Dennis Lambert complete 8.30.17

Dennis G. Lambert, P.E., MASCE

SPECIALIZATION: Civil, Coastal, Marine and Environmental Engineering

YEARS EXPERIENCE:  35 years in Engineering and Construction

EDUCATION:
2000          M.S., Environmental Engineering: Numerical Modeling, Tulane
University
1996           B.S., Civil Engineering: Structural Emphasis, Tulane University
1996           B.S., Environmental Engineering: Numerical Modeling, Tulane
University (Dean's List, 1995)

REGISTRATIONS/CERTIFICATIONS:
Registered Civil and Environmental Engineer, 2000, LA PE.0029326
STAMINA/OPTIMA (Noise Model) Certified
FHWA TNM (Noise Model) Certified
FHWA NEPA Decision Making Certified
HAZWOPER Certified (inactive)
Other software: DELFT, MIKE, SWMM, WASP, CAL3QHC, MOBILE5, HEC, QUAL2E

MEMBER:
Member of the American Society of Civil Engineers (1988)
Member of the ASCE Coasts, Oceans Ports, & Rivers Institute (2001)
ASCE T&DI Louisiana Chapter Executive Committee (2008)
ASCE COPRI Louisiana Chapter Executive Committee (2012)
ASCE COPRI Waterways Committee (2014)
ASCE COPRI Ports & Harbors Committee (2014)
ASCE COPRI P3 for Waterways Chair (2014)
Tulane School of Science & Engineering Council

FORMERLY MEMBER:
Louisiana Civil Engineering Conference & Show Committee Member
Louisiana Engineering Society – Legislative Committee
Construction Specifications Institute
Prestressed Concrete Institute
Society of Tulane Engineers / Tulane Engineering Forum Planning Committee
American Consulting Engineering Council's Environmental Committee
NCEES Environmental Engineering PE Exam Committee Member
Louisiana Coastal Sand Management Working Group

CIVIC ACTIVITIES:
Mentor‐Protégé for KIPP Renaissance School in Upper and Lower 9th Ward
Mentor‐Protégé for Tulane Science Scholarship Program for High School Students
Louisiana Historical Society
The New Orleans Historic Collection
Audubon Institute


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KEY QUALIFICATIONS
Mr. Lambert is a civil and environmental engineer with over 35 years of experience in
construction and engineering. Mr. Lambert founded Lambert Engineers, LLC and has
served as a project manager on over 90 conventional infrastructure projects. His
expertise includes marine environments and all phases of conventional infrastructure in
South Louisiana. As the Chief Market Manager for COWI Marine North America, he has
primarily worked in business development and project management.
Some notable work includes the Independent Technical Review of the proposed
sediment diversions along the Lower Mississippi River and the New Orleans Municipal
Yacht Harbor, the Lower Mississippi River Inland Waterway Study and a Fender Pile
Study at the Port of New Orleans. Mr. Lambert was also the Project Manager for
Whiskey Island West Flank where sand from Ship Shoal was proposed to be pumped to
restore this important feature of the Isles Dernieres.
Currently, Mr. Lambert am serving as Chair on the Public‐Private Partnership (P3) for
Waterways Infrastructure Subcommittee of the National Coasts, Oceans, Ports and
Rivers Institute (COPRI) of the American Society of Civil Engineers (ASCE). The
subcommittee was established to evaluate P3 authorization under the Water Resources
Reform and Development Act of 2014 (WRRDA) which authorized a 5‐year pilot program
to identify up to 15 previously authorized navigation, flood damage reduction, and
hurricane/storm damage reduction projects for private participation. I am also on the
Executive Committee of the Louisiana Chapter of COPRI, the National Waterways
Committee, the National Ports & Harbors Committee, was on the Ports16 Planning
Committee and currently on the Ports19 Planning Committee.
PROFESSIONAL EXPERIENCE
COWI North America, Inc.
Chief Market Manager
January 2015 – August 2017 (2 years 8 months)|Greater New Orleans Area
As Chief Market Manager located in the New Orleans office, my responsibilities include
project management, business development, and specialist advice on major
infrastructure and environmental projects in the Louisiana territory. COWI Marine North
America (formerly Ben C. Gerwick and Ocean and Coastal Consultants) is a prominent
and award‐winning specialty marine and coastal engineering firm, built on over 120
years of experience. Our team of over 100 technical staff has maintained international
recognition as industry leaders continually producing groundbreaking techniques. We
are known for our innovative conceptual designs across a broad spectrum of major
marine structures including Ports & Harbors, Immersed Tubes, Flood Protection, Storm
Surge Protection, Marine Terminals, Waterways, Locks & Dams, Coastal & Resiliency and
Underwater Inspection.
Ben C. Gerwick, Inc., a COWI Group Subsidiary
Area Manager ‐ New Orleans Office
February 2013 – January 2015 (2 years)|New Orleans


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Territory is Louisiana. Ben C. Gerwick, Inc. (a COWI Group) is a +80 year marine structural
engineering firm which includes services in coastal engineering, bridges, offshore
structures, marine and tunnels.
Lambert Engineers, LLC (now Mott MacDonald)
Principal Engineer
October 1999 – December 2012 (13 years 3 months)|Greater New Orleans Area
I founded this firm in 1999 and formed a partnership in 2009. The firm became part of
Hatch Mott MacDonald in 2012. Managed over 90 projects as the founder of Lambert
Engineers, LLC.
Hatch Mott MacDonald
Principal Engineer
May 2012 – October 2012 (6 months)
I was the engineering lead for the New Orleans office during the transition.
Moffatt & Nichol
Vice President ‐ Louisiana Business Unit Leader
January 2003 – March 2005 (2 years 3 months)|New Orleans, Louisiana
My responsibilities were business development and project management which I
performed concurrently as the owner of Lambert Engineers, LLC.
Hartman Engineering, Inc.
Engineer Intern
January 1998 – October 1999 (1 year 10 months)|Kenner, Louisiana
I was doing my apprenticeship in civil and environmental engineering prior to receiving
my professional engineering license.
Aims Group, Inc., Metairie, LA
Civil/Environmental Engineer (E.I.T.)
January 1996 – January 1997 (1 year)|Metairie, Louisiana
Researched As‐builts at LDOTD Headquarters for bridge rating contract, obtained copies
of girders, plan, profile and cross‐sections for analysis.  Categorized bridge type, age,
location, design load, etc. in Excel spreadsheet.  Operated software for bridge rating.
Performed asbestos compliance on demolition projects.
Lambert Construction Co./Lambert Investments, Inc.
Project Manager
January 1994 – October 1996 (2 years 10 months)|Metairie, Louisiana
Work included a plant Expansion ‐ Mechanical Piping, Formosa Plastics, Pointe Comfort,
Texas; Historic Building Restoration and Subdivision Planning/Wetland and Storm water
Impacts
Montgomery Watson, Inc. (now MWH/Stantec)
Research Assistant


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January 1992 – October 1994 (2 year 10 months)|Metairie, Louisiana
Performed literature Research through EPA Bulletin Boards (BBSs) and public health
BBSs (MEDLARS/IRIS), regulatory compliance and permitting for Hazardous and
Industrial Waste Division, biological, chemical and physical treatment technology
screening for groundwater, process waste streams and contaminated soil.
Walk, Haydel & Associates, Inc., (Dames & Moore and URS, now AECOM)
Environmental Specialist
January 1990 – October 1992 (2 year 10 months)|New Orleans, Louisiana
Established electronic connections to EPA BBSs; performed permitting and regulatory
analysis for Hazardous Waste Division, performed regulatory compliance for small
family owned underground storage tank facilities, performed air emission estimates for
natural gas processing plants, performed NEPA EIS for Formosa Plastics, Pointe Comfort,
TX which included responses to public comment, public meeting reviews and section
discussing spill risk assessment and probability, performed Installation Restoration Plans
and Groundwater Monitoring at three Military Installations (McConnell Air Force Base,
Smokey Hills Bombing Range and Bergstrom Air Force Base)
Environmental Service & Technology, Inc.
Vice President
January 1986 – October 1988 (2 year 10 months)|Metairie, Louisiana
Partner in emergency response services for Jefferson and Orleans Parish, performed
regulatory compliance for small business generating small quantities of hazardous
waste, performed underground storage tank regulatory compliance, removal and
remediation for small businesses.
Camp, Dresser & McKee, Inc. (now CDM Smith)
Laborer
1986 (Summer)|Metairie, Louisiana
Installed separation system at the East Bank Water Treatment Plant using baffles to
accelerate particle separation treatment of Mississippi River Drinking Water.
W. Stephen Lambert Contractor, Inc.
Laborer
1981 – 1985 (Summers)|Kenner, Louisiana
Laborer during summers on the I‐10 Ramp Project at Clearview Parkway; Helois Street
Pumping Station and the I‐10/Claiborne Avenue Underpass Fountain Project.
Various Restaurants throughout Louisiana
Cook/Sauté Chef/Fryer
1983 – 1985 (Part‐Time)| Louisiana
Worked as a cook/bartender/fryer/sauté chef at Mexican restaurant then Mike
Anderson's Seafood then Café Savannah in New Orleans.


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DIVERSIONS, ECOSYSTEM RESTORATION, FLOOD
PROTECTION & HYDRAULIC ENGINEERING
USACE Design Documentation Report for Lake
Pontchartrain & Vicinity, Hurricane Protection Project,
Inner Harbor Navigation Canal (IHNC) Hurricane
Protection Project, Orleans and St. Bernard Parish, LA.
(2015) Client Manager, served in negotiations with
USACE for the DDR prepared separately from the
contracted design‐build effort by CB&I (formerly Shaw
Environmental & Infrastructure) as part of the record of
the design. The document addressed the project from
the accepted design‐build proposal through completion
of construction. The scope of work encompassed all
surge barrier project features (Floodwall & MRGO
Closure, GIWW Sector Gate Complex, GIWW Barge Gate
Complex, Bayou Bienvenue Lift Gate Complex and North
& South T‐walls).modeling. Agency Project Task Order #
W912P8‐10‐D‐0060‐000901
Lower Mississippi River Diversion, Mid Barataria
Sediment Diversion, BA‐153, Plaquemines Parish, LA,
2014 ‐ Date. Independent Technical Review Team
Member responsible for reviewing and optimizing design
for this keystone ecosystem restoration project including
hydraulic modeling and ship simulation modeling.
Lower Mississippi River Diversion, Mid Breton, Lower
Barataria and Lower Breton Sediment Diversion, BA‐
153, Plaquemines Parish, LA, 2014 ‐ Date. Independent
Technical Review Team Member responsible for
reviewing and optimizing design for this keystone
ecosystem restoration project including hydraulic
modeling and ship simulation modeling.
Lower Mississippi River Diversion, Delta Building at
Myrtle Grove, BA‐33, LaFourche, Jefferson and
Plaquemines Parishes, LA, 2005. Project Team Member
and coordinated NEPA EIS scoping for this large civil
works ecosystem restoration project and basin wide
modeling under LCA including navigation impacts.
Lower Mississippi River Diversion, Small Freshwater
Diversion to the Northwestern Barataria Basin (BA‐34,
PPL10) Project Area and Vicinity, St. James and
Lafourche Parishes, LA, 2005. Project Team Member and
coordinated initial surveying and data collection efforts
to restore and maintain selected cypress‐tupelo swamp
tracts in the upper Barataria Basin.
Barataria Bay, Basin Hydrodynamic Model Review &
Development of New Model, LaFourche, Jefferson, &
Plaquemines Parishes, LA, 2003‐2005. Project Team
Member and coordinated with the USACE on exchange of
Bathymetric Data included meetings with the Hydraulic
Branch of the New Orleans District and collaboration
between the Donaldsonville to the Gulf and Morganza to
the Gulf levee projects and LCA.
Design and Construction of Improvements to the
Bonnabel Canal, Jefferson Parish, LA, 2008‐2012. Project
Team Member and provided engineering support
services on the project, which includes the construction
of concrete box culverts/concrete flume, design of two
off‐system bridge replacements, road‐way replacement,
and miscellaneous public utilities (water and sewer) from
the south end of Veterans Blvd. to West Esplanade Ave.
Additional project elements include surveying,
geotechnical, electrical (street lighting), preparation of
right‐of‐way plans (as required), and traffic engineering
related services. The box culvert is within tight drainage
servitude across various private utility and State R/Ws.
The conveyances are approx. 1 mile.
Flood Risk Assessment and Hazard Mitigation Plan for
the Sewerage & Water Board of New Orleans (S&WB),
New Orleans, LA, 2008‐2012. Project Manager –
provided a Hazard Mitigation Plan to include vulnerability
assessments, risk analysis and identifications of hazards
to critical facilities, identifying repetitive losses and how
to reduce those losses and decrease the response time to
a natural or man‐made hazards. The purpose of the plan
was also to integrate risk and hazard mitigation strategies
into the day‐to‐day activities. The plan was prepared to
meet the Disaster Mitigation Act of 2000 (DMA 2000)
requirements in order to maintain the S&WB’s eligibility
for the Federal Emergency Management Agency (FEMA)
Pre‐Disaster Mitigation (PDM) and Hazard Mitigation
Grant Programs (HMGP). The review included the
Emergency Operation Plan, the Operation and
Maintenance Plan, the Orleans Parish Hazard Mitigation


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Plan, the Louisiana Hazard Mitigation Plan, Storm
proofing Pumping Stations to improve resiliency of pump
stations during and after hazard occurrences, reduce the
impact of flood and flood related hazards on critical
pumping infrastructure, retrofit pump stations to protect
components from damage, Enhance/Expand Power
Generation including expanded power generation
capability ensuring continuous operating capability of
pump and drainage facilities, as well as water and sewer
operations, reduce the risk of hazard caused power
outages that interrupt critical operations and protect
critical network components to implement specific
protective measures to fortify critical facilities, reduce the
risk of flood related hazards and ensure continued
operation. The plan ultimately assisted the S&WB in
securing $141M in hazard mitigation grant funds for the
Retrofit Power Plant Hazard Mitigation Grant Project.
Canal Bank Rehabilitation (Hurricane Gustav) District 5,
Jefferson Parish, LA, 2010. Project Manager, provided
design engineering services to prepare plans and
specifications, including topographic survey, geotechnical
and resident inspection for repairs and restoration of
certain canal banks and waterways from damage caused
by Hurricane Gustav. The restoration of these banks is
being funded by the USDA‐NCRSEWP, whereby Damage
Survey Reports (DSRs) were generated identifying said
banks. The DSRs included in this scope are DSR Nos. 051‐
08‐042G, 051‐08‐008G and 051‐08‐001G.
Lake Cataouatche Levee Basin, Jefferson Parish, LA,
2005‐2007. Project Manager, responsible for
Watershed/Master 404 Services for 9,500+ acres, which
includes hydraulic and hydrodynamic modeling, storm
surge modeling and wetland delineations. Master 404
Services for 9500+ acres which includes hydraulic &
hydrodynamic modeling, storm surge modeling, wetland
delineations, soil identification, plant identification, base
flood elevations, topographical interpolation/LIDAR,
borrow pit coordination with USACE, geotechnical data
analysis, coordination with USACE HTRW studies and
coordination with cultural resource studies.
Terrebonne Bay, Whiskey Island West Flank
Restoration; Terrebonne Parish, LA, 2004‐2005. Project
Manager, providing coastal engineering support for a
study to restore the west flank of Whiskey Island (one of
five barrier islands comprising Louisiana’s Isles Dernieres
barrier island chain). The chain of barrier islands is
experiencing continued land loss and fragmentation as a
result of both natural processes and human activity.
Coastal engineering, modeling, and design framework
based on the adaptive management approach as
recommended is the recently released LCA Report was
developed. This framework incorporated lessons learned
from the design, construction and monitoring of previous
coastal restoration projects in Louisiana, including coastal
modeling efforts, restoration template designs, and
construction methodologies. A suite of analytical and
numerical modeling tools (using the DELFT morphological
model) to investigate a number of important coastal
processes, including: morphological evolution, overwash,
dune “rollover” and island breaching during extreme
events, sea level rise, sediment losses to adjacent
channels and shoals, and cross‐shore profile equilibration
was adapted.
FEMA/USACE Riverine Flood Insurance Studies, Orleans,
Jefferson, Rapides, Calcasieu, Ascension and St.
Tammany Parishes, LA, 2003‐2005. Project Team
Member and coordinated with FEMA Region VI for
FEMA’s Map Modernization Program. Storm surge
modeling includes Lake Pontchartrain, Lake Borgne,
Barataria Bay and Calcasieu Lake and compiled SELA
hydraulic models for Orleans & Jefferson Parishes
including SWMM, HEC models and previously UNET
models.
Ormond Lakes Hydraulic Analysis, St. Charles Parish
Project No. P030305; St. Charles Parish, LA, 2004. Project
Manager, performed hydraulic analysis of the Lake
Drainage System and Pumping Station included an
evaluation of the hydrological and hydraulic features of
the Lake Drainage System. Accompanying the evaluation
is a recommendation for improvements which included
dredging as alternative and those elements of the system
that will have the greatest positive effect on the system,
while minimizing capital outlay.


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Barataria/Plaquemines Barrier Shoreline Restoration,
Peer Review for the National Oceanic & Atmospheric
Administration (NOAA), Lafourche, Jefferson and
Plaquemines Parish, LA, 2003. Project Team Member
and coordinated performance assessment of two
modeling projects which included Project Area #1:
Chaland Headland – Pass La Mer to Chaland Pass and
Project Area #2: Pelican Island – Pass Fontanelle to
Scofield Pass.
Lower Mississippi River Siphon, LDNR 2503‐01‐03,
Plaquemines Parish, LA, 2001‐2003. Project Team
Member and coordinated engineering evaluation for the
Naomi Siphon (BA‐03) and West Point A La Hache Siphon
(BA‐04) in Plaquemines Parish.
MARINE, WATERWAYS, PORTS & HARBORS
Houma Navigation Channel Lock Complex, Independent
Technical Review, Houma, LA 2016. Project Manager,
providing Independent Technical Review (ITR) of this
project and leading a team of marine structural and
coastal engineers. Houma Navigation Canal (HNC) Lock
Complex is a key component of the Morganza‐to‐the‐Gulf
(M2G) Hurricane Storm Damage Risk Reduction System
(HSDRRS), which includes a lock and floodgate, and will
act as a coastal restoration feature that will reduce
saltwater intrusion to surrounding wetlands and help
protect the City of Houma's potable water intake from
saltwater intrusion. The complex includes two 100ft locks
and one 250ft sector gate, Levee Reaches F1 and F2,
Levee Reach G1 and the Bayou Grand Caillou Floodgate
and Bubba Dove Floodgate. The HNC is a federally
maintained waterway beginning at the Gulf Intracoastal
Waterway (GIWW) in Houma, Louisiana. The canal ends
41 miles south of Houma at the ‐18ft contour (NAVD88)
of the Gulf of Mexico (GOM) after passing through Cat
Island Pass. Construction of the HNC began in 1958 and
officially opened in 1962. The HNC benefits a variety of
users including mineral exploration industry and the
commercial and recreational fishing industry. The
surrounding wetlands have been extremely impacted by
saltwater intrusion, invasive species, channelization,
subsidence, sea level rise, interior marsh loss and bank
line erosion. The result is a fragile ecosystem on the verge
of becoming open water. The HNC was originally
authorized and excavated to a depth of ‐15ft with a
bottom width of 150ft. The HNC Lock Complex is a
hydrologic restoration project and a key component of
the Increase Atchafalaya Flow to Terrebonne project. Its
primary purpose is flood control, salinity control,
freshwater distribution and navigation. The structure is
anticipated to stay closed except for navigation access.
The construction cost for the project is estimated
between $500M‐700M and will be in the design phase
over the next 3 years.
Lower Mississippi River, Port of New Orleans, Fender
Piling Feasibility Study, Poland‐Pauline Wharfs, New
Orleans, LA, 2014. Project Manager, prepared a
feasibility report for fender piling and the Poland‐Pauline
Wharfs. The facility consists of five berths within the
Poland Street Wharf and one berth referred to as Pauline
Street which were all built at different times (1923‐1940).
Berths 1, 2, and 3 are the permanent lay berth for the
Cape Kennedy and Cape Knox RRF vessels. These vessels
are moored IA W Navy Heavy Weather Mooring Service
Type III requirements and do not sortie from the berth
during severe weather. The Port of New Orleans is
currently designing a third cruise terminal at the Poland‐
Pauline Wharfs for the AIDA Cruise Line to berth the ship
VITA for several port of call cruises to be berthed at
Poland Avenue Berths 4 and 5. The VITA carries 1,266
passengers, is 42,289 GT, is 665 ft. long, and needs at
least 21 ft. of draft. In its present condition, due to barge
traffic and tug boats in the area, about 58 out of 133
fender piles are missing in this 800 linear feet berth. The
VITA berth has many fender piles are missing, leaving the
wharf substructure vulnerable to damage by vessel
collisions. Pilings are to be embedded in the riverbed
varying between El. ‐35 ft. and El ‐65 ft. Evaluation of
inspection reports were performed in accordance with
"American Society of Civil Engineers (ASCE) Manuals and
Reports on Engineering Practice No. 101, Underwater
Investigations and Standard Practice Manual" and
Department of Defense Handbook MOORING DESIGN
MIL‐HDBK‐1026/4.
Lower Mississippi River & Inland Waterway Navigation
Study, New Orleans, LA, 2013. Project Team Member


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and coordinated with shallow draft vessel fleet through
Greater New Orleans area and assisted in design guidance
for application to mooring facilities and anchorages
intended to secure vessels during hurricane events along
the Lower Mississippi River, IHNC and Harvey/Algiers
Canals. Coordination included the Greater New Orleans
Barge Fleet Association, American Waterways Operators,
Gulf Intercoastal Waterway Association, US Coast Guard,
Port of New Orleans, Canal Barge, Ingram Barge, Kirby
Inland Marine, Turn Services / Associated Terminals and
various marine terminals and barge fleeting operators
utilizing dead man moored vessels. Mooring criteria
evaluated included TN N‐1628 (1982) Wind‐Induced
Steady Loads on Ships; DM 26.4 (1986) Fixed Moorings;
DM 26.5 (1985) Fleet Moorings; TR‐6003‐OCN (1997)
Wind and Current Forces/Moments on Multiple Ships;
UFC 4‐159‐03 (2005) Design: Moorings; OCIMF (1992,
1997, 2008). Mooring Equipment Guidelines; BS 6349‐1
(1989) Part 1: Code of practice for general criteria; BS
6349‐6 (1989) Part 6: Design of inshore moorings and
floating structures; DNV‐RP‐C205 (2010) Environmental
Conditions and Environ‐mental Loads; PrEN 1991‐1‐4.
Eurocode 1: Actions on structures – Wind actions; PIANC
(1995) Criteria for Movements of Moored Ships in
Harbours; API RP 2SK (2005) Stationkeeping Systems for
Floating Structures.
Lake Pontchartrain, New Orleans Municipal Yacht
Harbor, FEMA PW(s) 11698, 11803, 11841, 11160, 7208,
7393 & 7396 Orleans Parish, LA, 2009‐2010. Project
Manager, including sediment sampling, bathymetry, tidal
data, topographical surveys, applications for Section 404,
Section 10 and Coastal Use Permits, dredge design
including all cross‐sections, structural pier assessments in
accordance with PIANC, UFC, USACE and ASCE (Report
50) standards. The undertaking included development of
three Preliminary Design Alternatives, Hydrodynamic and
Storm Surge Modeling and Coastal Engineering,
producing Final Deliverable, Plans & Specifications,
providing Inland Testing Manuel Tier II Sampling &
Analysis and Recap in accordance with the USEPA, LDEQ
and USACE guidelines, providing all permitting services
for LDNR, LDEQ and USACE, providing oversight of the
geotechnical, hazard, bathymetric and land‐side
surveying services. Also performed a Phase II ESA on the
New Orleans Municipal Yacht Harbor (MYH) sediments
where the sediment was tested and compared to risk
assessment (RECAP) standards. A total of 18 boreholes
were advanced. Samples were collected at established
intervals. Field boring logs and office generated boring
logs for the same boreholes were checked where a
QA/QC was performed between the two field geologist
logs.
Lower Mississippi River Sand Mining / Scofield Island
Restoration (BA‐40), Scoping Phase, Plaquemines
Parish, LA, 2006. Project Team Member and coordinated
the scoping of the design & permitting of this proposed
sand mining operation located in Plaquemines Parish. The
volume of the sand to be mined is estimated between
3Mcy and 4Mcy. The Limits of Permissible Excavation in
the river will be compliant with MVN Standard Drawing
File No. H‐8‐45755. Further, all access to the batture near
the borrow site will be proposed by levee ramps
complaint with MVN Standard Drawing File No. H‐18‐
24854. All anchorages and barge fleeting areas along with
riverbank revetments were identified.
Lower Mississippi River, Marine Terminal and Dock,
Vopak Terminal, Westwego, LA, 2006. Project Manager,
dredge design for marine terminal and dock. The Limits of
Permissible Excavation in the river were compliant with
MVN Standard Drawing File No. H‐8‐45755. Further, all
access to the marine terminal and dock via levee ramps
were designed complaint with MVN Standard Drawing
File No. H‐18‐24854. All anchorages and barge fleeting
areas along with riverbank revetments were identified.
Empire Water Way Boat Hoist, Pier and Bulkhead with
Incidental Dredging, EN‐20‐010‐2415 & P20001891;
Plaquemines Parish, LA, 2005. Project Manager,
responsible for the design & permitting of a proposed
pier and bulk‐head on the Empire Waterway that
included dredging. Task(s) included super‐imposing the
right‐of‐way maps of the Empire Waterway onto the site
survey and cross‐sections. Design included 8” steel pipe
and decking.
Lower Mississippi River Sand Mining Design &
Permitting – Westwego Facility (EI‐20‐020‐0695),


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Jefferson Parish, LA, 2001 & 2006. Project Manager,
responsible for the design & permitting of these sand
mining operation located in Westwego. The capacity of
the stockpile is 200,000 cubic yards at Westwego and
pumped twice a year. The capacity of the borrow area is
1,500,000 cubic yards at Westwego. The Limits of
Permissible Stockpile on the riverbank were compliant
with MVN Standard Drawing File No. H‐8‐45756. The
Limits of Permissible Excavation in the river were
compliant with MVN Standard Drawing File No. H‐8‐
45755. Further, all access to the batture by levee ramps
Lower Mississippi River Sand Mining Design &
Permitting – Lower Coast Algiers (EI‐20‐020‐0693),
Algiers, LA, 2001 & 2006. Project Manager, responsible
for the design & permitting of these sand mining
operation located in Lower Coast Algiers. The capacity of
the stockpile at Lower Coast Algiers area was calculated
to be 195,000 cubic yards and the pit is pumped twice a
year. The capacity of the borrow area for Lower Coast
Algiers was calculated to be 3,300,000 cubic yards. The
Limits of Permissible Stockpile on the riverbank were
compliant with MVN Standard Drawing File No. H‐8‐
45756. The Limits of Permissible Excavation in the river
were compliant with MVN Standard Drawing File No. H‐
8‐45755. Further, all access to the batture by levee ramps
Inland Bay Oil Platform / Marine Terminal SPCC/NPDES
Evaluation, June Energy, Inc./TORCH, Grand Coquille
Bay and Empire, LA, 1998. Project Manager, regulatory
Evaluation of offshore platform including dock and
closure of 29‐B Production Operations.
USEPA Environmental Impact Statement, Region 6,
Third Party Contractor (TPC), Formosa Plastics
Corporation, Texas Facilities Expansion, Pt. Comfort, TX.
(1992) Environmental Specialist, served on the Third
Party Contractor (TPC) for the preparation of the NEPA
EIS for a $1.3B plant expansion over a 1,600 acre site in
order to manufacture chemical compounds primarily PVC
(polyvinyl chloride) pipe and products. Under the TPC
approach, EPA directed and managed the EIS preparation
paid for by Formosa. Mr. Lambert was responsible for
summarizing public comments from public meetings and
wrote the accidental release assessment from tankers,
barges, rail and truck increased by the construction of the
expansion. A spill was identified a major environmental
impact. The risk of accidental releases from marine spills
posed a threat to the Lavaca Bay environment via the
Matagorda Ship Channel and the Gulf Intercoastal
Waterway. The modern facilities at the Port of Point
Comfort minimized spills with the probability of major
spills from a shipping collision or accident as very low.
Effects of a spill were strongly dependent on the location
of the event and the type and amount of material spilled.
A significant spill would be a major adverse impact.
Agency Project # EPA 906/07‐92‐001
Marine Terminal Evaluation with Hazardous Waste
Above‐ground Storage Tanks, Solid Waste Management
Units and Wastewater Treatment Unit, Exxon Chemical
(USA), Inc., Baton Rouge, LA, 1992. Project Team
Member and coordinated regulatory Evaluation of
Hazardous Waste Above‐ground Storage Tanks, Solid
Waste Management Units and Wastewater Treatment
Unit
Marine Oil Terminal Assessment with Bulk Liquid
Storage, BP Oil, Port Sulphur, LA, 1991. Project Team
Member and coordinated regulatory Evaluation of
Hazardous and Solid Waste Management and Marine
Terminal Operations.
Marine Terminal Evaluation with Bulk Liquid Storage
and Magnesium Ox‐ide Solids Centrifuge Rejects, WITCO
Corporation, Gretna, LA, 1991. Project Team Member
and coordinated regulatory Evaluation of Magnesium
Oxide Solids Centrifuge Rejects and Marine Terminal
Operations.
Marine Terminal Evaluation of Barge, Rail and Truck
Loading/Unloading Operations, Westlake Styrene,
Sulphur, LA, 1990. Project Team Member and
coordinated regulatory Evaluation of Barge, Rail and
Truck Loading Operations.


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Marine Terminal Evaluation for NEPA EIS of Formosa
Plastics $1.5B Plant Expansion including Waterway
Impacts, Pointe Comfort, TX, 1990. Project Team
Member and coordinated evaluation of Sodium
Hydroxide Accidental Release (by rail, truck and
barge/ship) as part of a NEPA EIS in conjunction with a
NPDES permit(s) application and included barge
operations along the GIWW and berthing facility.
Marine Oil Terminal with Bulk Liquid Storage and
Remedial RCRA Investigation/Feasibility Study, Delta
Commodities, Inc., Harvey, LA, 1988. Project Team
Member and coordinated soil sampling and monitoring
well installation in tank farm serviced by marine terminal
loading/off‐loading.
Marine Oil Terminal with Bulk Liquid Rail and Tank Farm,
Southern Pacific Railroad, Avondale, LA, 1988. Project
Manager at Leaking Oilfield Tank Battery near Bayou
Sauvage National Wildlife Refuge.
VESSEL COLLISION AND WATERWAY CROSSING OF
HYDRAULIC STRUCTURES
Bayou St. John (Park Island) Bridge, Orleans Parish, LA,
2010‐2012. Project Manager, providing construction &
inspection services for the bridge crossing over Bayou St.
John, a designated Louisiana Historic and Scenic River
(Act 267, Enacted by the Legislature of Louisiana July 18,
1982)
Florida Avenue Bridge – Poland Avenue/Alvar Street to
Tupelo Street, Orleans Parish, LA, 2005‐2007. Project
Manager, peer review of preliminary & final plans and
specifications for the Florida Ave Bridge over the Inner
Harbor Navigational Canal. Tasks include constructability
review and research, use of Accelerated Construction
Technology Transfer (ACTT) techniques, and
investigation/preparation to reduce impact on traffic
disruptions on rehabilitation segments along with
identifying all utilities such as a 48" water main. Vessel
collisions guidelines considered under AASHTO Guide
Specifications and Commentary for Vessel Collision
Design of Highway Bridges, 2nd Edition, with 2010
Interim Revisions.
Bayou Dularge Bridge Pier Protection System (includes
Bridge Hydraulic Analysis, Marine Structural
Assessment/Vessel Collision) Terrebonne Parish, LA,
2000‐2001. Project Team Member and coordinated
preparation of a Claim for Equitable Adjustment on
behalf of the contractor. The basis of the claim was due
to a gross benchmark error in hydraulic data discovered
during construction oversight. The DOTD reported the
benchmark as the vertical control point at elevation +9.0
NAVD 88. Subsequent surveys by CMC and LDOTD proved
the correct elevation to be at +7.3 NAVD 88, an error of
1.7 feet. Claim included: Significant error in the vertical
control point elevation affecting Item No. 805(07), Class
S Concrete, Item No. 805(02), Class A(m) Concrete, Item
No. 806(01) Deformed Reinforced Steel and Item No.
804(04)J, Pipe Piles; Failure to convert the datum
properly affecting Item No. 805(07), Class S Concrete,
Item No. 805(02), Class A(m) Concrete, Item No. 806(01)
Deformed Reinforced Steel and Item No. 804(04)J, Pipe
Piles; Lack of historical data for high tide and low tide
between circa 1975 and 1998 affecting Item No. 805(07),
Class S Concrete, Item No. 805(02), Class A(m) Concrete,
Item No. 806(01) Deformed Reinforced Steel and Item
No. 804(04)J, Pipe Piles; In‐correct number of units on
Item No. 202(02)I, Removal of Existing Timber Fender
System; Unforeseen conditions, such as obstructions and
welded structural elements, to Item No. 202(02)J,
Removal of Existing Dolphins. Vessel collision guidelines
considered under 1991 AASHTO Guide Specifications and
Commentary for Vessel.
Bridge Load Rating LFM Update contract for District 02
& 07, LA, 1999. Project Team Member and coordinated
categorizing 93 existing steel and pre‐stressed concreted
bridge structures by District, Structure No., Route, Recall
No., Type, Year and Design Load. Each drawing was
obtained through DOTD General Files and all roll numbers
were marked. All data was placed in a spreadsheet to
prioritize prior to running the Bridge Loading software.
Vessel collision guidelines considered under 1991
AASHTO Guide Specifications and Commentary for
Vessel.
Bayou Segnette ‐ Lapalco Blvd. Bridge (US90 to
Westwood Dr.), Jefferson Parish, LA, 1998‐1999. Project


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Manager, provided impact modeling and Section 4(f)
Evaluation including new Bridge over navigable
waterway, Bayou Segnette for Section 10 permitting
through the Bayou Segnette State Park of a two‐lane
widening and navigable canal crossing using 1991
AASHTO Guide Specifications and Commentary for
Vessel.
NEPA AND DESIGN OF TRANSPORTATION &
TRANSIT SYSTEMS
DOTD S.P. 700‐26‐0289, NEPA Environmental
Assessment, Veterans Memorial Boulevard Widening,
Jefferson Parish, LA, 2009‐2011. Provided NEPA EA for
this road improvement under the Urban Systems
Program for the DOTD and the Regional Planning
Commission. Includes a Phase I ESA, Wet‐land
Delineation, Noise Study and familiarity with 24 CFR Part
58, and other federal laws and authorities, including the
National Historic Preservation Act, Executive Order 11988
(Floodplain Management), Executive Order 11990
(Wetland Protection), Clean Air Act, 24 CFR Part 51,
Executive Order 12898 (Environmental Justice), Coastal
Zone Management Act of 1972, Coastal Barrier Resources
Act of 1982, Endangered Species Act of 1973, and Wild
and Scenic Rivers Act of 1968.
Assessment, Earhart Expressway/Causeway
Interchange, Route LA 3139, Jefferson Parish, LA, 2005‐
2007. Preparation of NEPA documentation to support
LADOTD’s Feasibility Study for interchange to connect the
two highways included noise & air quality modeling.
Assessment, Harvey Boulevard (Wall Boulevard to
Peters Road), Jefferson Parish, LA, 2003‐2006. Provided
NEPA EA for this road improvement under the Urban
Systems Pro‐gram for the DOTD and the Regional
Planning Commission. Includes a Phase I ESA, Wetland
Delineation, Noise Study and familiarity with 24 CFR Part
58, and other federal laws and authorities, including the
National Historic Preservation Act, Executive Order 11988
(Floodplain Management), Executive Order 11990
(Wetland Protection), Clean Air Act, 24 CFR Part 51,
Executive Order 12898 (Environmental Justice), Coastal
Zone Management Act of 1972, Coastal Barrier Resources
Act of 1982, Endangered Species Act of 1973, and Wild
and Scenic Rivers Act of 1968.
Assessment, Hamilton Road (I‐20 to Benton Road),
Bossier Parish, LA, 2004‐2006. Provide air quality and
noise modeling as part of preparation of EA during project
planning. Examined multiple alignments and various
types of roadways (divided, curb‐and‐gutter, etc.)
DOTD S.P. 700‐52‐0124 (TIMED); NEPA Environmental
Impact Statement (EIS); I‐12 to Bush, Route LA 3241, St.
Tammany Parish, LA, 2003‐2006. Preparation of
Environmental Assessment during project planning.
Examined multiple alignments and various types of
roadways (divided, curb and gutter, etc.) included noise
and air quality modeling.
Assessment, Relocated LA 1138‐2, Route LA 1138‐2,
Calcasieu, LA, 2004‐2006. Preparation of NEPA
documentation to support DOTD’s Feasibility Study for
interchange to connect the two highways included noise
and air quality modeling.
Assessment, Jones Creek Road, East Baton Rouge Parish,
LA, 2004‐2005. Preparation of the Environmental
Assessment. Project involved widening an existing urban
two‐lane facility to five‐lane facility included noise & air
quality modeling.
Assessment, Peters Road Widening, Jefferson Parish, LA,
2004‐2006. Preparation of Environmental Assessment
during project planning. Examined multiple alignments
and various types of roadways (divided, curb and gutter,
etc.) included noise and air quality modeling.
Assessment, Central Thruway, East Baton Rouge Parish,
LA, 2002‐2003. Noise modeling for new four‐lane, divided
facility.
Assessment, Lapalco Blvd. Extension (US90 to
Westwood Dr.), Jefferson Parish, LA, 1998‐1999.


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Provided air, noise and hydrologic impact modeling,
Phase I ESAs, oversaw wet‐land and historical/cultural
resources surveys, traffic projects, line & grade, Section
4(f) Evaluation including new Bridge over Bayou Segnette
(Section 10) through the Bayou Segnette State Park and
two‐lane widening, etc.
Assessment, Lapalco Blvd. Extension (Westwood Dr. to
Barataria Boulevard), Jefferson Parish, LA, 1998‐1999.
Provided air, noise and hydrologic impact modeling,
Phase I ESAs, oversaw wetland and historical/cultural
resources surveys, traffic projections, line & grade, for a
two‐lane widening, etc.
Canal Street Streetcar (Redline) Emergency Installation
of a Portable Electric Substation provide by the
Massachusetts Bay Transportation Authority (MBTA),
Regional Transit Authority, Orleans Parish, LA, 2006. A
22‐year‐old portable electric substation contained in a
60ft tractor trailer was loaned by the MBTA to the RTA to
run the Redline along Canal Street. The station contained
rectifiers that converted alternating‐current electricity
into the direct current. Provided permitting and oversight
for the installation of the unit adjacent to the RTA Canal
Street Facility along N. White Street.
Canal Boulevard Streetcar & Bus Terminal, Fatal Flaws
and FTA Categorical Exclusion Checklist,
LA030072.1065.1372102T4, Regional Transit Authority,
Orleans Parish, LA, 2005. Review of conceptual design for
the terminal; Review of the NEPA Environmental Impact
Statement for the Canal Street Streetcar prepared in July
of 1997; Review of the Major Investment Study and the
Canal Street Corridor Project prepared in March of 1995;
Review of Geotechnical Data obtained for evaluation with
respect to the conceptual design; Review of the funding
sources for the extension project and its compliance
under Section 303(a)(51) of TEA‐21, the Full Funding
Grant Agreement and Section 5309 New Starts funding
requirements; Reviewed the System Linkage, Streetcar
Capacity, Transportation Demand, and Governmental
Authority and Funding (as discussed above); Prepared the
Environmental Fatal Flaws Analysis of the project;
Prepared the Technical Feasibility of the project; and
Prepared the Financial Implications of the project.
Prepared the Supplement to the Categorical Exclusion
Checklist (Section 771.117(d)) which included: Detailed
Project Description; Location; Metropolitan Planning and
Air Quality Conformity; Zoning; Traffic Impacts; CO Hot
Spots; Historic Resources; Noise; Vibration; Acquisitions
& Relocations; Hazardous Materials; Community
Disruption and Environmental Justice; Use of Public
Parkland and Recreation Areas; Impact on Wetlands;
Floodplain Impacts; Impacts on Water Quality, Navigable
Waterways & Coastal Zone; Impacts on Ecologically‐
Sensitive Areas and Endangered Species; Impacts on
Safety and Security; and Impacts Caused by Construction.
NOAB 15‐07‐01, North Perimeter Road Improvements
and Runway 6‐24 Conversion Design Services, Louis
Armstrong International Airport, 2009‐2011. Provided
design engineering services for North Perimeter Road and
the conversion of Runway 6‐24 to a Taxiway.
DPW 2005‐E02, Design of Old Spanish Trail, City of New
Orleans, LA, 2008‐2012. Provided design services for the
project, which involved total reconstruction, concrete
and asphalt and all utilities (water, sewer and drainage).
DOTD S.P. H.007213, Veterans Memorial Boulevard
Expansion, City of Kenner, LA, 2008‐2012. Provide design
services for the widening of Veterans Memorial
Boulevard (four‐lane Boulevard) from Loyola Drive to the
St. Charles Parish line. The project also includes bridge
replacement.
DOTD S.P. 742‐26‐0056, Lapalco Boulevard Overlay
(Murphy Canal to Brooklyn Avenue), Jefferson Parish,
LA, 2005‐2007. Provided design services for asphalt
overlay and curb & gutter reconstruction.
DOTD S.P. 713‐36‐0100 [Construction Inspection]; Off‐
System Highway Bridge Program, Bayou St. John (Park
Island), Orleans Parish, LA, 2010‐2012. Providing
construction & inspection services for the project.
DOTD S.P. 742‐36‐0116 [Construction Inspection], FAP
No. STE‐3602(512); Fleur de Lis Drive Improvements,
Phase I; Orleans Parish, LA, 2007‐2009. Provided
construction inspection services for this project.


13/12

DOTD S.P. 700‐92‐0016 (TIMED); Florida Avenue Bridge
– Poland Avenue/Alvar Street to Tupelo Street, Orleans
Parish, LA, 2005‐2007. Preliminary & final plans and
specifications peer review & constructability review for
the Florida Ave Bridge over the Inner Harbor Navigational
Canal. Tasks include constructability research, use of
Accelerated Construction Technology Transfer (ACTT),
and investigation/preparation to reduce impact on traffic
disruptions on rehabilitation segments along with
identifying all utilities such as a 48" water main.
I‐49 Alignment Coordination for Jefferson Parish, Bayou
Segnette/Lake Cataouatche Study Area, Jefferson
Parish, LA, 2005‐2007. Alignment review: future street,
sewer, drainage, and water evaluation.
31st Street Design – Overlay & Total Reconstruction
Design/Construction Engineering & Inspection Services,
City of Kenner, LA, 2002‐2003. Design the overlay & total
reconstruct segments of 31st Street which includes an
analysis of the drainage System and pumping Station
present. The analysis consisted of an evaluation of all
utilities including waterlines. Features of the drainage
system and subsequent evaluation recommended the
need for improvements which included waterlines &
other utilities with the greatest impact/positive effect on
the system, while minimizing capital outlay.
Recommendations were made for improvements to the
Drainage System using StormCAD and checked against
the Rational Method. Also provided construction
administration.
Rio Vista Subdivision Design, Jefferson Parish, LA, 2005‐
2007. Designed a 34 Lot Subdivision which includes an
analysis of new drainage, water and sewer infrastructure
and tie‐in. Analysis consisted of an evaluation of the
hydrological and hydraulic features of the three systems.
Accompanying the evaluation is a recommendation for
the improvement which included elements of the system
that will have the greatest positive effect on the system,
while minimizing capital investment.
DOTD S.P. 744‐52‐0020; Tammany Trace Bicycle Tunnel,
St. Tammany Parish, LA, 2001‐2002. Prepared the
Tammany Trace Bicycle Tunnel Traffic Plan.
DOTD S.P. 245‐90‐0051; Bayou Dularge Pier Protection
System (includes Bridge Hydraulic Analysis, Marine
Structural Assessment/Vessel Collision) Terrebonne
Parish, LA, 2000‐2001. Prepared a Claim for Equitable
Adjustment on behalf of the contractor. The basis of the
claim was due to a gross benchmark error in hydraulic
data discovered during construction oversight. The DOTD
reported the benchmark as the vertical control point at
elevation +9.0 NAVD 88. Subsequent surveys by CMC and
LDOTD proved the correct elevation to be at +7.3 NAVD
88, an error of 1.7 feet. Claim included: Significant error
in the vertical control point elevation affecting Item No.
805(07), Class S Concrete, Item No. 805(02), Class A(m)
Concrete, Item No. 806(01) Deformed Reinforced Steel
and Item No. 804(04)J, Pipe Piles; Failure to convert the
datum properly affecting Item No. 805(07), Class S
Concrete, Item No. 805(02), Class A(m) Concrete, Item
No. 806(01) Deformed Reinforced Steel and Item No.
804(04)J, Pipe Piles; Lack of historical data for high tide
and low tide between circa 1975 and 1998 affecting Item
No. 805(07), Class S Concrete, Item No. 805(02), Class
A(m) Concrete, Item No. 806(01) Deformed Reinforced
Steel and Item No. 804(04)J, Pipe Piles; Incorrect number
of units on Item No. 202(02)I, Removal of Existing Timber
Fender System; Unforeseen conditions, such as
obstructions and welded structural elements, to Item No.
202(02)J, Removal of Existing Dolphins.
DOTD S.P. 700‐99‐0197; Bridge Load Rating LFM Update
contract for District 02 & 07, 1999. Responsible for
categorizing 93 existing steel and pre‐stressed concreted
bridge structures by District, Structure No., Route, Recall
No., Type, Year and Design Load. Each drawing was
obtained through DOTD General Files and all roll numbers
were marked. All data was placed in a spreadsheet to
prioritize prior to running the Bridge Loading software.
MUNICIPAL & PUBLIC WORKS/UTILITIES
Hazard Mitigation Plan for the Sewerage & Water Board
of New Orleans, Sewerage & Water Board of New
Orleans Office of Emergency Management and the
Environmental Affairs Division, New Orleans, LA, 2008‐
2010. Provided a Hazard Mitigation Plan to include
vulnerability analysis and hazards to critical facilities,


14/12

identifying repetitive losses and how to reduce those
losses and decrease the response time to a natural or
man‐made hazards. The purpose of the Plan is also to
integrate Hazard Mitigation strategies into the day‐to‐
day activities and programs of the Sewerage and Water
Board of New Orleans (S&WB). The plan was prepared to
meet the Disaster Mitigation Act of 2000 (DMA 2000)
requirements in order to maintain the S&WB’s eligibility
for the Federal Emergency Management Agency (FEMA)
Pre‐Disaster Mitigation (PDM) and Hazard Mitigation
Grant Programs (HMGP). More importantly, the plan and
planning process lays out the strategy that will enable the
S&WB to become less vulnerable to future disaster
losses.
Sewer Improvement Program ‐ 42nd & Illinois Force
Main Design, City of Kenner, LA, 2009‐2010. Provide
design services for the replacement of an existing 12”
sewer force main approximately 2 miles from 42nd Street
to Illinois Street. The project, which encompasses
approximately $800,000 in construction, includes
analysis of the existing condition of the sewer force main
defined and recommendations (replace where applicable
and required). It further includes the design of a canal
crossing where appropriate (either above or below canal
cross‐section) and utility conflicts with other utilities such
as waterlines.
Iris Avenue Waterline Replacement Project, Council
District 2, Jefferson Parish, LA, 2010‐2012. Provided to
provide design engineering services for this waterline
replacement project in Council District 2 of Jefferson
Parish.
Program Management for Identifying and Obtaining
Funding Sources for New or Rehabilitated Facilities to
Restore Infrastructure damaged by Hurricane Katrina,
City of Gretna, LA, 2009‐2011. Services included
identifying and obtaining funding sources for new or
rehabilitated facilities to restore infrastructure of the City
of Gretna that was damaged by Hurricane Katrina. This
Program Management requires knowledge of policies,
procedures and programs of the Federal Emergency
Management Agency (FEMA), the Governor’s Office of
Homeland Security (GOSHEP), and the Louisiana
Recovery Authority (LRA) and any other agency that
oversees Hurricane Recovery programs in the State of
Louisiana. Reviewed of all waterline related PWs.
Barataria Waterline Extension (McMurtry Street to
Trahan Street, Crown Point), JPPW 2001‐009‐WR, Crown
Point, Jefferson Parish, LA, 2005‐2007. Provided design
and construction administration services for this
waterline project and resident inspection.
ENVIRONMENTAL ENGINEERING
Brownfields Phase I, Phase II Environmental Site
Assessments, RECAP Study and QAPP, Former
Bennigan’s Restaurant (Corner of Veterans & Severn),
Jefferson Parish, LA, 2010‐2011. Prepared Phase I &
Phase II ESA, QAPP for Brownfields and RECAP Study.
Brownfields Phase I & II Environmental Site Assessment,
Old Davis Concrete Plant, Jefferson Parish, LA, 2009.
Performed Phase I & II ESA for Old Davis Concrete Plant
from Task order from Res. 105956, Miscellaneous
Environmental Services.
South New Orleans Subdivision (Squares 6 & 7),
Petroleum Assessment Grant, Project #EPA‐BFS‐JP‐CS,
Regional Planning Commission Brown‐fields
Redevelopment Program, Jefferson Parish, Harvey, LA,
2007. Provided Phase I ESA
Brownfields Phase II Environmental Site Assessment,
Midship Marine, Jefferson Parish, LA, 2004. Performed
Phase II ESA for the old Texaco/Chevron Pipe Laydown
yard on the Harvey Canal.
Louisiana National Guard, Camp Beauregard Training
Facility including Firing Ranges, Pineville, LA, 2003‐2005.
Provided engineering & planning services (Environmental
Installation Management Plan), including 7 firing ranges
and various other military operations included noise
modeling for firing ranges, roads and airport/heliport
facilities.
Louisiana National Guard, Camp Villere Training Facility
including Firing Ranges, Slidell, LA, 2003‐2005. Provided
engineering & planning services (Environmental
Installation Management Plan), including 4 firing ranges


15/12

and various other military operations included noise
modeling for firing ranges, roads and heliport facilities.
Air Quality Technical Consultant, Shreveport‐Bossier
City MSA Caddo, Webster, and Bossier Parishes, LA,
2003‐2004. Responsible for inventories of marine and
stationary sources based on the U.S. EPA National
Emission Inventory, Version 2 database. Compiled
emission inventories for stationary & mobile sources for
this Early Action Compact Regional Air Quality Modeling
included seasonal and temporal allocation factors from
the top fifteen 15 nitrogen oxide (NOx) industrial
emission point sources in Bossier, Caddo and Webster
Parishes. The plants included Minden Gas Plant, Springhill
Compressor Station, ADA Plant and State Line
Compressor Station. Also responsible for input in running
MOBILE6 with average in‐use fleet emission factors for
volatile organic compounds (VOC), oxides of nitrogen
(NOx) and carbon mon‐oxide (CO) for eight categories of
vehicles.
Sempra Energy Resources: Bonnet Carré Facility Gas
Turbine Installation (including Railroad ROW Impact
Assessment), St. John the Baptist Parish, LA, 2003.
Provided noise modeling for gas turbine plant including
rail noise.
FEMA Debris Inspection for Hurricanes Lili & Isadore,
Jefferson Parish, LA, 2002. Provided inspection services
for debris hauling.
Churchill Energy/CVS Holding, Starks Gas Field Air
Emissions Inventories and Title V Permitting, Starks, LA,
2002‐2003. Provided emissions estimates for flare, tanks,
glycol reboilers and general operations at the Starks Gas
Field.
Old Matlack Truck Wash (now managed by Quality
Carriers) RECAP Investigation & Voluntary Cleanup
Program, St. Rose, LA, 2002. RECAP Investigation,
includes evaluation of foundations (pilings, reinforced
concrete, 12‐inch concrete slag, etc.) surrounded by
diesel‐contaminated soils.
Louisiana DEQ Type III Permitting and Conditional Use
Permit, City of New Orleans, LA, 2002. Provided
permitting of construction & demolition landfill and
supporting plans and drawings.
Regional Planning Commission ‐ Brownfields
Redevelopment Initiative (originally for the Parishes of
Jefferson, Orleans, Plaquemines, St. Bernard and St.
Tammany, LA, 1999‐2000. Provided Phase I ESAs.
QAPP for the David Drive Jefferson Parish Incinerator,
Jefferson, LA, 2000. Provided QAPP for Phase II ESA.
Landfill Gas Collection Plan & Title V Permitting, Kelvin
Tract, Waggaman, LA, 1998‐1999. Provided landfill gas
collection design services and air permitting for Jefferson
Parish.
BUILDINGS
Buffalo Wild Wings Restaurant, Metairie, Louisiana
(2011‐2012). The project involves a 13,350 sf restaurant
located at the corner of Veterans Memorial Boulevard
and Severn Avenue. The design calls for a two‐story
establishment with 493 seats and patios on the ground
floor and the roof. Provided complete turnkey
architectural/engineering (A/E) services, which includes
civil, structural, environmental, mechanical, electrical,
plumbing and all architectural work. Of particular note;
the restaurant is located at the former Bennigan’s
Restaurant location which is classified as a Brownfields
site. Also provided special use permitting and a
resubdivision for Zone BC‐2, CPZ compliance.
Environmental Review Record for the Demolition of 24
Units in 8 Buildings, Housing Authority of Morgan City,
Morgan City, Louisiana (2010‐2011). Performed all AE
services for this contract including Phase I ESA, Hazard
Survey and NEPA EA Checklist under HUD. The demolition
including 8 buildings of which some contained ACM tiles.
All HUD documentation including environmental studies
were prepared.
Assessment of City‐Owned Properties (Covered by
Insurance), City of New Orleans, Louisiana (2006‐2007).
Inspected multiple City‐Owned Properties throughout
the City of New Orleans following Hurricanes Katrina and
Rita. The reports, prepared for the City of New Orleans’
underwriter for these properties, were in accordance


16/12

with the procedures of Applied Technology Council (ATC),
a nonprofit, tax‐exempt corporation established in 1973
through the efforts of the Structural Engineers in
California. ATC’s mission involves the development of
state‐of‐the‐art, user‐friendly engineering resources and
applications for uses in mitigating the effects of natural
and other hazards on the built environment. In the late
1990s, the ATC commenced the development of the ATC‐
45 Field Manual for evaluating the safety of structures
damaged by wind‐storms and floods. The impetus for the
document arose from the devastation caused by
damaging hurricanes that struck the coastal regions of
the southeast‐ern United States and the Hawaiian island
of Kauai earlier in the 1990s, including Hurricanes
Andrew, Fran and Iniki. The intended audience of the
manual consists of building officials, design professionals
(architects, engineers and inspectors) and other
emergency response personnel who are called upon after
windstorms and floods to determine whether damaged,
or potentially damaged, buildings are safe for occupancy,
or if entry should be restricted or prohibited.
Abatement & Renovation of Andrew Wilson Elementary
School Cottage, Recovery School District (RSD 2009‐
0744‐0001) New Orleans, Louisiana (2009‐2010).
Performed renovation design services including asbestos
and lead paint testing, analysis, and design. A Phase II ESA
was performed; lead was found. Provided all design
services (to be followed by construction administration).
Historic Properties with Phase I ESAs and Builder’s Risk
Inspection including ATC Safety Inspection, New
Orleans, La (2006‐2008). Performed inspection on the
following properties: 615 Conti, 525 Jefferson Avenue,
815 St. Charles Avenue, 11452 Magazine Street, 3038
Earhart, 3900 Veterans, 4846 Magazine, 807 Canal Street,
1933 N Rampart, 6100‐08 Magazine Street, 2831 St.
Charles Avenue, 210 Decatur, 701 S Military, 2833
Napoleon Avenue, 2024 Audubon Street.
Demolition of Osborne Elementary School, Recovery
School District (RSD 2008‐0653‐001), New Orleans, La
(2009‐2010). Performed demolition design including
asbestos and lead paint testing, analysis, and design.
Included Phase I and Phase II ESAs.
Demolition of Sherwood Forest Elementary School,
Recovery School District (RSD 2008‐0656‐001), New
Orleans, La (2009‐2010). Performed all demolition design
including asbestos and lead paint testing, analysis and
design, and all civil engineering. Included Phase I and
Phase II ESAs.
Thomy Lafon Elementary School, Recovery School
District (RSD 2009‐0744‐0001), New Orleans, La (2009‐
2010). Performed a Phase I ESA and Phase II ESA. This site
is under consideration in accordance with Section 106 of
the National Historic Preservation Act.
Alice Harte Elementary School, Orleans Parish School
Board, Project No. 2010‐0786‐0001, New Orleans, La
(2009‐2010). Performed a Phase I ESA.
Astor Crowne at Bourbon Street and Canal Street, New
Orleans, La (2000). Construction Manager of demolition
as well as sitework, including bid‐ding, bonding, safety
plan, schedules, traffic plans, demolition permit
assistance, and foundation removal.
Three ExxonMobil Gas Stations, Redevelopment
Building Permit Assistance, St. Tammany, East Baton
Rouge and Orleans Parishes, La (2000‐2002). Provided
inspection and permitting services.
Sixteen Popeyes Redevelopment Building Permit and
Inspection Assistance in Jefferson and Orleans Parishes,
La (2000‐2002). Provided Inspection and permitting
services.
Christ Temple Church, Upper Ninth Ward, New Orleans,
La (2002). Provided Building Permit Assistance and
Inspection Assistance in Orleans Parish.

Dennis Lambert complete 8.30.17

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Dennis Lambert complete 8.30.17