Specifications_-_W911XK18B0002.pdf

Specification Section Number

Specification Title Engineer in Responsible Charge

00 01 10 BIDDING SCHEDULE James Beaver 01 10 00 SUMMARY OF WORK Paul LaRosa 01 10 10 REAL ESTATE James Beaver 01 10 20 DIVING James Beaver 01 14 00 WORK RESTRICTIONS Paul LaRosa 01 20 00 PRICE AND PAYMENT PROCEDURES James Beaver 01 25 00 SUBSTITUTION PROCEDURES James Beaver 01 30 00 ADMINISTRATIVE REQUIREMENTS James Beaver 01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES James Beaver 01 33 00 SUBMITTAL PROCEDURES Paul LaRosa 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS James Beaver

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE

PROCEDURES FOR CONTAMINATED SITES James Beaver

01 35 43.13 ENVIRONMENTAL PROCEDURES James Beaver 01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL James Beaver 01 35 53 SECURITY PROCEDURES James Beaver 01 42 00 DEFINITIONS AND ABBREVIATIONS Paul LaRosa 01 45 00 QUALITY CONTROL James Beaver 01 45 00.00 10 QUALITY CONTROL SYSTEM AND PERSONNEL James Beaver 01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE James Beaver 01 50 00 TEMPORARY FACILITIES AND CONTROLS James Beaver 01 57 00 TEMPORARY EROSION AND SEDIMENT CONTROL James Beaver 01 58 00 PROJECT IDENTIFICATION James Beaver 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS James Beaver 01 72 00 DECONTAMINATION OF PERSONNEL AND EQUIPMENT Paul LaRosa 01 76 00 PROTECTING INSTALLED CONSTRUCTION James Beaver 02 21 00 SURVEYS Paul LaRosa 02 41 19 DEMOLITION James Beaver 02 56 13 WASTE CONTAINMENT GEOMEMBRANE James Beaver 02 61 00 TRANSPORTATION AND DISPOSAL OF MATERIAL James Beaver 02 72 00 WATER TREATMENT James Beaver 13 50 00 SPECIAL INSTRUMENTATION James Beaver 31 05 13 SOILS AND AGGREGATES Paul LaRosa 31 23 00 EARTHWORK James Beaver 31 23 23.14 SEDIMENT CAPPING AND RESIDUAL COVER Paul LaRosa 31 62 16 STEEL PILES James Beaver 32 92 19 SEEDING James Beaver 35 12 00 MARINE SIGNALING AND CONTROL EQUIPMENT Paul LaRosa 35 20 23 ENVIRONMENTAL DREDGING Paul LaRosa 35 80 00 MARINE RESUSPENSION CONTROLS Paul LaRosa

Lower Rouge River Old Channel Site Table of Contents Rouge River Area of Concern, Detroit, Michigan Revision: 00 Final Remedial Design

TECHNICAL SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 – GENERAL REQUIREMENTS

00 01 10 BIDDING SCHEDULE

01 10 00 SUMMARY OF WORK

01 10 10 REAL ESTATE

01 10 20 DIVING

01 14 00 WORK RESTRICTIONS

01 20 00 PRICE AND PAYMENT PROCEDURES

01 25 00 SUBSTITUTION PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS SCHEDULES

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

01 35 43.13 ENVIRONMENTAL PROCEDURES

01 35 45.00 10 CHEMICAL DATA QUALITY CONTROL

01 35 53 SECURITY PROCEDURES

01 42 00 DEFINITIONS AND ABBREVIATIONS

01 45 00 QUALITY CONTROL

01 45 00.00 10 QUALITY CONTROL SYSTEM AND PERSONNEL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 00 TEMPORARY EROSION AND SEDIMENT CONTROL

01 58 00 PROJECT IDENTIFICATION

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

01 72 00 DECONTAMINATION OF PERSONNEL AND EQUIPMENT

01 76 00 PROTECTING INSTALLED CONSTRUCTION

DIVISION 02 – EXISTING CONDITIONS

02 21 00 SURVEYS

02 41 19 DEMOLITION

02 56 13 WASTE CONTAINMENT GEOMEMBRANE

02 61 00 TRANSPORTATION AND DISPOSAL OF MATERIAL

Lower Rouge River Old Channel Site Table of Contents Rouge River Area of Concern, Detroit, Michigan Revision: 00 Final Remedial Design

02 72 00 WATER TREATMENT

DIVISION 13 – SPECIAL CONSTRUCTION

13 50 00 SPECIAL INSTRUMENTATION

DIVISION 31 – EARTHWORK

31 05 13 SOILS AND AGGREGATES

31 23 00 EARTHWORK

31 23 23.14 SEDIMENT CAPPING AND RESIDUAL COVER

31 62 16 STEEL PILES

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 12 00 MARINE SIGNALING AND CONTROL EQUIPMENT

35 20 23 ENVIRONMENTAL DREDGING

35 80 00 MARINE RESUSPENSION CONTROLS

Lower Rouge River Old Channel Site Bidding Schedule Rouge River Area of Concern, Detroit, Michigan 00 01 10 - 1 Final Remedial Design Revision: 00

SECTION 00 01 10 – BIDDING SCHEDULE

BIDDING SCHEDULE

LOWER ROUGE RIVER OLD CHANNEL

Item No. Description Units of

Meas.

Quantity on Proposal Bid Unit

Price Final Bid

Price

Base Bid Items 0001 Mobilization and Demobilization JOB 1 0002 Decontamination and Wastewater Treatment JOB 1 0003 Temporary Shoreline Stabilization JOB 1

0004 Oversized Debris Removal, Management and Disposal JOB 1

0005 Large Debris Removal, Management and Disposal TON 1,500

0006 Structure Removal and Replacement JOB 1 0007 Water Quality Controls JOB 1 0008 Primary Dredging CY 57,029 0009 Slot Dredging CY 12,252 0010 Residual Dredging CY 2,200 0011 Post-Dredge Backfill Placement SY 18,880 0012 Post-Dredge Residuals Cap Placement SY 2,420 0013 Cap Placement SY 3,540 0014 Permanent Sheet Pile Wall Scour Protection JOB 1 0015 Permanent Sheet Pile Wall Backfill JOB 1 0016 Interim Site Restoration JOB 1

0017 Disposal of Contaminated Soil for Interim Site Restoration TON 8,800

Total of Base Bid Items Optional Bid Items 0018 Option 1: Removal and Disposal of Utility 6 JOB 1

Total of Optional Bid Items Total

CY = Cubic Yard SY = Square Yards

END OF SECTION

Lower Rouge River Old Channel Site Summary of Work Rouge River Area of Concern, Detroit, Michigan 01 10 00 - 1 Final Remedial Design Revision: 00

SECTION 01 10 00 – SUMMARY OF WORK

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Site Conditions

B. Site History

C. Subsurface and Environmental Conditions

D. Scope of Work

1.2 SITE CONDITIONS

A. Location of Work

1. The Work under this Contract is to be performed within Lower Rouge River – Old

Channel (LRROC) in Wayne County, Michigan. The Work shall be performed within three primary areas:

a. The Remediation Area

b. Honeywell Site Staging Area

c. Pointe Mouillee Confined Disposal Facility (CDF)

2. The areas are further described herein and together comprise the Limits of Work shown on the Engineering Drawings. The Contractor access to and use of the properties within the Limits of Work shall be in accordance with the Technical Specifications. The Contractor will be strictly monitored by the Government for compliance with these restrictions. No access or activities by the Contractor will be allowed outside the Limits of Work shown on the Engineering Drawings unless pre-approved by the Government.

B. Site Description

1. The LRROC is located in Detroit, Wayne County, Michigan, in a highly industrialized area along the northern and western boundaries of Zug Island. The LRROC is a 1.5-mile-long channel connecting the Detroit River with the Rouge River around Zug Island. Flow in the LRROC is primarily governed by the conditions of the Detroit River, with surface water entering from the Detroit River at the northeast end of Zug Island, then flowing counterclockwise around Zug Island to the confluence with the main branch of the Rouge River.

2. The LRROC is surrounded by industrial developments dating back to the late 1800s.

Discharges, predominantly from former industry, have contributed to the accumulation of polycyclic aromatic hydrocarbons (PAHs) and non-aqueous phase liquid (NAPL) within the sediments of the LRROC.

3. The LRROC contains a federally authorized navigation channel maintained by the U.S. Army Corps of Engineers (USACE). For the majority of the LRROC, the authorized limits of the navigation channel are 100 feet wide with authorized water depths of 17 to 25 feet relative to the low water datum of 571.1 feet International Great Lakes Datum of 1985 (IGLD 85) (571.27 feet North American Vertical Datum of 1988 [NAVD 88]). Due to relatively stable sediment conditions, the LRROC is dredged infrequently for channel maintenance. Areas of the navigation channel with water depths

Rouge River Area of Concern, Detroit, Michigan 01 10 00 - 2 Final Remedial Design Revision: 00 less than the authorized depth are typically limited to edges of the channel leading to steep riverbank slopes.

1.3 SITE HISTORY

A. The LRROC is a part of the Rouge River Area of Concern (AOC), a Great Lakes site recognized by the U.S. Environmental Protection Agency (USEPA) Great Lakes National Program Office (GLNPO) and the Michigan Department of Environmental Quality (MDEQ) as having beneficial use impairments (BUIs).

B. The following reports summarize the investigations, assessments, and design work completed to date for the Remedial Design of the LRROC Site:

1. Final Remedial Investigation Report for Lower Rouge River – Old Channel Site, Detroit, Wayne County, Michigan, Revision 3. Prepared by Weston Solutions. Prepared for the U.S. Environmental Protection Agency. September 10, 2012.

2. Lower Rouge River – Old Channel Final Feasibility Study Report. Prepared by AMEC Environment and Infrastructure, Anchor QEA, LLC, and Environ International Corporation. Prepared for Honeywell International, Inc. August 2013.

3. Basis of Design Report Lower Rouge River – Old Channel. Prepared by Anchor QEA, LLC, EA Engineering, Science, and Technology, (MI) PLC, AMEC Foster Wheeler Environment and Infrastructure, and Ramboll Environ. Prepared for USEPA GLNPO Office and Honeywell International, Inc. July 2016.

C. Remedial Action Levels (RALs) developed for the LRROC are presented in Table 1.

TABLE 1: SUMMARY OF REMEDIAL ACTION LIMITS

CONTAMINANT MEDIA DEPTH INTERVAL RAL

PAHs Surface Sediment 0 to 1 foot IWTU = 5 PAHs Surface Sediment Greater than 1 foot ESBTU = 7.5

NAPL Surface and Subsurface Sediment All Depths Presence of NAPL

Notes:

ESBTU = Equilibrium-partitioning Sediment Benchmark Toxicity Units IWTU = Interstitial Water Toxicity Units

1.4 SUBSURFACE AND ENVIRONMENTAL CONDITIONS

A. Multiple subsurface investigations have been conducted within the LRROC and are presented in the documents described in Paragraph 1.3.B herein.

B. Geotechnical investigations identified four primary strata within the LRROC, including (listed downward from the surface) soft sediment deposits, interbedded alluvial and/silt/clay, lacustrine clay layer, and glacial till. These deposits are similar throughout the LRROC, except in the following three locations where the depth to lacustrine clay is deeper:

1. In front of the former Detroit Coke and Tar Plants.

2. In front of the AK Steel Water Intake Plant.

3. Near the Superior Materials Cement Plant.

Rouge River Area of Concern, Detroit, Michigan 01 10 00 - 3 Final Remedial Design Revision: 00

C. Environmental investigations conducted within the LRROC identified a large range of PAHs and NAPL in sediment, resulting in elevated Interstitial Water Toxicity Units (IWTU) and Equilibrium-partitioning Sediment Benchmark Toxicity Units (ESBTU) values throughout the LRROC. Maps showing the range of exceedances are provided in the Pre-Design Investigation Report prepared for the LRROC Site (EA 2016; Appendix C to the Basis of Design Report).

1.5 SCOPE OF WORK

A. Prior to the start of Work conducted in this Contract, a permanent sheet pile wall will be installed by others along the mainland shoreline of the LRROC to support the dredging activities that are included in this Contract. The Contractor shall field-verify the actual location of the permanent sheet pile wall prior to commencing dredging operations.

B. The Contractor shall furnish all labor, materials, services, insurance, tools, equipment, temporary facilities, decontamination facilities, and incidentals to perform Work in accordance with the Engineering Drawings and Technical Specifications; and, comply with all applicable laws, permits, regulations, codes, access agreements, ordinances, and standards.

C. The Work to be completed by the Contractor consists of, but is not limited to, the general activities listed below. Note that the list below shall not be considered all-inclusive of the Work to be completed by the Contractor under the Contract. This list is solely provided to give an overall sense of the Work to be performed (i.e., a summary).

1. Mobilization of all equipment, personal, and materials.

2. Verification, location, and protection of existing subsurface and overhead utilities.

3. Preparation of the construction staging and clean material staging area located on the

Former Detroit Tar site as shown on the Engineering Drawings, including installation of erosion controls and mooring piles to support water-based activities.

4. Deployment of sediment resuspension controls, and deployment of a water intake protection barrier in the vicinity of the AK Steel water intake.

5. Oversized debris removal (i.e., strike removal) and management/disposal of removed debris.

6. Mechanical Dredging of approximately 70,000 cubic yards of sediment over approximately 10 acres of the LRROC, including limited areas of required slot dredging along the permanent sheet pile wall and McCoig wall to avoid destabilizing these structures during dredging, post-dredge verification surveying, and post-dredge verification sampling.

7. Management of dredged material and off-site transportation of dredged material to the Pointe Mouillee CDF for disposal.

8. Placement of backfill in designated areas immediately following slot dredging.

9. Installation of approximately 660 linear feet of temporary shoring in select locations to facilitate dredging and placement of stabilization backfill prior to removing temporary shoring.

10. Possible residuals dredging and possible placement of residual backfill or cap, where required, based on the results of the post-dredge verification sampling program.

11. Placement of approximately 0.7 acre of Sediment Cap in the LRROC, cap placement verification, and Organoclay content sampling.

12. Restoration of Former Detroit Tar construction staging and clean material laydown area.

13. Final cleaning and demobilization of personnel, equipment, and materials from the Site.

14. Submittal to the Government of all required construction documentation and Record

Drawings.

Rouge River Area of Concern, Detroit, Michigan 01 10 00 - 4 Final Remedial Design Revision: 00

D. Work shall include replacement, repair, and/or re-installation, as necessary and appropriate, of any items that do not comply with the Engineering Drawings and/or Technical Specifications in accordance with Section 01 70 00 EXECUTION AND CLOSEOUT

REQUIREMENTS.

E. If additional data become available during the execution of the Contract, the Government has the right to re-evaluate the requirements of the Contract and modify the Work to be performed, as necessary.

PART 2 PRODUCTS - Not Used

PART 3 EXECUTION - Not Used

Lower Rouge River Old Channel Site Real Estate Rouge River Area of Concern, Detroit, Michigan 01 10 10 - 1 Final Remedial Design Revision: 00

SECTION 01 10 10 - REAL ESTATE

PART 1 GENERAL

1.1 SECTION INCLUDES

Submittals

Regulatory Requirements

Project/Site Conditions

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

Additional Property Agreements

1. Copies of any agreements for Contractor-acquired real estate rights for this project shall be furnished before entering thereon.

Certified Survey Results

1. For additional real estate rights beyond what is shown in the drawings, furnish a copy of certified results of surveys which verify areas and limits of Contractor-acquired real estate rights.

1.3 REGULATORY REQUIREMENTS

Real Estate Rights

1. Rights for the use of the work and storage areas have been obtained, and the general limits of the areas are shown on the drawings. Copies of instruments conveying rights for use of the work and storage areas shown on the drawings and specified herein are available for inspection in the Engineering, Design, & Construction Office, U.S. Army Corps of Engineers, Detroit District, 477 Michigan Avenue, McNamara Building, Detroit, Michigan. Conformance to all applicable requirements of the instruments conveying rights is required (i.e. insurance coverage and owner information). Two (2) copies of each instrument will be furnished to the Contractor after award. No other real estate rights have been obtained by the Government for this project.

Additional Real Estate Rights

1. Any additional property agreements and/or real estate rights desired by the Contractor shall be obtained by the Contractor at its own expense. Such agreements shall clearly relieve the Government of any responsibility for damages or liability resulting from the Contractor's use of such grounds.

1.4 PROJECT/SITE CONDITIONS

Location and Verification

1. It shall be the Contractor's responsibility to accurately locate the limits of all lands utilized under the contract. The corner and angle points of each area for which rights have been obtained shall be marked with semipermanent markers except where there is

Lower Rouge River Old Channel Site Real Estate Rouge River Area of Concern, Detroit, Michigan 01 10 10 - 2 Final Remedial Design Revision: 00 an approved existing property marker. Temporary markers shall be placed at points on alignment. The points on alignment shall be marked at stations so that intervals between points do not exceed 200 feet.

Survey Markers

1. All markers shall be installed in an area prior to its use and they shall be available for reference during and upon completion of use of the area. Where approved existing property markers are found, a witness stake, as specified in Subparagraph, "Semipermanent Markers" below, shall be provided. If the types of markers specified hereinafter cannot be used, other types, as approved by the Contracting Officer, shall be provided.

a. Semipermanent Markers

1) The markers shall be a steel rod one-half inch in diameter and four (4) feet long.

The steel rod shall be driven vertically into the ground so that the top is flush with the finished ground surface. Each marker shall be witnessed by a 2" x 2" yellow stake extending two (2) feet above the ground surface and driven into the ground until stable, with not less than one (1) foot penetration.

b. Temporary Markers

1) Markers shall be 2" x 2", red-colored, wood hub stakes driven into the ground until stable (not less than one (1) foot penetration) with two (2) feet projecting above the ground surface. If the period in which temporary markers are to be in place exceeds one (1) construction season, a more permanent type of marker, as approved, shall be provided.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

Lower Rouge River Old Channel Site Diving Rouge River Area of Concern, Detroit, Michigan 01 10 20 - 1 Final Remedial Design Revision: 00

SECTION 01 10 20 – DIVING

PART 1 GENERAL

1.1 SECTION INCLUDES

References

Submittals

Quality Control

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASSOCIATION OF DIVING CONTRACTORS (ADC)

1. ADC Manual: Manual of Safe Practices in Commercial Diving

CODE OF FEDERAL REGULATIONS (CFR)

1. 29 CFR 1910: Occupational Safety and Health Standards, Subpart T

2. 29 CFR 1910.420: OSHA Safe Practices Manual

ENGINEER MANUAL (EM)

1. EM 385-1-1: Safety and Health Requirements Manual 2014

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

Dive Plan

1. Submit a Dive Plan for all diving phases and aspects of the inspection and construction operations to be performed under this contract. Dive Plan must follow the format shown in the attached Dive Plan Format. The requirements for the Dive Plan submittal are described in EM 385-1-1. Diving shall not be performed prior to the plan being approved by the Detroit District Dive Coordinator.

Training, Qualifications and Medical Certificates

1.3 QUALITY CONTROL

The Contractor shall establish and maintain a quality control system for all operations performed under this Section to assure compliance with contract requirements and maintain records of its quality control for all operations performed, including, but not limited to the following:

1. The most stringent requirements of referenced standards identified and complied with.

2. All required submittals satisfactorily made and work performed in accordance with approved dive plan.

3. All diving teams composed of the required numbers of persons of each classification.

Lower Rouge River Old Channel Site Diving Rouge River Area of Concern, Detroit, Michigan 01 10 20 - 2 Final Remedial Design Revision: 00

4. Observance of safety regulations, as noted in the ADC Manual, the Manual of Safe Practices in Commercial Diving, 29 CFR 1910.420 of the OSHA Safe Practices Manual, and Subpart T of 29 CFR 1910 of the Occupational Safety and Health Standards.

PART 2 PRODUCTS – NOT USED

PART 3 EXECUTION

1.1 SECTION INCLUDES

Diving Operations

Diving Work

1.2 DIVING OPERATIONS

Diving operations are not required but may be performed at the option of the Contractor. All diving operations shall be conducted in accordance with the most stringent standards specified in this Section and referenced in the Article "REFERENCES" of this Section. (Up-to-date standards take precedence over outdated standards.) Within EM 385-1-1, those provisions pertaining to contract diving operations apply to this contract. The Contractor shall maintain on-site complete copies of all dive plans, diving standards, manuals, memorandums, training, qualifications and medical certificates for divers, and regulations it is required to comply with and make them accessible during normal working hours to all persons engaged in the work on this contract, including Government and regulatory personnel.

Numbers of Persons for Dive Teams

1. Every dive team performing under this contract shall be composed of not less than the number of persons of each classification specified in EM 385-1-1.

Standby Diver

1. The required standby diver on every dive team shall, without exception, be a diver at the dive location who is on the surface, out of the water, and available to assist divers in the water. A standby diver must be dressed for immediate entry into the water. A standby diver must not have dived within the previous twelve (12) hours.

1.3 DIVING WORK

The unique functions, responsibilities and safety precautions applicable to the dive team for each component of the work shall be described in detail in the Dive Plan, the work plan, and the Accident Prevention plan for this contract. All diving operations shall be stringently monitored and executed. The Contractor shall be responsible for the safety of the work, the workers, and other persons present during all construction operations.

Lower Rouge River Old Channel Site Work Restrictions Rouge River Area of Concern, Detroit, Michigan 01 14 00 - 1 Final Remedial Design Revision: 00

SECTION 01 14 00 – WORK RESTRICTIONS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Description

B. General Restrictions and Requirements

C. Local Ordinances

D. Access to Site

E. Work Hours and Days

F. Regulatory Requirements and Restrictions

G. Work Schedule and Sequencing

H. Navigation Requirements and In-Water Access

I. Protection of Existing Utilities

J. Protection of Structures and Systems

1.2 DESCRIPTION

A. This section describes the restrictions associated with Work at the Lower Rouge River – Old Channel (LRROC), including but not limited to Contractor site access, Work hours and days, security measures, restricted portions of the site, notifications, and information and restrictions related to day to day operation associated with the Work.

1.3 GENERAL RESTRICTIONS AND REQUIREMENTS

A. The Contractor shall comply with all requirements set forth in the Contract Documents, present amendments, and/or modifications to the Contract Documents for the Work, and other sections of the Contract.

B. The Contractor is responsible for becoming familiar with all aspects of the Work and the Site prior to performing the Work in accordance with the Contract Documents and permits.

C. The Contractor shall cooperate with all other parties engaged in project-related activities, including, but not limited to, the Government’s employees, riparian owner, Michigan Department of Environmental Quality (MDEQ), waterway users, Project Partners, and other contractors, to the greatest extent possible. The Contractor shall make appropriate accommodations and develop Work sequencing and scheduling to avoid disrupting or impeding ongoing operations of other shoreline and waterway users during implementation of the Work. The Contractor shall comply with restrictions regarding Work hours and days, access and use to properties, where applicable, and coordination with occupants as specified herein.

Rouge River Area of Concern, Detroit, Michigan 01 14 00 - 2 Final Remedial Design Revision: 00

D. Hot Work shall be minimized and shall not be performed without prior notification to and approval of the Government.

E. Unless approved by the Government, use of explosives at the Site is not permitted.

F. Burning of any materials at the Site is not permitted without prior approval of the Government.

G. Any other hazardous activities or means and methods deviating from the work scope provided in the Engineering Drawings and Technical Specifications or deviating from the Government-approved Contractor work plans, shall not be performed without prior notification to, and approval of the Government.

H. The Contractor is responsible to inform its employees and employees of subcontractors and distributors that any lewd actions or comments, and any racial or sexual comments directed toward any individual on the project Site is strictly prohibited. Incidents of this type may result in immediate and permanent dismissal of the employee(s) involved. Repeat offenses by the Contractor’s employees may lead to the dismissal of the Contractor and/or removal of the Contractor from future bid considerations. Smoking by the Contractor personnel is not allowed within the Limits of Work.

1.4 LOCAL ORDINANCES

A. Work shall be performed in accordance with City of Detroit and Wayne County regulations and ordinances.

B. If complaints are received by the Government regarding interferences due to Work activities, then no further Work shall be performed until mitigation measures are implemented and approved by the Government.

1.5 ACCESS TO SITE

A. The Contractor shall have access to the Site as shown on the Engineering Drawings, described herein, and in accordance with the Technical Specifications.

B. The Limits of Work are shown on the Engineering Drawings and described in these Technical Specifications. All Work shall be confined to the Limits of Work and completed to the lines, grades, and dimensions called for on the Engineering Drawings and Technical Specifications unless directed otherwise by the Government. All Work performed beyond designated limits without prior approval shall be corrected to the Government satisfaction, at no additional cost to the Government.

C. The Government has obtained right-of-entry and/or access agreements with property owners.

Requirements for access may include specific Contractor coordination with the property owner, and other Contractor-provided responsibilities. All Contractor activities required to facilitate access to involved properties in accordance with right-of-entry and access agreement documents are subsidiary to the Work, and no additional payment will be made.

Rouge River Area of Concern, Detroit, Michigan 01 14 00 - 3 Final Remedial Design Revision: 00

1.6 WORK HOURS AND DAYS

A. The Contractor’s Work hours may be 24 hours a day, 7 days a week and must be in accordance with applicable permits and local ordinances.

B. All Work conducted during non-daylight hours shall be performed in accordance with all local ordinances and with the lighting requirements described in Section 01 50 00 TEMPORARY FACILITIES AND CONTROLS. If the Contractor elects to conduct Work after day-light hours, the Contractor shall submit a lighting plan to the Government for approval prior to conducting the Work.

1.7 REGULATORY REQUIREMENTS AND RESTRICTIONS

A. The Contractor shall be responsible for understanding and complying with all required local, State, and Federal permits and subsequent permits and addenda provided by the Government.

In addition, the Contractor shall be responsible for understanding, obtaining, and paying all fees, and complying with all other permits required (in addition to the environmental permits obtained by the Government) to complete the Work as shown in the Engineering Drawings and Technical Specifications.

B. The Contractor shall obtain all permits not provided by the Government necessary for construction of Work including, but not limited to, the following. If any permits listed below are determined by the Contractor to not be needed, the Contractor shall provide written documentation from the permitting authority that they are not needed. This may not be a comprehensive list – the Contractor is responsible for obtaining all construction permits necessary for the performance of the Work of these Contract Documents.

1. Soil Erosion and Sediment Control Permit (Wayne County)

2. National Pollutant Discharge Elimination System (NPDES) General Permit for

Discharges from Construction Activities (USEPA)

3. Highway and Road Access Permits (Wayne County, City of Detroit)

4. Building Permit (City of Detroit)

5. Electrical and Plumbing Permits (City of Detroit)

6. Private Aids to Navigation Permit (U.S. Coast Guard [USCG])

7. Notice to Mariners (USCG)

8. Scrap Tire Hauler (MDEQ)

C. The Contractor shall comply with all conditions of land owner access agreements and shall be responsible for modifying or establishing new agreements as needed to complete the Work as shown in the Engineering Drawings and Technical Specifications.

D. The Contractor shall comply with US Steel Corporation Contractor Safety Requirements as described below as well as in the US Steel Corporation Safety Line-Up Meeting Form (Attachment A).

1. The Contractor and any Subcontractors shall follow all applicable federal, state, and local regulations pertaining to work being performed, including but not limited to 29 Code of Federal Regulations (CFR) 1910, 29 CFR 1926, and 40 CFR 112. All persons entering US Steel property shall read and understand Attachment A.

2. One month prior to fieldwork, all Contractor employees who may need to enter US Steel property must complete the following: 1)“Standard Specification S-001 Contractor Safety” program either at US Steel on Zug Island or at the Training Center in Ecorse (special arrangements may be required); 2) Online Safety Awareness Training (page 2 of

Rouge River Area of Concern, Detroit, Michigan 01 14 00 - 4 Final Remedial Design Revision: 00

Attachment A) and pass exam; 3) Line-Up checklist (Attachment A) with US Steel Environmental Health and Safety personnel input, including assessing each hazard that may be encountered and documenting how that hazard will be mitigated; 4) Hazardous Job Meeting with US Steel personnel for tasks including: hot work/burning/welding, opening/blanking a vessel, excavation near pipelines or utilities, purging flammables or hazardous materials from a building, non-emergency immediately dangerous to life or health (IDLH) conditions, and any other activity with severe hazards that could result in injury, fire, explosion, asphyxiation, or death; 5) Online Gas Awareness Training (page 2 of Attachment A) and pass exam.

3. Asbestos awareness training is recommended. All potential asbestos-containing material shall be presumed to be asbestos-containing and shall not be disturbed.

4. Contractors shall be knowledgeable of applicable ISO International Standards procedures and plant policies, which include efficient use of resources and waste reduction.

5. One week prior to fieldwork, Contractor shall: communicate tentative work schedule with US Steel, provide Safety Data Sheets to US Steel for all chemicals that may be brought onto US Steel property, and seek permission from US Steel if any radioactive sources require being onsite.

6. All employees entering US Steel property shall wear a personal gas monitor at all times (page 4 of Attachment A). Gas monitoring shall be performed for carbon monoxide, although benzene and hydrogen cyanide may also be present at the site. Daily bump testing and calibration is required.

7. All employees shall be clean shaven in case of need for emergency rescue or self-contained breathing apparatus (SCBA) purposes

8. Daily tailgate safety meeting required.

9. Hot Work, Confined Space, and Excavation permits shall be obtained as required.

10. A new Hazardous Job Meeting is required if work conditions are different than those that were expected, or if site conditions change during execution of work.

11. Contractor shall coordinate radio-frequencies with US Steel to avoid interference with radio-controlled machinery.

12. All persons within 10 ft of shoreline shall wear a personal flotation device.

13. Contractor shall be extremely careful around mobile equipment and will use a designated spotter if necessary.

14. Contractor shall wear appropriate Personal Protective Equipment (PPE) (hard hat, safety glasses, hearing protection, metatarsal boots, gloves, personal gas monitor, long sleeve shirt and pants, and personal flotation device).

15. In Case of Emergency - Call 313-749-2611

16. Injured or ill employees are not to be transported offsite without US Steel involvement.

1.8 WORK SCHEDULE AND SEQUENCING

A. The Contractor shall implement Work in accordance with the project schedule developed in accordance with Section 01 32 16.00 20 SMALL PROJECT CONSTRUCTION PROGRESS

SCHEDULES.

1.9 NAVIGATION REQUIREMENTS AND IN-WATER ACCESS

A. The Contractor shall, at no time, impede navigation in the LRROC. The Contractor shall allow passing vessels to maneuver past all in-water equipment, when required, to provide ongoing access to other vessels traveling within the LRROC. The Contractor shall complete a Navigation Plan in accordance with Section 02 61 00 TRANSPORTATION AND

Rouge River Area of Concern, Detroit, Michigan 01 14 00 - 5 Final Remedial Design Revision: 00

DISPOSAL OF MATERIAL, and comply with the requirements of Section 35 12 00

MARINE SIGNALING AND CONTROL EQUIPMENT.

B. The Contractor shall coordinate directly with the USCG, submit required Notice to Mariners, and comply with all USCG regulations and requirements per Section 35 12 00 MARINE

SIGNALING AND CONTROL EQUIPMENT.

C. The Contractor shall be responsible for directly coordinating access to all in-water areas with bridge owners/operators. Contact information is as follows:

1. Zug Island Road Bridge; Contact: US Steel; bridge not currently operational; Contact:

Delray Connecting Railroad Trainmaster; Contact Number: (248) 789-9360 or Delray Connecting Railroad Company; Contact Number: (313) 841-2851.

2. Delray Connecting Swing Bridge; Contact: Delray Connecting Railroad Trainmaster;

Contact Number: (248) 789-9360 or Delray Connecting Railroad Company; Contact Number: (313) 841-2851

3. Short Cut Channel Bridge; Contact Number: (313) 749-3699 or Mariner’s radio Channel 13

1.10 PROTECTION OF EXISTING UTILITIES

A. See Section 01 76 00 PROTECTING INSTALLED CONSTRUCTION.

B. Existing information pertaining to the horizontal and vertical location of utilities within the Limits of Work are provided on the Engineering Drawings and Basis of Design Report for informational purposes only.

C. The Contractor shall exercise care to avoid disturbing or damaging any utilities that exist at the Site and that are to remain in service during and at the completion of the Work. The Contractor shall be responsible for locating all subsurface utilities within the Limits of Work before conducting intrusive activities, and repairing any utility damaged as a result of the Work, at no cost to the Government, in accordance with the Engineering Drawings and Technical Specifications.

1.11 PROTECTION OF STRUCTURES AND SYSTEMS

A. See Section 01 76 00 PROTECTING INSTALLED CONSTRUCTION.

B. The Contractor shall exercise care and provide protection to avoid disturbing or damaging structures within or adjacent to the Limits of Work. Structures include, but are not limited to, buildings; existing seawalls; bridge abutments and bridge components; the AK Steel water intake and headwall; and mooring dolphins, docks, and fender systems not specifically called out on the Engineering Drawings and Technical Specifications as requiring removal to facilitate dredging operations. Any damage to existing features shall be repaired to the satisfaction of the Government at no additional cost to the Government.

C. The Contractor shall comply with water quality requirements adjacent to the AK Steel water intake in accordance with Section 35 80 00 MARINE RESUSPENSION CONTROLS.

D. The Contractor shall exercise care and provide protection to avoid disturbing or damaging the permanent sheet pile wall installed by others prior to the commencement of Work covered under this Contract and as shown on the Engineering Drawings. Any damage to the

Rouge River Area of Concern, Detroit, Michigan 01 14 00 - 6 Final Remedial Design Revision: 00 permanent sheet pile wall shall be repaired to the satisfaction of the Project Partners at no additional cost to the Government.

E. The Contractor shall exercise care and provide protection to avoid disturbing or damaging the groundwater collection trench and monitoring well system installed by others prior to the commencement of Work covered under this Contract, as shown on the Engineering Drawings. Existing monitoring wells to be protected by the Contractor are shown on the Engineering Drawings. The Contractor shall protect and maintain access to these wells throughout the Work unless otherwise approved by the Government. If the wells are damaged or destroyed by the Contractor, the Contractor shall perform any repairs to these wells, including re-installation if necessary, at no additional cost to the Government/Project Partners. The locations of the monitoring wells shown on the Engineering Drawings are approximate and shall be verified in the field by the Contractor prior to initiation of Work.

PART 2 PRODUCTS - Not Used

ATTACHMENT A

Lower Rouge River Old Channel Site Price and Payment Procedures Rouge River Area of Concern, Detroit, Michigan 01 20 00 - 1 Final Remedial Design Revision: 00

SECTION 01 20 00 - PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SECTION INCLUDES

Description

Submittals

Bidding Schedule

Application for Payment

Change Procedures

Job Payment

Unit Price Payment

Work Items

1.2 DESCRIPTION

This section includes a description of the Bidding Schedule, work required for items listed in the Schedule, procedures for measurement of items listed in the Schedule, and procedures for payment applications and changes.

1.3 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

Revised Bidding Schedule

Applications for Payment

Requests for Information

1.4 BIDDING SCHEDULE

Section 00 01 10 BIDDING SCHEDULE includes individual work items for executing the environmental remediation project. Work Items are described below.

1.5 APPLICATION FOR PAYMENT

Submit electronic file of each Application for Payment in form approved by the Government.

Content and Format: Use Bidding Schedule for listing items in Application for Payment.

Submit updated construction schedule and progress report with each Application for Payment. Submit original construction schedule for comparison.

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Payment Period: Submit at monthly intervals or as directed by the Government.

Submit submittals with transmittal letter as specified in Section 01 33 00 SUBMITTAL

PROCEDURES.

Substantiating Data: When the Government requires substantiating information, submit data justifying dollar amounts in question. Include the following with Application for Payment:

1. Current construction photographs specified in Section 01 70 00 EXECUTION AND

CLOSEOUT REQUIREMENTS.

2. Record Documents as specified in Section 01 70 00 EXECUTION AND CLOSEOUT

REQUIREMENTS, for review by the Government, which will be returned to the Contractor.

3. Construction Progress Schedule, current.

4. Survey data and calculations of quantities.

5. Data results.

6. Subcontractor invoices or vendor invoices.

7. Overdue submittals.

1.6 CHANGE PROCEDURES

Submittals: Submit name of individual who is authorized to receive change documents and is responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.

Carefully study and compare Contract Documents before proceeding with fabrication and installation of Work. Promptly advise the Government of any error, inconsistency, omission, or apparent discrepancy.

Requests for Interpretation (RFI) and Clarifications: Allot time in construction scheduling for liaison with Government; establish procedures for handling queries and clarifications.

1. Use the Government approved form for requesting interpretations.

2. The Government may respond with a direct answer on the RFI form.

1.7 JOB PAYMENT

Work items of this contract for which contract Job payments will be made are listed in Section 00 01 00 BIDDING SCHEDULE and described below. All costs for items of Work, which are not specifically mentioned to be included in a particular Job payment item, are included in the listed Job item most closely associated with the work involved. The Job price and payment made for each item listed constitutes full compensation for furnishing all labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, planning documents, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

Minor items and incidentals necessary to complete the work in a workman-like manner and provide complete, serviceable facilities shall be included in the sum of the Work items and furnished even if not specifically called for in the Engineering Drawings and Technical Specifications.

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1.8 UNIT PRICE PAYMENT

Unit Quantities: Quantities and measurements indicated on Bidding Schedule are for Contract purposes only. Actual quantities of work done in accordance with Contract Documents shall determine payment.

Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services, and incidentals; erection, application, or installation of item of the Work; overhead; and profit.

Items of Work not specifically included in this Section for measurement and payment as described herein will not be measured for payment, but will be considered subsidiary to the cost of the related work items. Minor items and incidentals necessary to complete the work in a workman-like manner and provide complete, serviceable facilities shall be included in the sum of the work items and furnished even if not specifically called for in the Engineering Drawings and Technical Specifications.

Final payment for work governed by unit prices will be made on basis of actual measurements and quantities accepted by the Government multiplied by unit sum/price for work incorporated in or made necessary by the work.

Measurement of Quantities:

1. Weigh Scales: Inspected, tested, and certified by applicable State weights and measures department within past year.

2. Measurement by Volume: Measured by cubic dimension using survey data and a computer-aided design software package. Measurements shall be of completed, in-place work. Pre- and post- surveys for measurement of dredging, capping, and cover quantities shall be completed by the Government. Contractor’s surveys shall be for Quality Control only.

3. Measurement by Area: Measured by square dimension using survey data and a computer-aided design software package.

4. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.

5. Job: Measured by percent complete of work completed.

6. Daily or Hourly: Measured by onsite time, of work conducted in accordance with

Contract Documents, documented in Daily Quality Control Reports, and verified by the Government.

7. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the work.

1.9 WORK ITEMS

Item No. 0001: Mobilization and Demobilization

1. Description

a. This item consists of all planning documents, materials, labor, and equipment to complete Work activities for mobilization and demobilization. Mobilization Work shall include, but not be limited to, obtaining of all permits; moving onto the site of all equipment and personnel; traffic control; temporary buildings and other construction facilities; sanitary facilities; utilities; communication services; field offices and requirements; progress cleaning; construction fencing; on-site backfill material management and conveyance including barriers, timber mats, mooring piles, conveyor and crane, pre- and post- construction sampling, site security, health and

Rouge River Area of Concern, Detroit, Michigan 01 20 00 - 4 Final Remedial Design Revision: 00 safety, emergency response, restoring disturbed areas with topsoil, seeding, and erosion control mats, procurement and installation of temporary project identification sign, transportation to and from the site; Resident Management System Contractor Mode (RMS CM) activities; shop drawing preparation; submittals; administration;

activity reports; progress meetings; detailed construction layouts; utility locates; and coordination necessary for the Contractor to provide and maintain a construction force at the project site complete and ready to perform all work required under the Contract. Demobilization Work shall include, but not be limited to, removing all construction equipment and temporary materials, temporary buildings, other construction facilities, temporary utilities, temporary fencing, and field offices.

2. Measurement and Payment

a. Item No. 0001 will be measured on a Job basis and payment made at the Contract Job price in accordance with the Contract Documents.

Item No. 0002: Decontamination and Wastewater Treatment

1. Description

a. This item consists of all planning documents, materials, labor, and equipment to complete Work activities for installation and use of wastewater treatment facilities in accordance with the Contract Documents. The Work shall include, but not be limited to, spill plate design and construction, decontamination pad installation, water treatment system, wastewater discharge, wastewater characterization sampling, and water discharge fee in accordance with Contact Documents.

2. Measurement and Payment

a. Item No. 0002 will be measured on a Job basis and payment made at the Contract Job price in accordance with the Contract Documents.

Item No. 0003: Temporary Shoreline Stabilization

1. Description

a. This item consists of all design, planning documents, materials, labor, surveys, work, and equipment required to complete Work activities for temporary shoreline stabilization (also referred to as temporary shoring), including purchasing temporary sheet pile walls, delivery to site, installing temporary sheet pile walls, correcting, adjustment or reconstruction, phasing, special instrumentation, temporary sheet pile deflection monitoring, removal, decontamination, final return or disposal of temporary sheet piling, backfilling for shoreline stabilization at the temporary sheet pile wall stabilized areas, backfilling the slot dredge area at the McCoig Wall, and backfilling slope areas in accordance with the Contract Documents. This item also includes implementation of the Infrastructure Protection Plan, performing structures conditions assessments, and monitoring existing infrastructure in accordance with the Contract Documents.

2. Measurement and Payment

a. Item No. 0003 will be measured on a Job basis and payment made at the Contract Job price in accordance with the Contract Documents.

b. Payment will not be made for any material that is deposited outside of the designated placement location or in excess of the overplacement allowance, unless otherwise directed by the Government. The Contractor may be directed to remove and dispose of misplaced material at no additional cost to the Government.

Item No. 0004: Oversized Debris Removal, Management, and Disposal

1. Description

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a. This item consists of all planning documents, materials, labor, and equipment necessary to complete the Work of removing from river bottom and slopes, loading, screening, segregating, unloading, processing, washing, and transporting oversized debris for disposal at the respective landfill or recycling facility in accordance with Contract Documents. This item includes management of debris defined as Oversized Debris, as described in the Basis of Design Report, Appendix H, Dredged Material Handling, Transportation and Disposal Plan.

2. Measurement and Payment

a. Item No. 0004 will be measured on a Job basis and payment made at the Contract Job price in accordance with the Contract Documents.

Item No. 0005: Large Debris Removal, Management, and Disposal

1. Description

a. This item consists of all planning documents, materials, labor, and equipment necessary to complete the Work of removing from river bottom and slopes, loading, screening, segregating, unloading, processing, and transporting large debris for disposal at a landfill in accordance with Contract Documents. This includes management of debris defined as Large Debris.

2. Measurement and Payment

a. Items No. 0005 will be measured on a basis of each ton disposed as determined by the approved landfill’s scale and payment will be made at the Contract fixed unit price proposal in accordance with the Contract Documents.

Item No. 0006: Structure Removal and Replacement

1. Description

a. This item consists of all planning documents, surveys, materials, labor, and equipment necessary to complete the Work of removing and replacing fender piles, moorings, and other existing structures including the existing structures near DU-42, in…