Dennis G. Lambert is a civil and environmental engineer with 27 years of experience specializing in coastal, marine, and environmental engineering projects. He has a Master's degree in environmental engineering from Tulane University and is a registered professional engineer in Louisiana. He has worked on numerous coastal restoration, flood protection, and ecosystem restoration projects along the Louisiana and Mississippi coastlines involving hydraulic modeling, navigation impacts, and barrier island restoration. His experience also includes work on marine terminals, dredging projects, and flood risk assessments. He is an active member of several professional engineering organizations.

1.
Dennis G. Lambert, P.E., MASCE
POSITION: Chief Market Manager, COWI Marine North America
SPECIALIZATION: Coastal, Marine and Environmental Engineering
YEARS EXPERIENCE: 27
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:
Registered Civil Engineer, 2000, LA PE.0029326
Registered Environmental Engineer, 2000, LA PE.0029326
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)
Louisiana Civil Engineering Conference & Show Committee Member
Tulane School of Science & Engineering Council
Louisiana Engineering Society
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
KEY QUALIFICATIONS
Mr. Lambert's work has focused on coastal, marine & environmental engineering
including the interface between navigation and ecosystem restoration, navigation and
flood protection, marine design, basin‐wide modeling and barrier island restoration.
His marine experience includes marine terminals, marinas, boat launches and
bulkheads, docks and wharfs, dredging, barge loading and unloading, barge traffic
analysis and vessel collision.

2. Dennis G. Lambert, P.E., MASCE
2/11
DIVERSIONS, ECOSYSTEM RESTORATION, FLOOD
PROTECTION & HYDRAULIC ENGINEERING
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 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

3. Dennis G. Lambert, P.E., MASCE
3/11
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.
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.

4. Dennis G. Lambert, P.E., MASCE
4/11
MARINE, WATERWAYS, PORTS & HARBORS
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
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 Multi‐ple 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.

5. Dennis G. Lambert, P.E., MASCE
5/11
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),
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 West‐wego 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
were designed 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 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 were designed complaint with MVN Standard
Drawing File No. H‐18‐24854. All anchorages and barge
fleeting areas along with riverbank revetments were
identified.
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.
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.

6. Dennis G. Lambert, P.E., MASCE
6/11
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.
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 Streetto
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.

7. Dennis G. Lambert, P.E., MASCE
7/11
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
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.
DOTD S.P. 736‐26‐0001, NEPA Environmental
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.
DOTD S.P. 700‐26‐0254, NEPA Environmental
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.
DOTD S.P. 700‐08‐0123, NEPA Environmental
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.
DOTD S.P. 700‐10‐0139, NEPA Environmental
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.
DOTD S.P. 700‐26‐0078, NEPA Environmental
Assessment, Jones Creek Road, East Baton Rouge
Parish, LA, 2004‐2005. Preparation of the Environmental
Assessment. Project involved widening an existing urban

8. Dennis G. Lambert, P.E., MASCE
8/11
two‐lane facility to five‐lane facility included noise & air
quality modeling.
DOTD S.P. 700‐26‐0258, NEPA Environmental
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.
DOTD S.P. 700‐17‐0169, NEPA Environmental
Assessment, Central Thruway, East Baton Rouge Parish,
LA, 2002‐2003. Noise modeling for new four‐lane,
divided facility.
DOTD S.P. 742‐26‐0030, NEPA Environmental
Assessment, Lapalco Blvd. Extension (US90 to
Westwood Dr.), Jefferson Parish, LA, 1998‐1999.
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.
DOTD S.P. 742‐26‐0029, NEPA Environmental
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

9. Dennis G. Lambert, P.E., MASCE
9/11
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.
DOTD S.P. 700‐92‐0016 (TIMED); Florida Avenue Bridge
– Poland Avenue/Alvar Streetto 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;

10. Dennis G. Lambert, P.E., MASCE
10/11
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,
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.

11. Dennis G. Lambert, P.E., MASCE
11/11
South New Orleans Subdivision (Squares 6 & 7),
Petroleum Assessment Grant, Proj #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
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.