phase development for marine import of s<strong>and</strong> <strong>and</strong> aggregate,<br />
truck loading, <strong>and</strong> a new ready-mix plant.<br />
Vancouver Wharves Pre-Purchase Due Diligence<br />
20<br />
Owner: Confidential<br />
Location<br />
Southern California, United<br />
States of America<br />
Owner: CN Rail<br />
Location<br />
North Vancouver, British Columbia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> assisted CN Rail with a pre-purchase facility due diligence asset assessment for the Vancouver<br />
Wharves bulk materials terminal. The work featured a condition assessment <strong>and</strong> functional performance evaluation of<br />
the five berth areas, which h<strong>and</strong>le a wide range of bulk products. The work also incorporated an assessment of throughput<br />
h<strong>and</strong>ling capacities, identification of bottlenecks, a review of maintenance st<strong>and</strong>ards <strong>and</strong> workforce levels, <strong>and</strong> an<br />
estimation of capital costs to perform upgrades <strong>and</strong> maintenance. In addition, the facility was evaluated for potential to<br />
add a number of different products, including potash, steel, caustic soda, condensate, refined petroleum products, <strong>and</strong><br />
crude oil.
Securitisation of Associated British Ports<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was appointed technical advisor on the securitisation of Associated British Port Holdings (ABP),<br />
one of the UK’s largest <strong>and</strong> leading port groups. The group operates 21 ports <strong>and</strong> dock complexes around the coast of<br />
the UK. ABP’s ports encompass a range of terminal <strong>and</strong> commodity types including containers, liquid <strong>and</strong> dry bulk,<br />
general cargo, <strong>and</strong> ro-ro facilities. The technical review involved an assessment of facilities <strong>and</strong> infrastructure, capital<br />
maintenance programs, terminal operations, cargo h<strong>and</strong>ling, ship’s agency, dredging, <strong>and</strong> warehouse <strong>and</strong> transportation<br />
logistics. In addition, <strong>Moffatt</strong> & <strong>Nichol</strong> provided a review of statutory requirements affecting port operations.<br />
Bulk Terminal Upgrade/Expansion Study<br />
Owner: Associated British Port Holdings/Deutsche<br />
Bank<br />
Location<br />
United Kingdom<br />
Owner: Confidential<br />
Location<br />
West Coast, North America<br />
To meet rising dem<strong>and</strong>, the world’s largest potash exporter sought to<br />
increase exports by more than 10 million tonnes from a new or exp<strong>and</strong>ed<br />
terminal on the Canadian or U.S. West coast. <strong>Moffatt</strong> & <strong>Nichol</strong> completed<br />
a feasibility study to exp<strong>and</strong> the facilities at one such site. Several alternatives<br />
were examined to increase terminal throughput using a combination<br />
of increased storage shed capacity, high-capacity rail dumper unloading, <strong>and</strong><br />
shiploading through a new deep water berth. The preferred alternative was<br />
developed, along with several flexible expansion options that will allow the<br />
terminal to retain the increased throughput capacity as logistics change.<br />
21
Shiplift <strong>and</strong> L<strong>and</strong> Level Transfer Facility<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided civil, structural, electrical, <strong>and</strong> mechanical engineering design <strong>and</strong> construction support<br />
services for this award-winning facility. It is the largest in the world <strong>and</strong> provides 22,200 tons of lifting capacity. In<br />
operation, the shiplift is lowered beneath the water <strong>and</strong> the ship is positioned on the lift. The ship is raised to l<strong>and</strong> level<br />
<strong>and</strong> towed off the shiplift onto a transfer carriage. The carriage moves into alignment with the designated work bay, <strong>and</strong><br />
the ship is transferred into it. There are five separate work bays available, <strong>and</strong> they are the only ones in the world certified<br />
for use by U.S. Navy combatant ships.<br />
P-516, Ship Repair Pier 5 Replacement, Norfolk Naval Shipyard<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was responsible for delivering the final design for this critical Navy project, which the firm accomplished<br />
ahead of schedule <strong>and</strong> under budget. The design involved the demolition of two piers <strong>and</strong> five buildings to<br />
accommodate a new longer pier, a reconstructed marginal wharf, new crane <strong>and</strong> railroad tracks, <strong>and</strong> new mechanical<br />
<strong>and</strong> civil systems. In addition to the design, <strong>Moffatt</strong> & <strong>Nichol</strong> provided planning, analysis, rendering, design-bid-build<br />
contract documents, project management, <strong>and</strong> post-construction-award services. <strong>Moffatt</strong> & <strong>Nichol</strong> also created a stateof-the-art<br />
3 D model of the pier <strong>and</strong> wharf, a first for a Navy waterfront project.<br />
22<br />
Owner: Todd Pacific Shipyards<br />
Location<br />
San Pedro, California<br />
Owner: U.S. Navy, NAVFAC Mid-Atlantic<br />
Location<br />
Portsmouth, Virginia
Coastal, Environmental, <strong>and</strong> Water Resources
Punta C<strong>and</strong>elero Shoreline Stabilization<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided a coastal engineering assessment of Punta C<strong>and</strong>elero, which had been affected by periods<br />
of severe erosion, resulting in shoreline retreat <strong>and</strong> threatening development of the site. The assessment was designed to<br />
evaluate the effectiveness of shore protection structures Based on the outcome of the physical model study, the preferred<br />
alternative was a combination of a three-groin configuration at the central section of the Point, including beach fill, <strong>and</strong><br />
construction of a buried revetment to protect upl<strong>and</strong> infrastructure during severe events.<br />
Ship Maneuverability Study<br />
Owner: Palmas Del Mar Properties, Inc.<br />
Location<br />
Humacao, Puerto Rico<br />
Owner: Port of Port Lavaca / Point Comfort<br />
Location<br />
Port Lavaca / Point Comfort, Texas<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was contracted by a confidential client to perform an analysis of an existing channel <strong>and</strong> turning<br />
basin area at Port of Port Lavaca, Point Comfort in the Matagorda Bay, about 120 miles west of Houston, Texas.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> utilized the fast-time, autopilot simulation software SHIPMA developed by MARIN (Maritime Research<br />
Institute Netherl<strong>and</strong>s) to perform a detailed computer-based simulation of the approach maneuvers. The model<br />
accounts for shallow water effects <strong>and</strong> forces due to winds, currents, <strong>and</strong> waves, <strong>and</strong> can result in significant cost savings<br />
over real-time simulations.<br />
23
FEMA Stormwater Hazard Mitigation Plan<br />
- Coast Guard Road Area<br />
The FEMA Stormwater Hazard Mitigation Plan project sought to mitigate flooding occurring on the isl<strong>and</strong>’s western<br />
end. <strong>Moffatt</strong> & <strong>Nichol</strong> completed a stormwater management plan for this project <strong>and</strong> evaluated alternatives that<br />
included pump stations to direct stormwater run-off to treatment wetl<strong>and</strong>s, raising existing roads with the addition of<br />
culverts, <strong>and</strong> nonstructural alternatives such as reintroduction of native vegetation.<br />
Numerical Model for NY/NJ Harbor Deepening Study<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>, in a joint venture, completed a 3-year planning <strong>and</strong> environmental study to determine the most<br />
cost-effective, environmentally-sound, <strong>and</strong> feasible port/channels development plan for New York New Jersey Harbor.<br />
Study goals included formulation of the optimal harbor deepening <strong>and</strong> channel configurations <strong>and</strong> the preparation of<br />
the appropriate USACE/NEPA documentation necessary for the deepening project. Assessments of the effects of various<br />
deepening alternatives under extreme conditions were also performed.<br />
24<br />
Owner: The Town of Emerald Isle<br />
Location<br />
Emerald Isle, North Carolina<br />
Owner: USACE, New York District<br />
Location<br />
New York Harbor, New York
Panama Canal Widening & Deepening Studies<br />
Owner: Panama Canal Authority<br />
Location<br />
Panama<br />
The Panama Canal Authority conducted canal widening <strong>and</strong> deepening studies since 1999, with the goal of doubling<br />
the canal’s throughput capacity <strong>and</strong> allowing the passage of very large container <strong>and</strong> bulk carrier vessels. <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> has undertaken a number of studies related to the overall canal expansion program, including assessment of<br />
water savings alternatives to support the new locks, preparation of terms of reference for specialized consulting assignments,<br />
commercial evaluations of maritime trade opportunities, <strong>and</strong> the identification <strong>and</strong> evaluation of disposal sites.<br />
Deepening Works of the Access Channel to Port of Barranquilla<br />
Owner: Instituto Nacional de Vias<br />
(INVIAS), Colombia<br />
Location<br />
Colombia<br />
The Deepening Works for the Access Channel Project at the Port of Barranquilla, Columbia sought to create a 40-feetdeep<br />
channel allowing H<strong>and</strong>ymax Vessels access to the Port of Barranquilla. <strong>Moffatt</strong> & <strong>Nichol</strong> developed a hydrodynamic,<br />
sediment transport <strong>and</strong> morphological model of the area using the Delft3D system <strong>and</strong> performed navigation<br />
simulations of vessel traffic to <strong>and</strong> from the port, to assure safe navigation under new conditions.<br />
25
Baltimore Harbor Dredged Material Containment Sites<br />
Reconnaissance <strong>and</strong> Feasibility Studies<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>’s coastal engineering reconnaissance <strong>and</strong> feasibility studies for Baltimore Harbor dredged material<br />
containment facilities included the evaluation of several sites as potential containment facilities for Baltimore Harbor<br />
dredged material. The final hydrodynamics <strong>and</strong> sedimentation modeling study used <strong>Moffatt</strong> & <strong>Nichol</strong>’s two-dimensional<br />
Upper Chesapeake Bay–Finite Element Model to predict existing conditions <strong>and</strong> with-project hydrodynamics <strong>and</strong><br />
sedimentation.<br />
Subaqueous Dredged Material Site 104 Numerical Modeling &<br />
EIS/Feasibility Study Support<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided numerical modeling services as part of an EIS/Feasibility Study for the renewed usage of<br />
the Site 104 Subaqueous Dredged Material Placement Site in the Chesapeake Bay by the USACE, Baltimore District.<br />
The project included the development of a calibrated 2-D, finite-element numerical model of Upper Chesapeake Bay<br />
hydrodynamics.<br />
26<br />
Owner: Maryl<strong>and</strong> Port Administration<br />
Location<br />
Anne Arundel County, Maryl<strong>and</strong><br />
Owner: Maryl<strong>and</strong> Environmental Service<br />
Location<br />
Chesapeake Bay, Maryl<strong>and</strong>
Pier 400 Dredging & L<strong>and</strong>fill Design<br />
Owner: Port of Los Angeles<br />
Location<br />
Los Angeles, California<br />
The ultimate construction of Pier 400 in Long Beach, California included seven miles of new navigation channels, ranging<br />
between 45 <strong>and</strong> 81 feet below low water, with two turning basins. <strong>Moffatt</strong> & <strong>Nichol</strong> prepared construction documents<br />
for the channel deepening <strong>and</strong> the creation of approximately 175 acres of l<strong>and</strong>fill. For Stage 2 construction, the<br />
company assisted the U.S. Army Corps of <strong>Engineers</strong> in the preparation of construction documents.<br />
Cost Analysis of Dredged Material Placement Alternatives,<br />
Gulf Coast Intracoastal Waterway (GIWW)<br />
Owner: USACE, Galveston District<br />
This Cost Analysis project was completed as input to a new long-term dredged material management plan (DMMP)<br />
<strong>and</strong> Supplemental EIS for the GIWW in the Laguna Madre. As a subconsultant, <strong>Moffatt</strong> & <strong>Nichol</strong> provided a cost<br />
analysis of different placement alternatives for the purpose of determining a least environmentally damaging alternative.<br />
The project also required detailed analysis of project dem<strong>and</strong>s on available dredging plants throughout the U.S.<br />
27
Delaware River Main Channel Deepening<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was commissioned by the United States Army Corps of <strong>Engineers</strong> (USACE) Philadelphia District<br />
to perform an independent technical review of dredging <strong>and</strong> associated port infrastructure costs for this project. The<br />
Delaware River Main Channel Deepening project sought to deepen the existing main shipping channel from 40 feet to<br />
45 feet. <strong>Moffatt</strong> & <strong>Nichol</strong>’s, working with the USACE, developed a new dredging plan that resulted in cost savings of<br />
more than $40 million.<br />
Lake Maracaibo Basin Remediation Study<br />
28<br />
Owner: Army Corps of <strong>Engineers</strong>, Delaware<br />
District<br />
Location<br />
Delaware, New Jersey & Pennsylvania<br />
Owner: Petroleos de Venezuela, SA<br />
Location<br />
Lake Maracaibo, Venezuela<br />
The Lake Maracaibo basin Remediation Study project was initiated to provide a comprehensive environmental study<br />
<strong>and</strong> to identify possible alternative solutions for Lake Maracaibo Basin remediation. The comprehensive study was<br />
aimed at identifying alternative solutions for limiting salt water intrusion through the manmade channel that connects<br />
the navigable lake to the Gulf of Venezuela. <strong>Moffatt</strong> & <strong>Nichol</strong> led the tasks related to numerical modeling of remediation<br />
options, engineering of hydraulic works, <strong>and</strong> assessment of marine terminal alternatives.
Navigation Channel Design & Environmental Impact Assessment<br />
Owner: Corpes de Occidente/Ministry<br />
of Transport Bogota, Colombia<br />
Location<br />
Buenaventura, Colombia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided a feasibility study for the deepening of an 18-mile-long navigation channel providing access<br />
to the Port of Ventura, located on Columbia’s Pacific coast. The navigation channel design <strong>and</strong> environmental impact<br />
assessment study analyzed technical, environmental, <strong>and</strong> economic considerations of alternatives for channel deepening<br />
to 50 feet, dredge material disposal areas, <strong>and</strong> utilization of numerical models for sediment transport/deposition, as well<br />
as for ship maneuvering. The firm also developed an Environment Impact Study for the channel development.<br />
Analysis of Proposed Harbor Improvements for Maalaea Harbor<br />
Owner: U.S. Army Corps of <strong>Engineers</strong>,<br />
Honolulu District<br />
Location<br />
Maui, Hawaii<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> has performed various studies of wave propagation <strong>and</strong> navigation characteristics associated with<br />
proposed improvements to Maalaea, Harbor. In the most recent study was to investigate the influence of a range of<br />
improvements in the interior of the harbor to achieve the desired goals of navigation improvement <strong>and</strong> increased slip<br />
capacity. The scope of services included site observations, interviews with harbor users, numerical modeling (HARBD)<br />
of existing conditions, <strong>and</strong> numerical modeling with various proposed improvements.<br />
29
Bolsa Chica Wetl<strong>and</strong>s Restoration<br />
At the end of the 19th century, the Bolsa Chica wetl<strong>and</strong>s near Huntington Beach, California was a thriving estuarine<br />
habitat, under full tidal influence from the Pacific Ocean. But in the 1890s, the l<strong>and</strong> was purchased by the Bolsa Chica<br />
Gun Club, whose members—in the first of many such projects to come—installed tidal gates, restricting the daily ebb<br />
<strong>and</strong> flow of seawater to improve duck hunting. Later, oil exploration <strong>and</strong> development in the 1940s further degraded<br />
the fragile 2,300-acre ecosystem.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong>’s initial involvement with the project began as a member of the team that established a l<strong>and</strong> use plan<br />
for the site. An initial 300 acres was acquired by the Sate of California in 1973 to be restored as an ecological reserve<br />
<strong>and</strong> the restoration efforts began. With state acquisition of an additional 880 acres, federal <strong>and</strong> state agencies entered<br />
into a memor<strong>and</strong>um of agreement with the Port of Los Angeles <strong>and</strong> Port of Long Beach to move forward with restoration<br />
of 600 acres as a mitigation project. The planning phase for what would be a $147 million project was complete in<br />
2001, <strong>and</strong>, when construction began in 2004, <strong>Moffatt</strong> & <strong>Nichol</strong> provided final engineering <strong>and</strong> program management<br />
services for the project. Technical services included conceptual design, hydraulic modeling, <strong>and</strong> dredge <strong>and</strong> excavation<br />
plans for 2.7 million cubic yards of surplus earth material. A jettied ocean inlet reconnected the ocean <strong>and</strong> wetl<strong>and</strong>, <strong>and</strong><br />
tidal wetl<strong>and</strong>s were created through the use of water control structures, dredging, <strong>and</strong> levees. Permitting <strong>and</strong> project<br />
development required extensive coordination with the USACE, client USFWS, <strong>and</strong> NOAA.<br />
30<br />
Owner: U.S. Fish & Wildlife Service<br />
(USFWS)<br />
Location<br />
Huntington Beach, California
Goods Movement <strong>and</strong> Transportation
Alameda Transportation Corridor<br />
Reno ReTRAC Project<br />
Owner: Alameda Corridor Transportation<br />
Agency<br />
Location<br />
Los Angeles County, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided professional services for the planning <strong>and</strong> program management of the Alameda Corridor<br />
Program under the direction of the Alameda Corridor Transportation Authority (ACTA), in a joint venture. The<br />
$2.4-billion project consolidated 90 miles of freight train tracks into one 22-mile, high capacity rail corridor running<br />
between the Los Angeles <strong>and</strong> Long Beach Port complex <strong>and</strong> downtown Los Angeles. The project required detailed coordination<br />
with ACTA, the Port of Los Angeles, the Port of Long Beach, as well as municipal, county <strong>and</strong> state agencies<br />
<strong>and</strong> the operating railroads, Union Pacific <strong>and</strong> Burlington Northern Santa Fe.<br />
Owner: City of Reno<br />
Location<br />
City of Reno, Nevada<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided comprehensive program management <strong>and</strong> preliminary engineering services, prepared<br />
design-build procurement documents, <strong>and</strong> assisted the City of Reno with the design-build procurement process for the<br />
Reno ReTRAC project, in a joint venture. The project involved lowering approximately 2.5 miles of existing Union<br />
Pacific Railroad (UPRR) mainline rail tracks into a trench approximately 30 feet deep by 54 feet wide. The project<br />
included nine new street crossings, an Amtrak passenger terminal, temporary track relocation <strong>and</strong> numerous utility relocations.<br />
31
Heartl<strong>and</strong> Corridor Preliminary Planning<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> has been involved with providing planning services for the Heartl<strong>and</strong> Corridor since its inception.<br />
The project will improve intermodal service from the Port of Virginia to Midwest markets. When complete, the<br />
Heartl<strong>and</strong> Corridor will reduce highway congestion, improve highway safety, provide shippers with cost-effective freight<br />
movement options, <strong>and</strong> strengthen the economic vitality of the Mid-Atlantic region by creating the transportation<br />
infrastructure necessary to capture increased rail traffic resulting from cargo growth at The Port of Virginia. <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> played a critical role in garnering support for the project by promoting it to various local <strong>and</strong> state agencies, as<br />
well as working with members of Congress <strong>and</strong> other federal groups to obtain $140 million in federal funding for the<br />
project.<br />
HHCT Conceptual Intermodal Facility Study<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was commissioned by Howl<strong>and</strong> Hook Container Terminal, Inc. to investigate the feasibility of constructing<br />
<strong>and</strong> operating an intermodal rail yard to serve double-stack container trains adjacent to the Howl<strong>and</strong> Hook<br />
Marine Terminal in Staten Isl<strong>and</strong>, New York. Alternative facility layouts were prepared An analysis of the rail operating<br />
requirements, inherent site issues, <strong>and</strong> as an alternative railcar loading equipment analysis were included.<br />
32<br />
Client: The Virginia Port Authority<br />
Location<br />
Port of Virginia to Chicago<br />
Owner: Howl<strong>and</strong> Hook Container<br />
Terminal, Inc.<br />
Location<br />
Staten Isl<strong>and</strong>, New York
Hawaii Superferry<br />
Owner: Hawaii Dept. of Transportation,<br />
Harbors Division<br />
Location<br />
Oahu, Kauai, Maui <strong>and</strong> the Big<br />
Isl<strong>and</strong> of Hawaii<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> developed the concept plans for four interisl<strong>and</strong> ferry terminals to service state-owned harbor facilities<br />
on the isl<strong>and</strong>s of Oahu, Kauai, Maui <strong>and</strong> the Big Isl<strong>and</strong> of Hawai’i. <strong>Moffatt</strong> & <strong>Nichol</strong> provided developed concept plans<br />
for the terminals, which will be used by private ferry operator, Hawai’i Superferry. <strong>Moffatt</strong> & <strong>Nichol</strong> identified concepts<br />
that could be delivered according to the operator’s schedule while overcoming complex budgeting <strong>and</strong> environmental <strong>and</strong><br />
permitting challenges.<br />
Mukilteo Multimodal Ferry Terminal<br />
Owner: Washington State Ferries<br />
Location<br />
Mukilteo, Washington<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided project management, an operations analysis, engineering design, economic analyses, <strong>and</strong><br />
environmental services for Washington State Ferries (WSF) for a $152 million ferry terminal <strong>and</strong> multimodal center on<br />
Puget Sound. <strong>Moffatt</strong> & <strong>Nichol</strong> is managing a team of 16 subconsultants <strong>and</strong> is also assisting in stakeholder interaction<br />
for the project. The civil scope includes an extension to the state highway, an internal roadway, site grading, drainage,<br />
paving <strong>and</strong> utilities, <strong>and</strong> structural scope includes overhead passenger loading, a concrete pier, <strong>and</strong> floating dolphins.<br />
33
Southern California International Gateway<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> is Burlington Northern Santa Fe’s prime consultant for this l<strong>and</strong>mark project, which consists of planning<br />
<strong>and</strong> design of the development of the Southern California International Gateway facility. Project facilities include<br />
working tracks, lead tracks <strong>and</strong> storage tracks, pavement <strong>and</strong> crane runways, grading <strong>and</strong> drainage design, entry <strong>and</strong> exit<br />
gate design, facility design, <strong>and</strong> electrical service <strong>and</strong> lighting. Also included is the design of grade separation structures<br />
at Pacific Coast Highway <strong>and</strong> at Sepulveda Boulevard, as well as the expansion of an existing railroad bridge over<br />
Dominguez Channel, <strong>and</strong> various ancillary buildings, facilities, <strong>and</strong> operating systems.<br />
James D. Mason Intermodal Terminal, Garden City Terminal<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided master planning for the James D. Mason Intermodal Container Transfer Facility (ICTF) at<br />
GPA’s Garden City Terminal. The Master Plan presented alternatives for working <strong>and</strong> storage rail tracks, <strong>and</strong> provided<br />
for a throughput-driven development that could be phased in size, operational density, <strong>and</strong> lift equipment. The track<br />
spacing <strong>and</strong> infrastructure can accommodate transition from front-end loaders to rubber-tired or rail mounted gantry<br />
cranes. The facility provides the infrastructure for Class I rail service by Norfolk-Southern.<br />
The dedicated facility is directly adjacent <strong>and</strong> linked to the terminal via Gate 7. The original facility includes four 2,500<br />
foot working tracks, one 2,500 foot runaround track, <strong>and</strong> two 2,500 foot storage tracks. It was designed to minimize<br />
operations on the Foundation Lead <strong>and</strong> to minimize crossing delay time at two nearby at-grade roadway crossings. The<br />
future buildout of the facility includes twelve working tracks totaling approximately 33,000 feet <strong>and</strong> storage tracks totaling<br />
approximately 35,000 feet. In addition, an 8 acre buffering area will be provided adjacent to the working tracks<br />
to facilitate the marshalling of containers bound to <strong>and</strong> from the container yard.<br />
34<br />
Owner: BNSF<br />
Location<br />
Long Beach, California<br />
Owner: Georgia Port Authority<br />
Location<br />
Savannah, Georgia
San Francisco-Oakl<strong>and</strong> Bay Bridge East Span Safety Project<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided overall project management <strong>and</strong> planning, design, construction documents, <strong>and</strong> postconstruction-award<br />
services for the east span replacement of the San Francisco-Oakl<strong>and</strong> Bay Bridge, in a joint venture.<br />
In addition to overall project management, <strong>Moffatt</strong> & <strong>Nichol</strong> was responsible for design of the Yerba Buena Isl<strong>and</strong><br />
structures, the Oakl<strong>and</strong> approach structures, <strong>and</strong> foundations design for the main span <strong>and</strong> skyway bridges. Additional<br />
services by <strong>Moffatt</strong> & <strong>Nichol</strong> included a vessel collision system, <strong>and</strong> the main span tower’s elevator <strong>and</strong> dehumidification<br />
system. The vessel collision system utilized fender protection units on the main tower pier <strong>and</strong> adjacent bridge piers<br />
within the navigable waterway.<br />
El Toro “Y” – Interstate 5/Interstate 405 Interchange<br />
Client: Caltrans Division of Structures<br />
Location<br />
Oakl<strong>and</strong>, California<br />
Client: Orange County<br />
Transportation Authority <strong>and</strong><br />
Caltrans<br />
Location<br />
Irvine, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> completed design <strong>and</strong> construction<br />
document preparation for the structural components of the<br />
freeway-to-freeway interchange between Interstate 5 <strong>and</strong><br />
Interstate 405 in southern Orange County, California, the<br />
adjacent Bake Parkway Interchange, collector/distributor<br />
lanes, <strong>and</strong> HOV connectors between Interstates 5 <strong>and</strong> 405.<br />
Known as the El Toro “Y,” this interchange is one of the<br />
largest in the world. The interchange h<strong>and</strong>les 300,000 vehicles<br />
per day <strong>and</strong> has a total of 26 lanes at its widest point.<br />
35
Virginia Dare (Manteo Bypass) Bridge over Croatan Sound<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> served as subconsultant for a new $106 million, 8.4-km-long bridge crossing Croatan Sound, North<br />
Carolina. <strong>Moffatt</strong> & <strong>Nichol</strong> performed a Vessel Impact Study <strong>and</strong> Hydraulic Analysis <strong>and</strong> Design that were used for<br />
both the conventional <strong>and</strong> segmental bridge design alternatives. For the conventional alternative, <strong>Moffatt</strong> & <strong>Nichol</strong><br />
also provided Substructure <strong>and</strong> Foundation Design.<br />
For the conventional bridge alternative, <strong>Moffatt</strong> & <strong>Nichol</strong> provided a substructure & foundation study; preliminary &<br />
final design, <strong>and</strong> contract drawing preparation. The Bridge Type Study involved determination of the most economical<br />
foundation types for each superstructure span alternative <strong>and</strong> determined a minimum pile size <strong>and</strong> number of piles<br />
per bent required for three prestressed concrete pile alternatives. Bents were evaluated <strong>and</strong> designed for economy based<br />
on AASHTO load group considerations, soil regions, probability of vessel impact, <strong>and</strong> variable scour depths based on<br />
foundation type. <strong>Moffatt</strong> & <strong>Nichol</strong> then completed final design for both a conventional substructure alternative <strong>and</strong> a<br />
prestressed cylinder pile alternative.<br />
Additional structure design tasks included preparation of opinions of probable costs, evaluation of precast concrete substructure<br />
elements, pier alignment study, <strong>and</strong> preparation of project special provisions for special foundation types.<br />
36<br />
Owner: North Carolina<br />
Department of Transportation<br />
Location<br />
Dare County, North Carolina
Urban Waterfronts <strong>and</strong> Marinas
Hengqin Venetian International Convention Resort<br />
Urban Waterfronts <strong>and</strong> Marinas<br />
Owner: Las Vegas S<strong>and</strong>s Corporation<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided marina planning services <strong>and</strong> established preliminary design criteria for the waterside elements<br />
of the overall master plan framework for development of an international convention resort on Hengqin Isl<strong>and</strong>.<br />
The marine facilities, including water taxi <strong>and</strong> ferry dock facilities will serve as amenities for the luxury exposition <strong>and</strong><br />
convention center, hotel, residential <strong>and</strong> retail development.<br />
Marina at the Atlantis<br />
Location<br />
Zhuhai, China<br />
Owner: Sun International,<br />
Incorporated<br />
Location<br />
Paradise Isl<strong>and</strong>, Nassau,<br />
Bahamas<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided design services <strong>and</strong> construction administration for a world-class superyacht marina facility<br />
to serve the luxury yacht market at the Atlantis Resort development. Design tasks included the docks, electrical <strong>and</strong><br />
mechanical utilities, <strong>and</strong> pump-out facilities, basin configuration, bulkhead designs, <strong>and</strong> excavation plans. <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> received a 2000 Florida Institute of Consulting <strong>Engineers</strong>’ Engineering Excellence Award for this project.<br />
37
Southwest Waterfront Redevelopment Study<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided planning <strong>and</strong> design services for the waterside elements of Washington, D.C.’s Southwest<br />
Waterfront Plan, which is planned as a cohesive mixed-use urban waterfront, with world-class residential, commercial<br />
<strong>and</strong> recreational elements, involving more than two million square feet of new construction. The development is expected<br />
to be sustainable not only from a LEED (Leadership in Energy <strong>and</strong> Environmental Design) perspective, but also<br />
as an urban l<strong>and</strong>mark, serving residents, business, <strong>and</strong> visitors for generations to come.<br />
San Pedro Waterfront Gateway Project<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> led the planning team for the initial study to the redevelopment the San Pedro waterfront to enhance<br />
its appearance <strong>and</strong> function as part of the Port of Los Angeles’ working waterfront. The initial Master Plan recommended<br />
that the project produce a vibrant mixed-use water plan <strong>and</strong> develop a continuous gr<strong>and</strong> boulevard <strong>and</strong> waterfront<br />
promenade, enhancing San Pedro’s unique history in a new design <strong>and</strong> increase opportunities for area business.<br />
38<br />
Owner: PN Hoffman<br />
Location<br />
Washington, D.C.<br />
Owner: City of Los Angeles, California<br />
Location<br />
Los Angeles, California
Vancouver Convention Centre Waterfront Development<br />
Cabrillo Way Marina<br />
Owner: Harbour Navigation Limited<br />
Location<br />
Vancouver, British Columbia, Canada<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided a conceptual study for a proposed marina <strong>and</strong> waterfront facility in the waterlot offshore<br />
of the Vancouver Convention Center’s pile-supported platform <strong>and</strong> building. The proposed marine facility consists of<br />
three distinct, functional <strong>and</strong> operational components—a marina facility accommodating larger vessels, a float plane<br />
base, “airport” <strong>and</strong> proposed smaller marina facility.<br />
Owner: Port of Los Angeles<br />
Location<br />
San Pedro, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> led a world class team of engineers <strong>and</strong> architects to plan <strong>and</strong> design the Cabrillo Way Marina in the<br />
Port of Los Angeles. The project replaces the deteriorated marina facilities, storage warehouses, <strong>and</strong> related port facilities<br />
with a new marina <strong>and</strong> waterfront recreation <strong>and</strong> retail amenities. Project design reflects the latest in green technologies<br />
<strong>and</strong> supports the Port of Los Angeles’ Clean Marina initiative.<br />
39
Victoria Harbour Development Plan<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided a market <strong>and</strong> planning study to enhance the site development <strong>and</strong> maximize revenue potential<br />
for the Greater Victoria Harbour Authority. The final master plan includes a public promenade along the existing<br />
foreshore, lots for 39 floating homes, 78 marina slips, fishing boat facilities <strong>and</strong> a 120 meter long public float with floating<br />
commercial space, as well as permanent <strong>and</strong> transient moorage for 58 recreational <strong>and</strong> commercial boats <strong>and</strong> a float<br />
plane base for eight aircraft.<br />
East River Waterfront Study<br />
Owner: New York City, Department<br />
of City Planning<br />
Location<br />
New York, New York<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided planning, analysis, design, construction documents, <strong>and</strong> construction services for waterfront<br />
components of New York City’s East River Waterfront Esplanade <strong>and</strong> Piers renewal project, which will improves<br />
waterfront access <strong>and</strong> reconnect Lower Manhattan communities with the East River. Project components include a<br />
waterfront esplanade, a new two-level pier providing recreational space <strong>and</strong> mooring for historic sailing vessels, the rehabilitation<br />
of several piers, <strong>and</strong> the creation of new waterfront amenities including potentially a new marina. This project<br />
was a joint venture.<br />
40<br />
Owner: Greater Victoria Harbour Authority<br />
Location<br />
Victoria, British Columbia
Tampa Riverwalk Planning & Design<br />
Baker’s Bay Golf <strong>and</strong> Ocean Club<br />
Owner: City of Tampa<br />
Location<br />
Tampa, Florida<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided engineering support for master planning, as well as the conceptual <strong>and</strong> schematic design<br />
phases for a 2.2-mile urban waterfront that will comprise seven parks, five museums, <strong>and</strong> a residential component <strong>and</strong><br />
additional amenities. Services included data collection, definitions of opportunities <strong>and</strong> constraints related to the waterside<br />
components, leading to the development of alternatives <strong>and</strong> permit acquisition.<br />
Owner: Discovery L<strong>and</strong> Company<br />
Location<br />
Great Guana Cay, Abacos, Bahamas<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided design services for a residential mega-yacht marina development that included marina layout<br />
concepts <strong>and</strong> bulkhead design, dredging permitting, development of beneficial reuse of dredged material concepts,<br />
heavy duty Ro-Ro/Lo-Lo pier design <strong>and</strong> permitting, <strong>and</strong> design of support structures for temporary guest accommodations.<br />
In addition, support was provided to the resort developers to develop an Environmental Impact Assessment (EIA)<br />
<strong>and</strong> obtain a l<strong>and</strong> development agreement from the Bahamian Government.<br />
41
Paulus Hook Pier <strong>and</strong> Ferry Terminal<br />
Owner: Goldman Sachs & Co.<br />
Location<br />
Jersey City, New Jersey<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was responsible for all waterfront engineering elements of Goldman Sachs’ new showcase office complex<br />
in Jersey City, NJ. Services included site inspection, production of demolition plans for the existing Sussex St. Pier,<br />
design of a new pier <strong>and</strong> associated ferry berthing structures, design of a 3,000 sf ferry terminal building, provision of<br />
a new helicopter l<strong>and</strong>ing, <strong>and</strong> design of a structure to support the historic Colgate Clock. The construction cost of the<br />
new waterfront facilities was approximately $9.6M <strong>and</strong> fast-track construction was completed within ten months.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was also responsible for coordination of the waterfront project design team, which included Cesar<br />
Pelli & Associates as the architect, Allee King Rosen & Fleming, Inc. as the environmental consultant, <strong>and</strong> JBB as MEP<br />
<strong>and</strong> lighting designers.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was involved with securing necessary permits from the Corps of <strong>Engineers</strong>, the NJDEP <strong>and</strong> Jersey<br />
City Building Dept. In addition to producing plans <strong>and</strong> specifications, the firm also provided construction support as<br />
needed.<br />
Particular complexity resulting from public access issues was introduced in designing the ramps to/from the floating<br />
barges. Ultimately, a “false deck” was designed atop the barges to keep gangways from the fixed pier to the float within<br />
ADA compliant slopes while also ensuring the same for the float’s ramps.<br />
The design accommodates a full range of ferry types to allow the greatest flexibility for future uses. To account for potential<br />
variances in freeboard at the boat-to-float interface, a brow ramp was installed that can be raised <strong>and</strong> lowered to<br />
accommodate the freeboard of various berthing vessels.<br />
42
Energy
Port of Los Angeles Berth 408 Crude Oil Import Terminal Design<br />
Owner: Plains All American<br />
Pipeline, L.P.<br />
Location<br />
Los Angeles, California<br />
The client is developing a portion of Pier 400 as a crude oil import terminal, the first to be built in California in 30<br />
years <strong>and</strong> the only one of its kind on the West Coast to accommodate fully laden, very large crude carriers (VLCCs).<br />
As the designer of record for the marine structures, <strong>Moffatt</strong> & <strong>Nichol</strong> is leading all aspects of the design, including the<br />
coastal engineering services to identify the environmental loadings; mooring & berthing analysis; navigation & berth<br />
utilization studies; marine structures design; <strong>and</strong> ancillary structures to accommodate a fire water pump system <strong>and</strong> two<br />
work boats. As the designer of record for the topside facilities, <strong>Moffatt</strong> & <strong>Nichol</strong> is also leading all aspects of the mechanical;<br />
electrical; <strong>and</strong> piping design. In addition to design services, M&N is providing equipment procurement for all<br />
of the specialty equipment for this major facility, including a gangway tower, fender systems, quick release hooks, <strong>and</strong><br />
environmental monitoring systems. The firm also conducted a graphics-rich public outreach campaign.<br />
43
Sabine Pass LNG Marine Terminal<br />
Kitimat LNG Terminal<br />
Owner: Sabine Pass LNG, LP<br />
Location<br />
Sabine Pass Waterway,<br />
Cameron Parish, Louisiana<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided EPC marine engineering design services to the client for the Sabine Pass LNG Import<br />
Terminal. The design for the terminal facility incorporated two unloading berths, a combination roadway-<strong>and</strong>-pipeway<br />
trestle connecting the l<strong>and</strong>side facility with the unloading platform, an access gangway, a fire-monitoring tower, a tug<br />
dock, product piping, <strong>and</strong> utilities. The design also included a shoreline revetment formed from over 180,000 tons of<br />
rock <strong>and</strong> placed along the perimeter of the berth basin. Over 4 million cubic yards of dredged material were removed<br />
<strong>and</strong> deposited along the shoreline of the Gulf for a beach nourishment program.<br />
Owner: Kitimat LNG Inc.<br />
Location<br />
Kitimat, British Columbia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> has completed site selection, navigation assessments, regulatory application support <strong>and</strong> preliminary<br />
design for the marine components of a new liquid natural gas (LNG) facility at Bish Cove near the town of Kitimat.<br />
The work requires careful coordination with the upl<strong>and</strong> EPC design team, <strong>and</strong> is designed to minimize the environmental<br />
footprint on the sensitive aquatic habitat at the site. The firm has also been retained to provide detail design,<br />
tendering services <strong>and</strong> field supervision for the construction phase of the marine terminal.<br />
44
Pier 2 Upgrade Design<br />
Owner: Portl<strong>and</strong> Pipe Line Corporation<br />
Location<br />
South Portl<strong>and</strong>, Maine<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> produced contract documents for upgrades to the client’s crude tanker mooring <strong>and</strong> unloading<br />
systems to accommodate modern vessels up to 170,000 DWT. Conditions under which vessels can safely navigate the<br />
existing channel were determined using SHIPMA, a fast-time simulation program for ship maneuvering developed by<br />
MARIN. Mooring system requirements, environmental limitations, <strong>and</strong> structural design loads were evaluated using<br />
MARIN’s dynamic, time-domain mooring simulator, TERMSIM. Design improvements included new fendering,<br />
mooring systems, unloading arms, manifold piping, <strong>and</strong> fire protection, as well as utility upgrades. <strong>Moffatt</strong> & <strong>Nichol</strong><br />
also performed an underwater inspection <strong>and</strong> condition assessment of the pier <strong>and</strong> provided engineering support during<br />
the construction.<br />
Tangguh LNG Export Terminal<br />
Owner: BP<br />
Location<br />
West Papua, Indonesia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided marine engineering <strong>and</strong> design services for a proposed major greenfield LNG export facility<br />
in West Papua, Indonesia. Various marine facility locations <strong>and</strong> configurations were studied to determine construction<br />
costs <strong>and</strong> schedule while meeting specified design criteria, including dynamic response <strong>and</strong> piping displacement criteria<br />
during an earthquake. The selected alternative accommodates a range of proposed vessels while minimizing the structure<br />
requirements. While preparing documents for EPC tender, <strong>Moffatt</strong> & <strong>Nichol</strong> evaluated a number of potential construction<br />
scenarios to establish the optimum timing for construction for the first delivery of LNG.<br />
45
Richmond Long Wharf Rehabilitation, Seismic Upgrade,<br />
MOTEMS Audit, <strong>and</strong> Wharf Improvements<br />
Owner: Chevron USA<br />
Location<br />
Richmond, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed a condition survey, a five-year master plan for rehabilitation, <strong>and</strong> a seismic upgrade<br />
plan for the 2,500 ft long T-head dock, the 4,000 ft long bent-supported causeway, <strong>and</strong> the 4,000 ft long pipe support<br />
trestle for the Richmond refinery in San Francisco Bay. Detailed capacities were determined for the four-berth<br />
oil terminal, the central complex, the administration <strong>and</strong> maintenance buildings, the causeway, <strong>and</strong> the pipeline<br />
trestle. Detailed state-of-the-art element capacity determination <strong>and</strong> spectrum response analyses were performed on<br />
an overall global model. A number of risk levels were evaluated for both seismic loading <strong>and</strong> tanker berthing <strong>and</strong><br />
mooring loads. For each probability level, the dem<strong>and</strong>/capacity ratios were computed for the wharf complex. The<br />
company designed the structural upgrades to resist the maximum probable <strong>and</strong> maximum credible earthquakes.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided construction support for the rehabilitation <strong>and</strong> retrofit of the Long Wharf over an approximately<br />
5 year period based on the analyses work.<br />
Subsequently M&N conducted the State L<strong>and</strong>s MOTEMS Initial Audit. This included underwater <strong>and</strong> above water<br />
inspections of structural, piping, mechanical, electrical <strong>and</strong> fire protection systems. Following the Initial Audit, <strong>Moffatt</strong><br />
& <strong>Nichol</strong> designed remedial repairs <strong>and</strong> modifications to address the deficiencies found by the audit. This has<br />
included assistance for construction of the repairs <strong>and</strong> modifications.<br />
Additional work performed at the Long Wharf includes design <strong>and</strong> support for a new oil spill response boat jib crane<br />
<strong>and</strong> design of the foundation for a new gangway tower.<br />
In addition, <strong>Moffatt</strong> & <strong>Nichol</strong> has been retained to conduct the second MOTEMS audit <strong>and</strong> the Wharf Improvements<br />
Project that will include replacement of existing 16 loading arms, new fender systems, six new gangways, four<br />
new dolphin structures, new mooring hooks, <strong>and</strong> dredging.<br />
46
Cove Point LNG Terminal Upgrades<br />
Client: Dominion Cove Point LNG<br />
Location<br />
Lusby, Maryl<strong>and</strong><br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided planning services <strong>and</strong> construction document preparation for the improvement of two<br />
LNG berths at Cove Point LNG Terminal. The firm reviewed studies developed by others, identified alternatives for<br />
the upgrades, <strong>and</strong> prepared the appropriate construction documents. Upgrades included installation of new mooring<br />
dolphins, new fendering, larger capacity quick release hooks, new docking aid display boards, visual <strong>and</strong> audible line<br />
load mooring display systems, new access gangways, <strong>and</strong> navigation aids. The two berths were dredged <strong>and</strong> the dredged<br />
material was removed to a marsh restoration project. <strong>Moffatt</strong> & <strong>Nichol</strong> also provided periodic construction surveillance<br />
during the project.<br />
Enbridge Gateway Terminal Design<br />
Owner: Enbridge Pipelines Inc.<br />
Location<br />
Kitimat, British Columbia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> conducted the preliminary navigation assessments <strong>and</strong> completed the front end engineering <strong>and</strong><br />
design (FEED) studies for the marine components of the proposed Enbridge terminal at Kitimat in British Columbia.<br />
Enbridge Pipelines, Inc. is proposing to construct a crude oil export berth <strong>and</strong> condensate import berth that will accommodate<br />
Very Large Crude Carriers (VLCCs). This project is believed to be the longest full-mission bridge simulation<br />
ever completed.<br />
47
Equitorial Guinea Spread Mooring Design<br />
Client: Marathon Oil Company<br />
Location<br />
Equatorial Guinea<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> completed the analysis <strong>and</strong> detailed design for the upgrade of Marathon Oil Corporation’s multibuoy<br />
mooring system at Berth 1 at a condensate receiving facility in Equatorial Guinea. The firm also carried out the<br />
detailed design <strong>and</strong> construction support for a new spread mooring at Berth 2 of the same facility. In addition, Marathon<br />
sought <strong>Moffatt</strong> & <strong>Nichol</strong> again to perform detailed dynamic analysis studies on Berth 2 to determine if larger<br />
tankers could be safely moored at the facility during squall season.<br />
48
Vancouver Airport Aviation Fuel Delivery Project<br />
Client: VAFFC<br />
Location<br />
Fraser River, British Columbia<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was retained to help develop the Vancouver International Airport (YVR) aviation fuel receiving<br />
terminal. The firm has completed studies to evaluate the existing facility <strong>and</strong> conducted navigation assessments<br />
to review the feasibility of introducing new tanker vessel services on the river. Among the factors reviewed were<br />
prevailing winds, dredged depth <strong>and</strong> channel width requirements, water level variations, navigation windows, vessel<br />
maneuvering scenarios, <strong>and</strong> oil spill contingency planning. The firm has also provided conceptual <strong>and</strong> preliminary<br />
engineering for the improvements required to upgrade the facility.<br />
Broadwater FSRU Marine Operability Study<br />
Owner: Broadwater Energy,<br />
a Shell Company<br />
Location<br />
Long Isl<strong>and</strong> Sound,<br />
Long Isl<strong>and</strong>, New York<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed a marine operability study for an offshore Floating Storage <strong>and</strong> Re-gasification Unit<br />
(FSRU) at two locations near Long Isl<strong>and</strong>. The study defined operating <strong>and</strong> extreme metocean conditions, determined<br />
safe operating limits for each component of the LNG offloading cycle, <strong>and</strong> quantified weather downtime for the FSRU<br />
at both sites. The study also featured real-time ship h<strong>and</strong>ling simulations using full mission bridge simulation to determine<br />
capacity <strong>and</strong> dynamic mooring <strong>and</strong> relative motions analysis. Carriers with capacities up to 250,000 m³ are able<br />
to moor alongside the FSRU, <strong>and</strong> LNG offloading occurs every two to three days.<br />
49
Chevron Side-by-Side Mooring Offshore Southern California<br />
Chevron El Segundo MOTEMS Audit<br />
Owner: Chevron USA<br />
Location<br />
Southern California<br />
On behalf of Chevron, <strong>Moffatt</strong> & <strong>Nichol</strong> performed time-domain mooring<br />
analyses for the powered, side-by-side mooring of a VLCC tanker to a<br />
vessel weighing 150,000 DWT using the AQWA suite of programs to study<br />
an open sea underway lightering operation offshore of Southern California.<br />
The parametric analysis included two separate VLCC tankers, vessels in full<br />
<strong>and</strong> ballast conditions, different powering conditions, <strong>and</strong> environmental<br />
conditions with varying wave heights, periods, <strong>and</strong> directions. The analysis<br />
also included nonlinear modeling of mooring lines <strong>and</strong> fender buoys <strong>and</strong><br />
simulated forward speed. The study helped set allowable operating conditions<br />
for lightering Chevron’s VLCCs.<br />
Owner: Chevron, USA<br />
Location<br />
Los Angeles, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> completed an Initial MOTEMS Audit on California’s only offshore multi-point mooring marine<br />
oil terminal under the jurisdiction of the California State L<strong>and</strong>s Commission. The scope of the audit extended to the<br />
terminal’s onshore piping, structures, <strong>and</strong> process equipment, including field inspection <strong>and</strong> analysis of pipeline stress,<br />
pipe supports, bridges, firewater coverage, pumps, sumps, <strong>and</strong> electrical installations. The pipe stress <strong>and</strong> structural<br />
analyses were used to develop mitigations for compliance with MOTEMS <strong>and</strong> it’s referenced codes for seismic conditions<br />
in the area. The audit also included the development of a risk assessment <strong>and</strong> fire plan, specific to mitigating risks<br />
<strong>and</strong> providing adequate coverage for all offshore loading/unloading positions.<br />
50
Offshore Oil Platform Analysis<br />
Oil Jetty Structural Assessment <strong>and</strong> Upgrades<br />
Client: Confidential<br />
Location<br />
Santa Barbara, California<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed a seismic analysis <strong>and</strong><br />
assessment of an existing offshore oil drilling platform<br />
near Santa Barbara, California for re-purposing. The<br />
platform is located in 240-foot-deep water <strong>and</strong> was<br />
built for extreme earthquake loadings. <strong>Moffatt</strong> &<br />
<strong>Nichol</strong> used time-domain non-linear dynamic analysis<br />
techniques to analyze the structure for design conditions<br />
<strong>and</strong> for extreme variations in earthquake shaking<br />
intensity <strong>and</strong> soil strength. The structural analysis<br />
included member post buckling <strong>and</strong> also considered<br />
joint post yield response. Particular attention was paid<br />
to soil-foundation interaction. In the end, the client was<br />
“particularly pleased with the sensitivity studies done<br />
on the seismic portion of the work <strong>and</strong> that this was<br />
one of the few times where these sensitivity studies were<br />
performed upfront as part of the assessment process.”<br />
Owner: Oiltanking Panama S.A.<br />
Location<br />
Panama<br />
Oiltanking Panama, S.A. commissioned <strong>Moffatt</strong> & <strong>Nichol</strong> to provide technical assistance with the acquisition of an<br />
existing jetty on the Atlantic coast of Panama for use as a bunkering terminal. The firm performed an above-water visual<br />
condition assessment <strong>and</strong> a limited underwater inspection of piles to support a study that established the maximum vessel<br />
size the jetty could accept without significant modification. The firm was later retained to develop conceptual designs<br />
<strong>and</strong> costs estimations for upgrades that would enable fully laden Panamax vessels with a range of drafts to utilize the<br />
jetty.<br />
51
Angola LNG/LPG Marine Terminal Study<br />
Great Lakes Offshore Wind<br />
Client: KBR<br />
Owner: CABOG/Angola LNG<br />
Location<br />
Kw<strong>and</strong>a Base, Soyo, Angola<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> developed the conceptual design of the marine facilities for an LNG <strong>and</strong> LPG/Condensate receiving<br />
terminal at Kw<strong>and</strong>a Base near Soyo, Angola. The firm provided FEED-level design of the marine facilities <strong>and</strong> construction<br />
dock, development of metocean criteria <strong>and</strong> design basis, <strong>and</strong> cost <strong>and</strong> schedule estimates. The marine facilities<br />
comprised two berths, one for LNG <strong>and</strong> one for LPG/Condensate, both of which accommodated 205,000 m³ LNG<br />
carriers. A combination roadway-<strong>and</strong>-pipeway trestle connected the l<strong>and</strong>side facility with the larger loading platform,<br />
<strong>and</strong> a catwalk provided access to the smaller loading platform.<br />
Client: Confidential<br />
Location<br />
Great Lakes Area, United States<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided engineering services for the conceptual design of an offshore wind installation on the<br />
Great Lakes. The firm performed a study of substructure alternatives that factored in the challenging geotechnical <strong>and</strong><br />
ice loading conditions in the area. The study also considered local fabrication drivers when outlining design options.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> then prepared a capital expenditures (CAPEX) estimate report that provided cost estimates for three<br />
turbine options, identified project uncertainties <strong>and</strong> steps for reducing them, <strong>and</strong> calculated economic development<br />
impacts on New York. A detailed schedule for all aspects of the project through construction was also developed.<br />
52
Conceptual Foundation Design <strong>and</strong> Port Facility Study for<br />
Offshore Wind Farm<br />
Client: Confidential<br />
Location<br />
USA<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> completed two studies for a proposed offshore wind farm on the East Coast of the United States.<br />
The purpose of the first study was to generate a conceptual design for the most economical wind turbine foundation<br />
alternative. The firm considered monopile, skirt pile, <strong>and</strong> leg pile jacket concepts <strong>and</strong> provided a cost estimate <strong>and</strong><br />
risk assessment for the preferred alternative. The second study identified port facilities capable of accommodating<br />
foundation fabrication <strong>and</strong> storage <strong>and</strong> wind turbine component staging. The firm prepared a site logistics plan <strong>and</strong><br />
capital cost budget for the recommended port.<br />
OCAES Conceptual Design<br />
Client: Confidential<br />
Location<br />
Hawaii<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> has partnered with General Compression, Inc. to develop a system to provide safe <strong>and</strong> economical<br />
storage of compressed air in manmade structures installed on the ocean floor, called Ocean Compressed Air Energy<br />
Storage (OCAES). OCAES allows energy generated by renewable resources to be stored in coastal locations where no<br />
naturally occurring storage options exist. OCAES is an extremely efficient, environmentally friendly, broadly scalable<br />
utility-scale solution that requires no external fuel source, making it unique <strong>and</strong> superior to other renewable energy storage<br />
systems. <strong>Moffatt</strong> & <strong>Nichol</strong> is providing expertise in marine <strong>and</strong> coastal construction to the development of OCAES.<br />
53
OPT Wave Energy Converter<br />
54<br />
Client: Ocean Power Technology,<br />
Inc. (OPT) <strong>and</strong> Office of Naval<br />
Research<br />
Location<br />
New Jersey, Melbourne, <strong>and</strong><br />
Oahu<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided offshore operations modeling<br />
services to Ocean Power Technologies, Inc. (OPT) <strong>and</strong> the<br />
Office of Naval Research to optimize OPT’s Wave Energy<br />
Converter system. The system uses a smart, ocean-going<br />
buoy to capture <strong>and</strong> convert wave energy into low-cost, clean<br />
electricity. <strong>Moffatt</strong> & <strong>Nichol</strong> created a sophisticated Monte<br />
Carlo model with the firm’s in-house PROB-SIM program<br />
<strong>and</strong> performed analyses to assess the system’s reliability,<br />
maintainability <strong>and</strong> operational availability. Based on <strong>Moffatt</strong><br />
& <strong>Nichol</strong>’s review of the system’s design features, OPT made<br />
changes that will enhance reliability <strong>and</strong> reduced downtime.
Inspection <strong>and</strong> Rehabilitation
Condition Survey Inspection of Red Hook Wharf<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> was retained to perform a condition survey of the above- <strong>and</strong> below-water elements of the Red Hook<br />
wharf <strong>and</strong> bulkhead. Three timber-<strong>and</strong>-steel pile wharves, some with concrete pile extensions, <strong>and</strong> a steel sheet pile<br />
bulkhead were inspected. An ultrasonic thickness meter was used to measure corrosion among steel elements; calipers<br />
<strong>and</strong> flexible tape were used to determine section loss among timber elements. Soundings were taken with a hammer to<br />
identify defective concrete. <strong>Moffatt</strong> & <strong>Nichol</strong> prepared a report that categorized inspection findings by extent of deterioration<br />
<strong>and</strong> priority of repair. It also included plans indicating the location of deficiencies.<br />
Cruise Ship Terminal Inspection <strong>and</strong> Repair<br />
Owner: Port Authority of New York<br />
<strong>and</strong> New Jersey<br />
Location<br />
Brooklyn, New York<br />
Owner: EGE Ports<br />
Location<br />
Kuşadasi, Turkey<br />
Photo taken below deck where exposed corroded<br />
reinforcing is visible (Circle). High<br />
priority under-deck damage was repaired.<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed a repair design inspection <strong>and</strong> assessment of a deteriorated cruise ship terminal on the<br />
Aegean coast of Turkey <strong>and</strong> provided direction to the owner <strong>and</strong> site engineer for conducting repairs within a limited<br />
construction window. <strong>Moffatt</strong> & <strong>Nichol</strong> communicated daily with site engineers <strong>and</strong> assisted with the review of contractor’s<br />
submittals. <strong>Moffatt</strong> & <strong>Nichol</strong> also conducted periodic site visits throughout construction to monitor progress<br />
<strong>and</strong> to verify completion of various milestone repair works.<br />
55
Bremerton Naval Shipyard Waterfront Facilities Inspection<br />
56<br />
Owner: Naval Facilities Engineering<br />
Service Center (NFESC)<br />
Location<br />
Bremerton, Washington<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided waterfront facility inspection services for 29 different structure types at Bremerton Naval<br />
Shipyard, including piers, bulkheads, marginal wharves, revetments, fender systems, dry docks, <strong>and</strong> dry dock caisson<br />
gates. The firm performed above- <strong>and</strong> below-deck <strong>and</strong> underwater inspections of all elements <strong>and</strong> assigned a condition<br />
rating to each. <strong>Moffatt</strong> & <strong>Nichol</strong> was responsible for providing logistical coordination <strong>and</strong> Army Corps of <strong>Engineers</strong>regulated<br />
dive safety submittals. The final inspection <strong>and</strong> assessment report was delivered in a cutting-edge format that<br />
allowed the report to be printed rapidly <strong>and</strong> to be used in future 3D presentations.<br />
Berth 8 Structural Inspection <strong>and</strong> Evaluation<br />
Vertical Cracks in Octagonal Piles<br />
Caused by Delayed Ettringite<br />
Formation<br />
Owner: North Carolina State Ports<br />
Authority<br />
Location<br />
Wilmington, North Carolina<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> performed above- <strong>and</strong> below-water inspections of Berth 8 at the Port of Wilmington. Wharf structural<br />
element sampling <strong>and</strong> material testing were conducted to determine the overall condition of the structure. A<br />
structural analysis revealed that several of the waterside pile rows were inadequate to support loads associated with<br />
new 100-foot-gauge cranes. In addition, the remaining Berth 8 piles were degraded <strong>and</strong> needed costly repairs. Because<br />
repairs would only extend the wharf’s service life by about 5 years, <strong>Moffatt</strong> & <strong>Nichol</strong> offered replacement alternatives.<br />
The client decided to replace the waterfront section Berth 8 immediately <strong>and</strong> replace the l<strong>and</strong>side section at a later date.
Jetty 1 Waterfront Facilities Inspection<br />
Owner: Atlantic Lng Company of<br />
Trinidad <strong>and</strong> Tobago<br />
Location<br />
Point Fortin, Trinidad, West Indies<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> provided waterfront facility inspection services for this Caribbean liquefied natural gas loading facility.<br />
The facility comprised a pier, approach trestle, <strong>and</strong> catwalks leading to a series of breasting <strong>and</strong> mooring dolphins <strong>and</strong><br />
a tug berthing facility. In addition to performing an above- <strong>and</strong> below-water inspection of the jetty’s steel <strong>and</strong> concrete<br />
elements <strong>and</strong> its cathodic protection system, the firm performed equipment certification, conducted site specific safety<br />
training, <strong>and</strong> undertook an evaluation of the l<strong>and</strong>side facilities. <strong>Moffatt</strong> & <strong>Nichol</strong> concluded its visit by delivering a<br />
comprehensive inspection report that included repair recommendations <strong>and</strong> cost estimates.<br />
Naval Magazine Lualualei Waterfront Facilities Inspection<br />
Owner: NAVFAC Engineering<br />
Service Center (NFESC)<br />
Location<br />
Pearl Harbor, Hawaii<br />
<strong>Moffatt</strong> & <strong>Nichol</strong> Blaylock provided waterfront facility inspection services for this strategic facility in Pearl Harbor.<br />
The inspection relied on non-destructive testing to address the total structure, including the revetment, marginal wharf,<br />
bulkhead, <strong>and</strong> fender systems. In addition to performing above- <strong>and</strong> below-deck <strong>and</strong> underwater inspections, the firm<br />
performed equipment certification, conducted site specific safety training, <strong>and</strong> undertook an evaluation of the l<strong>and</strong>side<br />
facilities. The firm also reported on the facilities’ readiness from an operational st<strong>and</strong>point based on bathymetry, crane<br />
capacity, berthing <strong>and</strong> mooring, <strong>and</strong> overall condition.<br />
57
Former Navy Pier 11A Rehabilitation<br />
58<br />
Owner: Unified Port of San Diego<br />
Location<br />
San Diego, California<br />
After functioning as a Navy pier for approximately 50 years, the former Pier 11A was acquired by the Unified Port of San<br />
Diego. <strong>Moffatt</strong> & <strong>Nichol</strong> provided assessment, planning, permitting, document preparation, <strong>and</strong> construction services to<br />
rehabilitate the facility. Above- <strong>and</strong> below-water inspections revealed foundation problems in the earthen mole retaining<br />
wall <strong>and</strong> concrete degradation of the marginal wharf; below-grade cementitious jet grouting alleviated these problems.<br />
Insufficient deck capacity was improved by the addition of a bonded concrete deck overlay. Because the pier was continuously<br />
occupied throughout the planning <strong>and</strong> repair stages, scheduling was designed to cause the least disruption.<br />
June 2011
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