FINAL Industry Day Presentation for NCSRM.pdf

INDUSTRY DAY

NORFOLK COASTAL STORM RISK MANAGEMENT

PHASE I

Construction Contract Plan Phase 1A & 1B

January 19, 2023

PROJECT INTRODUCTION

U.S. Army Corps of Engineers – Norfolk District:

Col Brian Hallberg –Norfolk District Commander Mike Darrow – Deputy District Engineer for Programs & Projects Kristin Mazur – Coastal Storm Risk Program Manager Brady Hales – Deputy District Contracting Chief & PCO Aaron Edmonson – Chief, Engineering & Construction Division

City of Norfolk – Office of Resilience:

Kyle Spencer – Chief Resilience Officer

AGENDA

• Overall Program Overview

• Overall Program Schedule

• Phase 1 – Norfolk CSRM Overview

• Phase 1 – Norfolk CSRM Schedule

• Phase 1a (Projects 1 and 2)

• Phase 1b (Projects 3 and 4)

• Considerations and Constraints

• Acquisition Requirements Process

• Questions and Answers

• Closing Remarks

INUNDATION OF ROADWAYS AND CRITICAL INFRASTRUCTURE

Without Project 2075

1.4% AEP

Note: Assumes USACE Intermediate RSLR increase of 1.45 ft. from 2016

AEP = Annual Exceedance Probability NACCS = North Atlantic Coast Comprehensive Study RSLR = Relative Sea Level Rise

INUNDATION OF ROADWAYS AND CRITICAL INFRASTRUCTURE

With Project 2075

1.4% AEP

Note: Assumes USACE Intermediate RSLR increase of 1.45 ft. from 2016

AEP = Annual Exceedance Probability NACCS = North Atlantic Coast Comprehensive Study RSLR = Relative Sea Level Rise

OVERALL NORFOLK CSRM PROJECT SCOPE_________________

Area 1 Ghent-Downtown-Harbor Park

Area 2 Pretty Lake

Area 3 Lafayette

Area 4 Broad Creek

Non-Structural (concurrent to other work)

City’s Priorities for Construction Sequence:

Phase 1

Non-Structural Measures throughout City of Norfolk:

Berkley, Campostella, Elizabeth Park, Ingleside, Norfolk International Terminals (NIT), Willoughby

Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4

1 1a Berkley Bridge to Ohio Creek

Levee, T-Wall, Pump Station, Tide Gate, Living Shoreline

1 1b Town Point Park/Waterside

Levee, T-wall, Bin Wall, Pump Station

1 1c West Ghent thru Freemason

Hague Surge Barrier, T-wall, I-wall

1 1d Replace Downtown Floodwall

Replace 1970s I-Wall with T-Wall

Pretty Lake Surge Barrier

Surge Barrier, Floodwalls, Pump Stations, Living Shoreline

Lafayette Outer Surge Barrier

Surge Barrier, T-wall, I-wall, Pump Station, Tide Gate, Oyster Reefs

Broad Creek Surge Barrier

Surge Barrier, Floodwalls, Pump Stations, Living Shoreline

Citywide (Non- Structural)

Elevations, Floodproofing, Acquisitions, Basement Fills

Hatch Legend:

Design Phase Federally Funded

Construction Phase Federally Funded

Additional Design Funding Required

Additional Construction Funding Required

2029 2030 2031

(Note: Hatching notes apply to all colors)

SECTIONS TIMELINE

Area Sub-

Phase Location Design Description

2022 2023 2024 2025 20322026 2027 2028

FULL PLAN – 10-YEAR – DRAFT______________________________

Project Phase Map:

Pilot project Full design + construction

PHASE 1 – NORFOLK CSRM PHASE 1 OVERVIEW

• Four (4) Construction Projects 1: Phase 1a Pump Stations and Tide Gate (DB) 2: Phase 1a Wall/Levee System, Living Shoreline (DBB) 3: Phase 1b Pump Stations (DB) 4: Phase 1b Wall/Levee System (DBB)

• Combination of Design Build (DB) and Design Bid Build (DBB)

PHASE 1 - NORFOLK CSRM SCHEDULE – 5-YEAR – DRAFT

Sub- Phase

Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 DB or DBB USACE/AE

1a Newton's Creek, Harbor Park

Pump Stations DB 1a and Tide Gate AE Design 15% DB RFP DB Design DB Construction Contract

DB AE

1a Berkley Bridge to Campostella

Levee, T-Wall, Living Shoreline In-house Design DBB Construction

DBB USACE

1b St. Paul's and Outter Berth Pump Stations

Pump Stations DB Phase 1b AE Design 15%

DB Design DB Construction Contract

DB AE

1b Town Point Park/Waterside

Levee, T-wall, Bin Wall AE Design 100 % DBB Construction Contract

DBB AE

Design Description

MATOC

ExecutionLocation

DESIGN

EXECUTION

TIMELINE

FY25FY23 FY24 FY30FY22 FY26 FY27 FY28 FY29

LEGEND:

Design RFP for DB Contract DBContractor Design Construction Contract

NCSRM Prioritization Macro

DATE: 1/12/23

DISTRICT: USACE, Norfolk District

ENGINEER: NAO Project Delivery Team

SPONSOR: City of Norfolk

PROJECT: Norfolk CSRM

SUBJECT: SCHEDULE

Location Design Description TIMELINE MATOC Execution DESIGN EXECUTION

Sub-Phase FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29 FY30 FY31 FY32

Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 DB or DBB USACE/AE

MATOC Planning and Acq Phase MATOC Duration and TO Executuion Phase

1a Newton's Creek, Harbor Park Pump Stations DB 1a and Tide Gate AE Design 15% DB RFP DB Design DB Construction Contract DB AE

1a Berkley Bridge to Campostella Levee, T-Wall, Living Shoreline In-house Design DBB Construction DBB USACE

1b St. Paul's and Outter Berth Pump Stations Pump Stations DB Phase 1b AE Design 15% DB Design DB Construction Contract DB AE

1b Town Point Park/Waterside Levee, T-wall, Bin Wall AE Design 100 % DBB Construction Contract DBB AE

1c Ghent to Town Point Park Surge Barrier, Floodwall $XX USACE/AE

1d Downtown Floodwall T-Wall $XX USACE/AE

Pretty Lake Surge Barrier Surge Barrier, Floodwall, Living Shoreline $XX USACE/AE

Lafayette Outer Surge Barrier Surge Barrier, Floodwall, Living Shoreline $XX USACE/AE

Broad Creek Surge Barrier Surge Barrier, Floodwall $XX USACE/AE

Campostella Non-Structural Property Elevation, Floodproofing, Buyouts, Basement Fills $XX USACE/AE

LEGEND:

Design

RFP for DB Contract

DBContractor Design

Construction Contract

&D &P of &N

Berkley Bridge

Phase 1B

Phase 1A

Town Point Park

Waterside

Berkley Bridge to Harbor Park

Casino

Casino to Campostella

Harbor Park Pump Station

St. Paul’s Pump Station

Otter Berth Pump Station

Harbor Park

Casino Parcel

Newtons Creek Pump Station

NCSRM Prioritization Phase I

DATE: 3/4/22

DISTRICT: USACE, Norfolk District

ENGINEER: NAO Design Team

SPONSER: City of Norfolk

PROJECT: Norfolk CSRM

SUBJECT: PROJECT SCHEDULE

PROJECTS TIMELINE EXECUTION

Sub-Phase Location Design Description FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29

Part Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 USACE/AE

1a Casino Levee, T-Wall, Closures, Living Shoreline Design Casino Funded Casino

1a 1 Harbor Park Levee Levee, T-Wall, Closure, Living Shoreline In house design $.82M $7.40M USACE

1a 2 Harbor Park Station Pump Station In house design $1.78M $16.10M USACE

1a 3 Railroad Closure Closure, T-Wall In house design $1.20M $10.78M USACE

1a 4 Newton's Creek Closure Tide Gate, T-Wall TBD $3.41M $30.65M USACE/AE

1a 5 Newton's Creek Pump Station Pump Station TBD $5.79M $52.10M USACE/AE

1a 6 Newton's Creek to Campostella T-Wall, Closures In house $8.46M $76.17M USACE/AE

1b 1 Town Point Park Levee, T-Wall, Closures $.92M $8.25M USACE/AE

1b 2 Otter Berth Pump Station Pump Station $.75M $6.74M USACE/AE

1b 3 Waterside Bin Wall, T-Wall, Ramps $10.08M $90.70M USACE/AE

1b 4 St Pauls Pump Station Bin Wall, Pump Station $.70M $6.23M USACE/AE

1b 5 Berkley Wall Bin Wall, T-Wall In house design $2.56M $23.35M USACE

Total $365.0M

LEGEND:

Casino

Phase 1a w/o AE

Phase 1a TBD

Phase 1b w/AE

Phase 1b w/o AE

Construction

&D &P of &N

NOTES:

1. Durations include permitting considerations; wetlands and living shoreline for Phase 1 (Berkley levee). Permits typically prepared during 65% design.

2. Real estate acquisition and utility relocation to be conducted concurrently with design efforts (after alignment determination).

3. Projects are separated based on AE requirements and sub-phase.

4. Based on 10% Cost Engineering estimate without real estate and others image1.png image2.jpeg image3.png image4.png

NCSRM Prioritization Macro

DATE: 1/12/23

DISTRICT: USACE, Norfolk District

ENGINEER: NAO Project Delivery Team

SPONSOR: City of Norfolk

PROJECT: Norfolk CSRM

SUBJECT: SCHEDULE

Location Design Description TIMELINE MATOC Execution DESIGN EXECUTION

Sub-Phase FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29 FY30 FY31 FY32

Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 DB or DBB USACE/AE

MATOC Planning and Acq Phase MATOC Duration and TO Executuion Phase

1a Newton's Creek, Harbor Park Pump Stations DB 1a and Tide Gate AE Design 15% DB RFP DB Design DB Construction Contract DB AE

1a Berkley Bridge to Campostella Levee, T-Wall, Living Shoreline In-house Design DBB Construction DBB USACE

1b St. Paul's and Outter Berth Pump Stations Pump Stations DB Phase 1b AE Design 15% DB Design DB Construction Contract DB AE

1b Town Point Park/Waterside Levee, T-wall, Bin Wall AE Design 100 % DBB Construction Contract DBB AE

1c Ghent to Town Point Park Surge Barrier, Floodwall $XX USACE/AE

1d Downtown Floodwall T-Wall $XX USACE/AE

Pretty Lake Surge Barrier Surge Barrier, Floodwall, Living Shoreline $XX USACE/AE

Lafayette Outer Surge Barrier Surge Barrier, Floodwall, Living Shoreline $XX USACE/AE

Broad Creek Surge Barrier Surge Barrier, Floodwall $XX USACE/AE

Campostella Non-Structural Property Elevation, Floodproofing, Buyouts, Basement Fills $XX USACE/AE

LEGEND:

Design

RFP for DB Contract

DBContractor Design

Construction Contract

&D &P of &N

Berkley Bridge

Phase 1B

Phase 1A

Town Point Park

Waterside

Berkley Bridge to Harbor Park

Casino

Casino to Campostella

Harbor Park Pump Station

St. Paul’s Pump Station

Otter Berth Pump Station

Harbor Park

Casino Parcel

Newtons Creek Pump Station

NCSRM Prioritization Phase I

DATE: 3/4/22

DISTRICT: USACE, Norfolk District

ENGINEER: NAO Design Team

SPONSER: City of Norfolk

PROJECT: Norfolk CSRM

SUBJECT: PROJECT SCHEDULE

PROJECTS TIMELINE EXECUTION

Sub-Phase Location Design Description FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29

Part Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 Q1 Q2 Q3 Q4 USACE/AE

1a Casino Levee, T-Wall, Closures, Living Shoreline Design Casino Funded Casino

1a 1 Harbor Park Levee Levee, T-Wall, Closure, Living Shoreline In house design $.82M $7.40M USACE

1a 2 Harbor Park Station Pump Station In house design $1.78M $16.10M USACE

1a 3 Railroad Closure Closure, T-Wall In house design $1.20M $10.78M USACE

1a 4 Newton's Creek Closure Tide Gate, T-Wall TBD $3.41M $30.65M USACE/AE

1a 5 Newton's Creek Pump Station Pump Station TBD $5.79M $52.10M USACE/AE

1a 6 Newton's Creek to Campostella T-Wall, Closures In house $8.46M $76.17M USACE/AE

1b 1 Town Point Park Levee, T-Wall, Closures $.92M $8.25M USACE/AE

1b 2 Otter Berth Pump Station Pump Station $.75M $6.74M USACE/AE

1b 3 Waterside Bin Wall, T-Wall, Ramps $10.08M $90.70M USACE/AE

1b 4 St Pauls Pump Station Bin Wall, Pump Station $.70M $6.23M USACE/AE

1b 5 Berkley Wall Bin Wall, T-Wall In house design $2.56M $23.35M USACE

Total $365.0M

LEGEND:

Casino

Phase 1a w/o AE

Phase 1a TBD

Phase 1b w/AE

Phase 1b w/o AE

Construction

&D &P of &N

NOTES:

1. Durations include permitting considerations; wetlands and living shoreline for Phase 1 (Berkley levee). Permits typically prepared during 65% design.

2. Real estate acquisition and utility relocation to be conducted concurrently with design efforts (after alignment determination).

3. Projects are separated based on AE requirements and sub-phase.

4. Based on 10% Cost Engineering estimate without real estate and others image1.png image2.jpeg image3.png image4.png

PHASE 1 PLAN

Berkley Bridge

Phase 1B Phase 1A

Town Point Park

Waterside

Berkley Bridge to Harbor Park

Casino

Casino to Campostella

Harbor Park Pump Station

St. Paul’s Pump Station

Otter Berth Pump Station

Harbor Park

Waterside

Casino Parcel

Newtons Creek Pump Station

NORFOLK CSRM PHASE 1A:

(PROJECT 1) TWO PUMP STATIONS & TIDE GATE (DB)

(PROJECT 2) BERKLEY BRIDGE TO CAMPOSTELLA, LEVEE &

TWALL (DBB)

PHASE 1A

NORFOLK CSRM - PHASE 1A

Project 1 – Design-Build

• Pump Station at Newtown’s Creek

• Tide Gate at Newtown’s Creek

• Pump Station at Harbor Park

• 15% Design, utilizing existing AE MATOC within the Norfolk District

• 15% Design completion anticipated, June 2023

• DB Construction award est October 2024

Project 2 – Design Bid Build

• Levee/Wall from Berkley Bridge to Campostella, Living Shoreline

• 100% Design by the Norfolk District

• 100% Design completion anticipated 3rd Quarter FY24/ Spring 2024

• DBB Construction award est May 2025

PHASE 1A

HARBOR PARK PUMP STATION

RENDERING – HARBOR PARK LEVEE FROM EAST

BERKLEY BRIDGE – HARBOR PARK LEVEE

TYPES OF FLOOD PROTECTION

I-wall (Existing Downtown Flood Wall)

T-wall

Bin wall Levee

Land Side River Side

River Side Land Side

Land Side River Side

Land SideRiver Side Replace existing I-wall with T-wall

NORFOLK CSRM - PHASE 1B:

(PROJECT 3) TWO PUMP STATIONS

(PROJECT 4) TOWN POINT PARK LEVEE, T-WALL, BIN WALL

NORFOLK CSRM – PHASE 1B

• Project 3 – Design-Build

• Saint Paul’s Pump Station

• Outer Berth/Town Point Park Pump Station

• 15% Design, utilizing existing AE MATOC within the Norfolk District

• 15% Design Project scheduled for September 2023

• DB Construction award est. September 2025

• Project 4 – Design Bid Build

• Levee/Wall Town Point Park/Waterside

• 100% Design by AE within existing AE MATOC

• Design Project scheduled for award 3rd Quarter FY24/January 24

• DBB Construction award est. March 2027

PHASE 1B_________________________________________________

WATERSIDE – RAISED PLAZA + BIN WALL_____________________

PROPOSED

DESIGN

EXISTING

CONDITIONS

BERKLEY BRIDGE – HARBOR PARK LEVEE____________________

DOMINION TOWER / SHERATON PLAZA PUMP STATION__________

WATERFRONT – BIN WALL + PUMP STATION____________________

WATERSIDE – RAISED PLAZA + BIN WALL______________________

FOUNTAIN PARK FLOOD WALL + PUMP STATION________________

TOWN POINT PARK LEVEE__________________________________

CONSIDERATIONS AND CONSTRAINTS

Environmental and Permitting

• The construction contractor must follow all permit conditions

• City Permits Required

• Environmental Protection Plan will be required

• USACE will provide the waters/wetlands mitigation

• Environmental and Cultural Protected Avoidance

Areas (PAA) may be required

• Impacts on all wetlands, and trees within the

Chesapeake Bay Preservation Area must be avoided, minimized, and mitigated

Other

• Sail 250 Event in June 2026

• USACE is responsible for Quality Assurance/Quality

Control during construction, i.e., inspections.

NORFOLK CSRM

DOWNTOWN NORFOLK - PHASE 1

CONTRACTING REQUIREMENTS

Scope: Civil works construction project to include relevant Task Order projects

Contract Capacity: $499M shared Contract Awards: Approximately 3-4 SB Set Aside: Unrestricted SB Subcontracting Goal: 30% Ordering Period: 5 years, with 6 mos extension Special Considerations: Multiple

Task Order types, 2-phase solicitation Project Labor Agreements: Not anticipated Acquisition Lead Time: 18-24 mos

ACQUISITION STRATEGY

MATOC APPROACH STAND-ALONE CONTRACTS

Scope: Project by Project Contract Capacity: N/A Contract Awards: Individual projects SB Set Aside: Unrestricted, based on magnitude SB Subcontracting Goal: Project by project Ordering Period: N/A Special Considerations: DB - 2 phase solicitation, DBB - 1 phase solicitation

Project Labor Agreements: Case-by-case

Acquisition Lead Time:

DB: 10-12 mos DBB: 8-10 mos

Phase I:

Factor 1 – Management Approach* Factor 2 – Past Performance*

Phase II:

Factor 3 – Technical Approach Factor 4 – Small Business Participation Plan Factor 5 – Seed Project Price/Price Schedule

* Subject to change

ACQUISITION STRATEGY continued…

POTENTIAL EVALUATION CRITERIA SUBMISSIONS

Pre-solicitation and solicitation publicized through…

Proposals must be submitted through PIEE Solicitation module for consideration.

QUESTIONS & ANSWERS

QUESTIONS TO INDUSTRY

1. Are the anticipated evaluation criteria appropriate?

2. When considering a MATOC vs Stand-Alone "C-Type“ approach to execute the project:

a. What are the potential savings/efficiencies?

b. What are the disadvantages?

3. Does 30% Small Business subcontracting represent a challenging, yet achievable goal?

QUESTIONS FROM INDUSTRY

1. Will the USACE Norfolk team potentially use the Norfolk CSRM Phase I – MATOC to award task order(s) with funds available to the MATOC holders to provide constructability reviews at key design milestones (e.g., 15% and 30% design) to allow early contractor involvement? Constructability reviews at key milestones for Design-Build will be required. USACE will consider the incorporation for early contractor involvement for Design-Bid-Build.

2. Will the USACE Norfolk team entertain contractor(s) proposed Alternate Technical Concepts (ATC) as part of the constructability review process or after design documents are presented with a TO Request for Proposal (RFP)? If the MATOC is the appropriate contract vehicle, the USACE Norfolk Team will evaluate the proposals from the potential MATOC contractors that include, innovation, experience, means and methods, as well as cost. Therefore, yes, the USACE team will consider ATC as appropriate for each task order.

3. Is USACE Norfolk considering the use of holding reservoirs using Tunnel Boring Machine (TBM) concept as part of the city pump station program? The use of holding reservoirs using TBM has not been considered at this stage of the program, however, the USACE team encourages contractors to propose innovative, feasible project execution. USACDE deos not typically dictate a GCs means or methods for construction, and ideally leave it up to the GC to propose the best solution given the constraints and limitations of the project.

4. Is all of Phase I (A-D) to be funded through this Phase I - MATOC? USACE is still evaluating how much of Phase 1 should be included in the MATOC, (should the MATOC be the appropriate contract vehicle), however, USACE has only considered Phase 1a and 1b in the scheduling approach at this time.

CLOSING REMARKS

CONTACT INFORMATION

Michael R. Darrow, P.E., PMP Deputy District Engineer for Programs and Project Management Michael.r.darrow@usace.army.mil

(757) 201-7112

Aaron Edmonson, PE, PMP Chief, Engineering and Construction Division Aaron.g.edmonson@usace.army.mil

(757) 201-7220

Cherie Kunze, MBA Deputy for Small Business Programs Cherie.a.kunze@usace.army.mil

(757) 201-7077

Katya Oxley District Contracting Chief Ekaterina.oxley@usace.army.mil

(757) 201-7026

Brady Hales Deputy District Contracting Chief Brady.l.hales@usace.army.mil

(757) 201-7155

Kristin Mazur Coastal Storm Risk Program Manager Kristin.m.mazur@usace.army.mil

(757) 201-7257 mailto:Michael.r.darrow@usace.army.mil mailto:Aaron.g.edmonson@usace.army.mil mailto:herie.a.kunze@usace.army.mil mailto:Ekaterina.oxley@usace.army.mil mailto:brady.l.hales@usace.army.mil mailto:Kristin.m.mazur@usace.army.mil