GROUP4-10-R-J030-Revision_0001.pdf

GROUP4-10-R-J030 SF 1442-A1

ADDENDUM TO THE STANDARD FORM 1442

U.S. NAVAL STATION MAYPORT, FLORIDA MAINTENANCE DREDGING, 50-FOOT

PROJECT ENTRANCE CHANNEL AND HARBOR COMPLEX

SPECIAL NOTIFICATION: THIS OPPORTUNITY IS AVAILABLE ONLY TO THE FOLLOWING

CONTRACTORS AWARDED A CONTRACT UNDER SOLICITATION NUMBER

For GROUP 4 use: W912EP-10-R-0026: Orion Marine Construction (W912EP-13-D-0003);

Cavache, Inc. (W912EP-13-D-0004); Cashman Dredging & Marine Contracting (W912EP-13- D-0005); Cottrell Contracting Corporation (W912EP-13-D-0006); Great Lakes Dredge & Dock Company, LLC (W912EP-13-D-0007); Dutra Dredging Company (W912EP-13-D-0008);

Marinex Construction, Inc. (W912EP-13-D-0009); Norfolk Dredging Company (W912EP-13- D-0010); Mike Hooks, Inc. (W912EP-13-D-0011); Weeks Marine, Inc. (W912EP-13-D-0012);

Southern Dredging Co., Inc. (W912EP-13-D-0013); Manson Construction Company (W912EP-13-D-0014); and C. F. Bean LLC (W912EP-13-D-0015)

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 4, DREDGING POOL.

TECHNICAL EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA); the technical evaluation factors are:

(1) Availability of technically acceptable dredge(s)

(2) Past performance, to include the MATOC (The government reserves the right to obtain copies of all Construction Contract Administration Support System (CCASS) records contained in the US Army Corps of Engineers CCASS database for the Prime Contractor (Offeror) and all Major Sub-Contractors).

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

(1) All submissions shall be on company letterhead identifying the dredge(s) the contractor proposes to do the work and the location of dredge(s). The identified dredge(s) must also have been found technically acceptable by the Contracting Officer prior to the proposal due date.

(2) Completed Bid Schedule (see Section 00010A)

(3) Bid Guarantee per Section 00700, Clause 52.228-1 and Section 00100A, Paragraph 2.4(c) of the MATOC

(4) Completed “Addendum to the Standard Form 1442”

(5) Revisions- offers shall acknowledge receipt of revisions by completing the “notice to offerors—blocks 14,15 and 20”

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 9 -- For additional information contact: Timothy A. Donnellan, (904)232-3055 Timothy.A.Donnellan@usace.army.mil

Block 10 -- Magnitude of Construction is between $5,000,000.00 and $15,000,000.00

Revision 0001 mailto:Timothy.A.Donnellan@usace.army.mil

GROUP4-10-R-J030 SF 1442-A2

Block 11 – The contractor shall begin performance within 45 calendar days and complete performance within 202 calendar days after receipt of the notice to proceed (NTP). This performance period is mandatory.

Block 12 -- The contractor must furnish any required performance and payment bonds within 10 calendar days after award of the task order.

Block 13 -- Sealed offers to perform the work required shall be delivered to the following address not later than: 2:00pm, EST Local Time on 04 October 2016.

Contracting Division – Attn: Timothy A. Donnellan U.S. Army Corps of Engineers 701 San Marco Blvd.

Jacksonville, FL 32207

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, and 20 below:

Block 14 -- Name and Address of Offeror (including Zip Code):

DUNS: ___________________ CAGE: _______________

Block 15 -- Telephone No. (Include area code): _____________________

Block 20 -- Name and Title of Person Authorized to Sign Offer (type or print):

Type/Print ________________________________________________

Signature: ________________________________________________

E-Mail: ________________________________________________

Offer Date: _______________________________________________

Block 26 -- This Task Order will be administered by:

North Florida Area Office 4070 Boulevard Center Drive Suite 201 Jacksonville, FL 32207

Block 27 -- Payment will be made by:

USACE Finance Center 5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SF 30 CONTINUATION SHEET

U.S. NAVAL STATION MAYPORT, FLORIDA MAINTENANCE DREDGING, 50-FOOT PROJECT

ENTRANCE CHANNEL AND HARBOR COMPLEX

THE PURPOSE OF THIS REVISION IS TO PROVIDE:

1) Post the Site Visit Roster.

2) Replace Page 2 of Volume 1(DESIGN AUTHENTICATION) with the signed version.

3) Remove and Replace ADDENDUM TO THE STANDARD FORM 1442.

4) Revised Sections (01 11 00), (01 57 20).

5) Remove and Replace Drawing C-09.

CONTRACTING DOCUMENTS:

1) Post the Site Visit Roster.

2) Page 2 Volume 1- DESIGN AUTHENTICATION

a. Remove and Replace with Signed Revision 0001.

3) ADDENDUM TO THE STANDARD FORM 1442.

a. Remove and Replace with Revision 0001.

TECHNICAL SPECIFICATIONS:

1) Section 01 11 00 – SUMMARY OF WORK

a. Remove and Replace with Section 01 11 00 Revision 0001.

2) Section 01 57 20 – ENVIRONMENTAL PROTECTION

a. Remove and Replace with Section 01 57 20 Revision 0001.

DRAWINGS:

1) Remove and Replace Drawing C-09.

U.S. Naval Station Mayport, Florida, Maintenance Dredging GROUP4-10-R-J030 50-Foot Project, Entrance Channel and Harbor Complex

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

JEFF E. BERGEN, P.E.

CHIEF, WATERWAYS SECTION, DESIGN BRANCH

ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOTECHNICAL BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

DUDLEY.DAVID.F.1399388

Digitally signed by DUDLEY.DAVID.F.1399388569 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=DUDLEY.DAVID.F.1399388569 Date: 2016.08.30 09:50:50 -04'00'

BERGEN.JEFFREY.

EARL.1071199173

Digitally signed by

BERGEN.JEFFREY.EARL.1071199173

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BERGEN.JEFFREY.EARL.1071199173 Date: 2016.09.06 07:45:38 -04'00'

BOROCHANER.LAU

REEN.A.1229042080

Digitally signed by

BOROCHANER.LAUREEN.A.1229042080

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=BOROCHANER.LAUREEN.A.1229042080 Date: 2016.09.06 09:47:41 -04'00'

ZEVENEY.DENNI

S.J.1249349085

Digitally signed by ZEVENEY.DENNIS.J.1249349085 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=ZEVENEY.DENNIS.J.1249349085 Date: 2016.09.06 16:04:33 -04'00'

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.2.3 Access

1.2.4 Safety Requirements

1.2.5 Contractor Access and Use of Premises

1.2.6 Security Requirements

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

1.5 PHYSICAL DATA

1.5.1 Physical Conditions

1.5.2 Weather, Water Stage and Tide Data

1.5.3 Contractor Investigation

1.5.4 Maritime Traffic

1.5.5 Obstruction of Channel

1.5.6 Hydrographic Surveys

1.6 LAYOUT OF WORK

1.6.1 Established Project Control

1.6.2 Layout

1.6.3 Survey

1.7 DAMAGE TO WORK

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1 Revision 0001

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

GDR Section 00 31 32, Geotechnical Data Report for U.S. Naval Station Mayport, Maintenance Dredging, 50-Foot Project

EM 385-1-1 Safety and Health Requirements Manual

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

Project consists of maintenance dredging the following areas: Bar Cut-3, the Mayport Entrance Channel, the Turning Basin, the Destroyer basin, and the Small Boat Basin. All excavated material will be transported and placed in the Jacksonville ODMDS Release Zone "A". Work will also include turbidity and environmental species monitoring.

1.2.2 Location

U. S. Naval Station Mayport is located at the mouth of the St. Johns River in Duval County, Florida where it enters the Atlantic Ocean and is accessible from both bodies of water. Land access is available from Florida SR A1A. The center of the Jacksonville ODMDS Release Zone "A" lies in the Atlantic Ocean approximately 4.9 nautical miles southeast of the seaward tip of the southern river jetty.

1.2.3 Access

Coordinate with Port Ops Harbor Master for facility access. Point of contact will be provided at the Preconstruction Conference. NS Mayport has a non-mandatory program for base access managed by a company called RAPIDGate. The RAPIDGate Program manages installation access for employees of companies that serve the installation such as:

a. Vendors.

b. Service Providers.

c. Suppliers.

d. Contractors.

e. Sub-Contractors.

RAPIDGate Credentials are generally:

SECTION 01 11 00 Page 2 Revision 0001

a. For long-term access.

b. Valid for 5 years.

c. Renewed on an annual basis.

d. Allow for RANDOM vehicle inspections.

e. Allow access through ALL GATES that size permits.

f. Allow access during normal business hours.

g. Allow fast-lane access in Pass and ID.

For Short-Term Access, Credentials are:

a. Valid until the expiration date shown or until 31 December of the current year, whichever occurs sooner.

b. Call for MANDATORY vehicle inspections.

c. Limited access to NS Mayport to the hours of 8:00 a.m. to 2:00 p.m. Monday through Friday.

For further information on the RAPIDGate program, contact the company at 1-877-RAPIDGate (727-4342).

1.2.4 Safety Requirements

See Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS and EM 385-1-1 .

1.2.5 Contractor Access and Use of Premises

It should be recognized the requirements for security and base access vary between bases as well as between various locations within individual bases. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless cleared by the Contracting Officer.

1.2.6 Security Requirements

Security passes will be required for all Contractor and Subcontractor personnel. See Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES, paragraph titled Identification of Employees.

1.3 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK

a. Read this paragraph in conjunction with the Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (FAR 52.211-10) of Section 00700 CONTRACT CLAUSES in Volume 1.

b. In addition to the above, the following shall apply: The phrase "commence work" means "commence dredging". The commencement time indicated applies unless precluded by inclement weather as determined by the Contracting Officer.

1.4 LIQUIDATED DAMAGES - CONSTRUCTION

Refer to the Clause LIQUIDATED DAMAGES - CONSTRUCTION (FAR 52.211-12) of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 11 00 Page 3 Revision 0001

1.5 PHYSICAL DATA

Read this paragraph in conjunction with the Clause PHYSICAL DATA (FAR 52.236-4) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.1 Physical Conditions

The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys and/or by core borings. When the indicated physical conditions are the result of site investigations by core borings, the core boring logs and laboratory data are in Section 00 31 32 GEOTECHNICAL DATA REPORT ( GDR) and the core boring locations are shown on the drawings. Also, see the GDR for instructions concerning availability of core borings for inspection.

1.5.2 Weather, Water Stage and Tide Data

See Section 00 33 50 WEATHER, WATER STAGE AND TIDE DATA.

1.5.3 Contractor Investigation

Refer to the Clause SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK (FAR 52.236-3) of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5.4 Maritime Traffic

Marine Traffic in the project area consists of Naval, cruise ships, commercial, pleasure, and small recreational vessels of all types and sizes which can be accommodated by existing depths.

1.5.5 Obstruction of Channel

The Government will not undertake to keep the channel free from vessels or other obstructions, except to the extent of such regulations, if any, as may be prescribed by the Secretary of the Army, in accordance with the provisions of Section 7 of the River and Harbor Act approved 8 August 1917. The Contractor will be required to conduct the work in such manner as to obstruct navigation as little as possible, and in case the Contractor's plant so obstructs the channel as to make difficult or endanger the passage of any vessels, said plant shall be promptly moved on the approach of any vessel to such an extent as may be necessary to afford a practicable passage. Upon completion of the work the Contractor shall promptly remove his plant, including ranges, buoys, piles, and other marks placed by him under the contract in navigable waters or on shore.

1.5.6 Hydrographic Surveys

Hydrographic surveys are posted at the following web address:

http://www.saj.usace.army.mil/Missions/CivilWorks/Navigation/HydroSurveys Survey numbers are indicated on the drawings.

1.6 LAYOUT OF WORK

Read this paragraph in conjunction with the Clause LAYOUT OF WORK (FAR 52.236-17) of Section 00700 CONTRACT CLAUSES in Volume 1.

SECTION 01 11 00 Page 4 Revision 0001

1.6.1 Established Project Control

The Government has established monuments along the work site(s). Each monument is represented in the contract drawings by a Designation and in most cases, an alphanumeric Permanent Identifier (PID). Information concerning the location and elevations can be found within the Survey Notes on the plan sheets. The Survey Notes for each included field survey will cite a particular survey number, and specify the control used to conduct that survey. Additional information is included in the Survey Notes that must be duplicated if an attempt to recreate the subject survey is desired.

For navigation channels, the Government has established tidal calibration sites for projects constructed and maintained to a tidal datum. Each tidal calibration site is represented in the plan sheet drawings by Station ID, and is cited in the Survey Notes. All projects constructed and maintained to a tidal datum shall be calibrated to the Station ID specified in the plan sheet drawings. Information regarding the location and associated benchmarks of the referenced Station ID is included in the Monument Description section of these specifications.

See Section 00 31 21 CONTROL MONUMENT DESCRIPTIONS.

1.6.2 Layout

From the monuments, control data and elevations established by the Government, the Contractor shall complete the layout of the work and shall be responsible for all measurements that may be required for the execution of the work to the location and limit marks prescribed in the specifications or on the contract drawings, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

1.6.3 Survey

The Contractor shall furnish, at his own expense, such stakes, templates, platforms, equipment, tools and material, and all labor as may be required in laying out any part of the work from the monuments, control data and elevations established by the Government. It shall be the responsibility of the Contractor to maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence, prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor.

The Contracting Officer may require that work be suspended at any time when location and limit marks established by the Contractor are not reasonably adequate to permit checking of the work.

1.7 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood, earthquake, hurricane, or tornado, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered

SECTION 01 11 00 Page 5 Revision 0001 by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work, an equitable adjustment pursuant to Clause CHANGES of Section 00700 CONTRACT CLAUSES in Volume 1 will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

-- End of Section --

SECTION 01 11 00 Page 6 Revision 0001

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

1.2 REFERENCES

1.2.1 Miscellaneous Environmental Laws And Regulations

1.2.2 Publication Reference(s)

1.3 QUALITY CONTROL

1.4 PERMITS AND AUTHORIZATIONS

1.5 SUBMITTALS

1.6 SUBCONTRACTORS

1.7 NOTIFICATION

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

3.1.1 General Project Environmental Design and Installation Criteria

3.1.1.1 Sewage-Based Systems Environmental Design and Installation

Criteria

3.1.2 Protection of Land Resources

3.1.2.1 Work Area Limits

3.1.2.2 Contractor Facilities and Other Work Areas

3.1.2.3 Solid Wastes

3.1.2.4 Fuel, Oil, and Lubricants

3.1.2.5 Hazardous Waste

3.1.2.6 Hazardous Materials

3.1.2.7 Disposal of Other Materials

3.1.3 Preservation and Recovery of Historic, Archeological, and

Cultural Resources

3.1.3.1 Applicable Law

3.1.3.2 Known Resources

3.1.3.3 Inadvertent Discoveries

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

3.1.4 Protection of Water Resources

3.1.4.1 Washing and Curing Water

3.1.4.2 Monitoring of Water Areas

3.1.4.3 Turbidity

3.1.4.4 Oil, Fuel, and Hazardous Substance Spill Prevention and

Mitigation

3.1.5 Protection of Fish and Wildlife Resources

3.1.5.1 Endangered Species Protection

3.1.5.2 Endangered Species Observers (Hopper Dredge Only)

3.1.5.3 Manatee, Sea Turtle, and Whale Sighting Reports

SECTION 01 57 20 Page 1 Revision 0001

3.1.5.4 Disposition of Turtles or Turtle Parts

3.1.5.5 Report Submission

3.1.5.6 Hopper Dredge Equipment

3.1.5.7 Sea Turtle Non-Capture Trawl Sweeping (For Hopper Dredges

Only)

3.1.5.8 Suspension of Dredging (For Hopper Dredges Only)

3.1.5.8.1 Excessive Turtle Take

3.1.5.8.2 General Guidelines for Corps Discretionary Authority to Initiate Turtle Trawling

3.1.6 Protection of Air Resources

3.1.6.1 Particulates

3.1.6.2 Odors

3.1.7 Protection of Sound Intrusions

3.2 POSTCONSTRUCTION CLEANUP

3.3 PRESERVATION AND RESTORATION OF LANDSCAPE AND MARINE VEGETATION

DAMAGES

3.4 MAINTENANCE OF POLLUTION CONTROL FACILITIES

3.5 CONSTRUCTION FORMS AND DETAILS

-- End of Section Table of Contents --

SECTION 01 57 20 Page 2 Revision 0001

SECTION 01 57 20

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 SCOPE

This Section covers prevention of environmental damage as the result of construction operations under this contract and for those measures set forth in other Technical Requirements of these specifications. For the purpose of this specification, environmental damage is defined as the presence of hazardous, physical, chemical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; affect other species, biological communities, or ecosystems; or degrade the quality of the environment for aesthetic, cultural, and/or historical purposes. The control of environmental damage requires consideration of land, water, and air, and includes management of visual aesthetics, noise, solid waste, radiant energy and radioactive materials, as well as other pollutants.

1.2 REFERENCES

1.2.1 Miscellaneous Environmental Laws And Regulations

There are numerous environmental laws and regulations. At the Federal level, the applicable laws and regulations include compliance with the Clean Water Act (CWA); Clean Air Act (CAA); Coastal Zone Management Act (CZMA); Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA); Endangered Species Act (ESA); Fish and Wildlife Coordination Act (FWCA); Marine Protection, Research, and Sanctuaries Act (MPRSA);

Magnuson-Stevens Fishery Conservation and Management Act (MSFCMA);

National Environmental Policy Act (NEPA); National Historic Preservation Act (NHPA); National Pollution Discharge Elimination System (NPDES);

Research and Sanctuaries Act; Native American Graves Protection and Repatriation Act (NAGPRA); Resource Conservation and Recovery Act (RCRA);

Rivers and Harbors Act (R&H); Safe Drinking Water Act (SDWA); Toxic Substance Control Act (TSCA); Wild and Scenic Rivers Act (WSRA); Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA); Marine Mammal Protection Act (MMPA); Migratory Bird Treaty Act; Code of Federal Regulations (CFRs); Executive Orders; and, Environmental Protection Agency (EPA) requirements.

1.2.2 Publication Reference(s)

The publication(s) listed below form(s) a part of this specification to the extent referenced. The publication(s) are referred to in the text by basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 Safety and Health Requirements Manual

EM 1110-1-1003 (1996) NAVSTAR Global Positioning System Surveying

SECTION 01 57 20 Page 3 Revision 0001

ER 1110-1-5 (1984) Plant Pest Quarantined Areas and Foreign Soil Samples

1.3 QUALITY CONTROL

The Contractor shall establish and maintain quality control for environmental protection of all items set forth herein. The Contractor shall record on daily quality control reports or attachments thereto, any problems in complying with laws, regulations and ordinances, and corrective action taken.

1.4 PERMITS AND AUTHORIZATIONS

The Contractor shall comply with all requirements under the terms and conditions set out in the following permit(s) and authorization(s) obtained by the Corps of Engineers listed below.

a. Florida Department of Environmental Protection Permit No.

0196508-005-BE Exemption; DA MPRSA Section 103 Permit SAJ-2002-02052-(SP-BAL); effective 6/28/2013; expires 6/28/2016. DA RHA Section 10 Permit SAJ-2002-02052-(SP-BAL); effective 6/28/2013;

expires 6/28/2023.

b. EPA MPRSA Section 103 Concurrence; effective 8/29/2016 and expires 8/29/2019.

c. Jacksonville ODMDS Site Management and Monitoring Plan; effective September 2015; revised June 2010; expires September 2025.

d. DA Section 10/103 Permit: effective 7/17/2014 and expires 7/17/2024 (Section 10). DA permit modification issued 9/1/16.

The above permits indicate issuing agency approval of work required by this contract. Permits and environmental compliance documents are available at the following web address:

http://www.saj.usace.army.mil/About/Divisions-Offices/Planning/Environmental-Branch/ Environmental-Compliance/

The Contractor shall obtain and comply with the requirements of all other permits or licenses required for construction of this project in accordance with the Clause PERMITS AND RESPONSIBILITIES of Section 00700 CONTRACT CLAUSES in Volume 1.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

Submit the following preconstruction submittal items no later than 30 calendar prior to commencement of dredging:

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G, DO

No later than 30 calendar days prior to commencement of

SECTION 01 57 20 Page 4 Revision 0001 dredging, the Contractor shall submit an Environmental Protection Plan for review and acceptance by the Contracting Officer. The Government will consider an interim plan for the first 30 days of operations. However, the Contractor shall furnish an acceptable final plan no later than 30 calendar days after receipt of Notice to Proceed. Acceptance of the Contractor's plan shall not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures. Acceptance of the plan is conditional and predicated on satisfactory performance during construction. The Government reserves the right to require the Contractor to make changes to the Environmental Protection Plan or operations if the Contracting Officer determines that environmental protection requirements are not being met. No physical work at the site shall begin prior to acceptance of the Contractor's plan or an interim plan covering the work to be performed. The Environmental Protection Plan shall include but not be limited to the following:

a. A list of Federal, State, and local laws, regulations, and permits concerning environmental protection, pollution control, and abatement that are applicable to the Contractor's proposed operations and the requirements imposed by those laws, regulations, and permits.

b. Methods for protection of features to be preserved within authorized work areas. The Contractor shall prepare a listing of methods to protect resources needing protection, i.e., trees, shrubs, vines, grasses and ground cover, landscape features, air and water quality, fish and wildlife, soil, historical, archeological, and cultural resources.

c. Procedures to be implemented to provide the required environmental protection and to comply with the applicable laws and regulations. The Contractor shall provide written assurance that immediate corrective action will be taken to correct pollution of the environment due to accident, natural causes, or failure to follow the procedures set out in accordance with the environmental protection plan.

d. A permit or license for and the location of the solid waste disposal area.

e. Drawings showing locations of any proposed temporary excavations or embankments for haul roads, stream crossing, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials.

f. Environmental monitoring plans for the job site, including land, water, air, and noise monitoring.

g. Traffic control plan.

h. Methods of protecting surface and ground water during construction activities.

i. Spill prevention. The Contractor shall specify all potentially hazardous substances to be used on the job site and intended actions to prevent accidental or intentional introduction of such materials into the air, ground, water, wetlands, or

SECTION 01 57 20 Page 5 Revision 0001 drainage areas. The plan shall specify the Contractor's provisions to be taken to meet Federal, State, and local laws and regulations regarding labeling, storage, removal, transport, and disposal of potentially hazardous substances.

j. Spill contingency plan for hazardous, toxic, or petroleum material.

k. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas.

l. A statement as to the person who shall be responsible for implementation of the Environmental Protection Plan. The Contractor personnel responsible shall report directly to the Contractor's top management and shall have the authority to act for the Contractor in all environmental protection matters.

m. Recycling and Waste Management Plan. Executive Order 12873 of 20 October 1993 requires a number of considerations in planning a project. Fallen trees should not be burned or buried.

Mulching, composting, and other uses for trees should be considered. Also, recovery of metals at the job site, including aluminum cans, should be considered with proceeds to be retained by the Contractor. Non-Federal recycling and waste minimization efforts shall also be incorporated into this plan.

n. A statement as to the person who shall be responsible for turbidity monitoring and reporting to be performed. Method of turbidity monitoring and reporting that will be performed. The turbidity monitoring requirements of any special areas such as outstanding Florida waters.

o. Operational plan to achieve protection of sea turtles during hopper dredge(s) operation.

p. The Contractor shall provide one whale observer text mailbox per dredge e-mail address or telephone number to receive real time whale alerts throughout the calving season.

SD-02 Shop Drawings

Turtle Deflector Device ; G, DO

If the Contractor proposes to use a hopper dredge for this work, detail drawings shall be submitted showing the proposed device and its attachment to the Contractor's equipment no later than 30 calendar days prior to commencement of dredging. Contractor's drawings to be submitted shall include the approach angle for any and all depths to be dredged during this contract. A copy of the approved drawings and calculations shall be available on the vessel during the life of this contract. No dredging work shall be allowed to commence until approval of the installed turtle deflector device.

SD-07 Certificates

Qualifications

SECTION 01 57 20 Page 6 Revision 0001

Manatee Observer Qualifications (Clamshell Only); G, DO

No later than 15 calendar days prior to the commencement of dredging, the Contractor shall furnish to the Contracting Officer for approval, the qualifications of the manatee observer. Only individuals having previous, multiple on-water experiences serving as dedicated, protected marine animal observers during daytime and nighttime dredging operations, including clamshell dredging, shall serve in this capacity for the proposed work. Proof of such qualifications, including the observer's name, project title and location, and dates shall be submitted by the Contractor.

Sea Turtle Non-Capture Trawling Supervisor Qualifications (For Hopper Dredges Only)

Within 10 calendar days after Notice to Proceed, the Contractor shall submit non-capture trawling supervisor qualifications to the Contracting Officer. Trawling supervisor shall be a biologist approved by NMFS. The Contractor shall consult and coordinate qualifications with Ms. Terri Jordan at 904-232-1817 or Mr. Paul Stodola at 904-232-3271.

SD-11 Closeout Submittals

Logs/Final Summary Report

Contractor shall submit as specified, logs and final summary report of sightings and incidents with endangered species.

Project Environmental Summary Sheet

Contractor shall submit within 30 days following completion of the project, a written report of the absence or occurrence of environmental incidents. In addition, for construction activities whose anticipated duration is more than one calendar year, the Contractor shall complete a sheet each May 31st (plus/minus 14 days).

Endangered Species Observer Program Final Report Non-Capture Trawl Sweeping Daily Logs

Within 30 days following completion of work, the Contractor shall submit an Endangered Species Observer Program Final Report, including Load Data Forms, Daily Load Forms, Weekly Summaries and Incidental Take Forms, and submit the Non-Capture Trawl Sweeping Daily Logs.

1.6 SUBCONTRACTORS

Assurance of compliance with this section by subcontractors shall be the responsibility of the Contractor.

1.7 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with the aforementioned Federal, State, or local laws or regulations, permits and other elements of the Contractor's environmental protection plan. The Contractor shall, after receipt of

SECTION 01 57 20 Page 7 Revision 0001 such notice, inform the Contracting Officer of proposed corrective action and take such action as may be approved. If the Contractor fails to comply promptly, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken.

No time extensions shall be granted or costs or damages allowed to the Contractor for any such suspension.

Additionally, the Contractor shall notify the Contracting Officer, in writing, of the absence or occurrence of environmental incidents, as required on the Project Environmental Summary Sheet, copy on the first web site indicated in paragraph CONSTRUCTION FORMS AND DETAILS below. Refer to paragraph SUBMITTALS above.

1.8 CONTRACTOR PERSONNEL QUALIFICATIONS IN POLLUTION CONTROL

The Contractor's personnel shall be qualified to perform all phases of environmental protection, including methods of detecting and avoiding pollution, familiarization with pollution standards, both statutory and contractual, and careful installation and monitoring of the project to ensure adequate and continuous environmental pollution control. Quality Control and supervisory personnel shall be thoroughly knowledgeable of Federal, State, and local laws, regulations, and permits as listed in the Environmental Protection Plan submitted by the Contractor. Quality Control personnel will be identified in the Quality Control Plan submitted in accordance with Section 01 45 05 DREDGING/BEACH FILL PLACEMENT -

CONTRACTOR QUALITY CONTROL.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION

3.1 PROTECTION OF ENVIRONMENTAL RESOURCES

For contract work, the Contractor shall comply with all applicable Federal, State, or local laws and regulations. The environmental resources within the project boundaries and those affected outside the limits of permanent work under this contract shall be protected at least during the entire period of this contract. The Contractor shall confine his activities to areas defined by the drawings and specifications.

Environmental protection shall be as stated in the following subparagraphs.

3.1.1 General Project Environmental Design and Installation Criteria

Some project sites have features that shall not be impacted in any way, including cultural, historic, or archeological features. At all sites, the Contractor shall minimize disturbance to existing features at the site to the extent possible, including vegetative, topographic, and drainage pattern features. Wetland impacts (temporary access, detours, staging areas, and other work area impacts) to project sites should be avoided and may require separate permitting action. Any wetlands temporarily impacted shall have its soil restored upon project completion. Expansion of previously permitted project footprints may likewise require separate permitting action.

In all cases, the installation of temporary systems to aid construction shall provide for protection of the environment during handling, installing, storing, utilizing, transporting, servicing, testing, refilling, transferring, pumping, processing, removing waste products, repairing and maintaining systems and their components. Necessary

SECTION 01 57 20 Page 8 Revision 0001 protection shall also be considered that would prevent contamination of the environment from impacts to the systems caused by storm water runoff and flooding. Retrofit of temporary systems on project sites to modern environmental protection design standards shall also be considered.

In the event environmental protection measures fail, the Contractor shall implement procedures to control and correct environmental damage. The Contractor shall coordinate with the Contracting Officer if environmental protection measures fail.

3.1.1.1 Sewage-Based Systems Environmental Design and Installation Criteria

In general, there shall be no waste or debris discharges of any kind for a project unless authorized by the Contracting Officer. This shall include the Contractor's providing sufficient temporary sanitary equipment and facilities for the project. The design and/or installation of temporary or permanent sewage systems shall ensure that waters will be free of effects of sewage discharges. Applicable Federal, State, or local codes and requirements regarding sewage shall be strictly adhered to in the design, such as those of the EPA and, in the case of the State, Chapter 62-620 (Wastewater Facilities) of the FAC. Best Management Practices from the applicable agencies shall also be adhered to in the design.

3.1.2 Protection of Land Resources

Prior to the beginning of any construction, the Contractor shall identify all land resources to be preserved or avoided within the Contractor's work area. Materials displaced into uncleared areas shall be removed. The Contractor shall not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without special permission from the Contracting Officer. The Contractor shall engage a qualified tree surgeon to perform all tree surgery. The Contractor shall be responsible to repair injuries to bark, trunk, branches, and roots of protected trees by dressing, cutting, and painting as specified for Class I Fine Pruning, of the National Arborist Association Pruning Standards for Shade Tree or as per State's Agricultural Extension Agency Guidelines, immediately as occurrences arise. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Where such special emergency use is permitted, the Contractor shall provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs.

3.1.2.1 Work Area Limits

Prior to any construction, the Contractor shall mark the areas that are not required to accomplish all work to be performed under this contract.

Isolated areas within the general work area which are to be saved and protected shall also be marked or fenced. The Contractor shall protect from damage all existing trees designated to remain. Protection of tree roots shall be provided against noxious materials in solution caused by run-off or spillage. Fires shall be located outside the canopy of protected trees. No materials, trailers, or equipment shall be stored within the drip line of any protected tree. Monuments and markers shall be protected before construction operations commence. Where construction operations are to be conducted during darkness, the markers shall be visible. The Contractor shall convey to his personnel the purpose of marking and/or protection of all necessary objects.

SECTION 01 57 20 Page 9 Revision 0001

3.1.2.2 Contractor Facilities and Other Work Areas

Locate facilities, staging and other work areas as indicated in Section 01 50 02 TEMPORARY CONSTRUCTION FACILITIES, and in compliance with permits listed in the paragraph PERMITS AND AUTHORIZATIONS above and obtained for performance of work.

3.1.2.3 Solid Wastes

Solid wastes (excluding clearing debris) shall be placed in containers which are emptied on a regular schedule. All handling and disposal shall be conducted to prevent contamination. Solid waste materials shall be hauled to a solid waste disposal site approved by the Contracting Officer. The Contractor shall comply with Federal, State, and local regulations pertaining to the use of the solid waste disposal site.

3.1.2.4 Fuel, Oil, and Lubricants

Fuel, oil, and lubricants shall be managed so as to prevent spills and evaporation. To prevent spills, fuel dispensers shall have a 4-foot square, 16-gauge metal pan with borders banded up and welded at corners right below the bibb. Edges of the pans shall be 8-inch minimum in depth to ascertain that no contamination of the ground takes place. Pans shall be cleaned by an approved method immediately after every dispensing of fuel and wastes disposed of offsite in an approved area. Should any spilling of fuel occur, the Contractor shall immediately recover the contaminated ground and dispose of it offsite in an approved area.

Petroleum waste generated shall be stored in marked corrosion-resistant containers and recycled or disposed of in accordance with 40 CFR 279, State, and local regulations.

3.1.2.5 Hazardous Waste

Hazardous wastes are defined in 40 CFR 261. The Contractor shall ensure that hazardous wastes are stored and disposed of in accordance with 40 CFR 261 and State and local regulations. The Contractor shall ensure that hazardous wastes are packed, labeled, and transported in accordance with 49 CFR 173 and State and local regulations.

3.1.2.6 Hazardous Materials

The Contractor shall ensure that hazardous materials are labeled, stored, and transported in accordance with 49 CFR 173, State and local regulations.

3.1.2.7 Disposal of Other Materials

Other materials than previously discussed (Construction and Demolition, vegetative waste, etc.) shall be handled as directed.

3.1.3 Preservation and Recovery of Historic, Archeological, and Cultural Resources

3.1.3.1 Applicable Law

A number of Federal laws require protection of cultural resources. Two laws, in particular, can be potentially involved with dredging activities: (1) the National Historic Preservation Act, as amended; and,

(2) the Abandoned Shipwreck Act.

SECTION 01 57 20 Page 10 Revision 0001

3.1.3.2 Known Resources

If known historic, archeological and cultural resources within the Contractor's work area(s) are present, it will be designated as a "environmentally sensitive area" on the contract drawings or other documents. If so designated, the Contractor shall install protection for these resources and shall be responsible for their preservation during the contract's duration. The Contractor shall not distribute maps or other information on these resource locations except for distribution among the Contractor's staff with a "need to know" technical responsibility for protecting the resources.

3.1.3.3 Inadvertent Discoveries

If, during construction activities, the Contractor observes items that may have historic or archeological value, such observations shall be reported immediately to the Contracting Officer so that the appropriate Corps staff may be notified and a determination for what, if any, additional action is needed. Examples of historic, archeological and cultural resources are bones, remains, artifacts, shell, midden, charcoal or other deposits, rocks or coral, evidences of agricultural or other human activity, alignments, and constructed features. The Contractor shall cease all activities that may result in the destruction of these resources and shall prevent his employees from further removing, or otherwise damaging, such resources.

The possibility of encountering submerged cultural resources is inherent in dredging and snagging operations. Such findings could include shipwrecks, shipwreck debris fields (such as steam engine parts), prehistoric watercraft (such as log "dugouts"), and other structural features intact or displaced. The materials may be deeply buried in sediment, resting in shallow sediments or above them, or protruding into water. Suspected cultural materials inadvertently gathered from a water-saturated context should be kept moist by re-immersion, spraying, or some other expedient means of wetting until the appropriate Corps staff provide further directives. No interviews or other contact with media shall occur without clear authorization from the Contracting Officer or the appropriate Corps representative.

3.1.3.4 Claims for Downtime due to Inadvertent Discoveries

Upon discovery and subsequent reporting of a possible inadvertent discovery of cultural resources, the Contractor shall seek to continue work well away from, or otherwise protectively avoiding, the area of interest, or in some other manner that strives to continue productive activities in keeping with the contract. Should an inadvertent discovery be of the nature that substantial impact(s) to the work schedule are evident, such delays shall be coordinated with the Contracting Officer.

Contract adjustments resulting from compliance with this paragraph shall be determined in accordance with Clause DIFFERING SITE CONDITIONS of Section 00700 CONTRACT CLAUSES in Volume 1.

3.1.4 Protection of Water Resources

The Contractor shall keep construction activities under surveillance, management, and control to avoid pollution of surface, ground waters, and wetlands. The Contractor shall plan his operation and perform all work necessary to minimize adverse impact or violation of the water quality standard. Special management techniques as set out below shall be

SECTION 01 57 20 Page 11 Revision 0001 implemented to control water pollution by the listed construction activities which are included in this contract. The Contractor's construction methods shall protect wetland and surface water areas from damage due to mechanical grading, erosion, sedimentation and turbid discharges. There shall be no storage or stockpiling of equipment, tools, or materials within wetlands or along the shoreline within the littoral zone unless specifically authorized.

3.1.4.1 Washing and Curing Water

Waste waters directly derived from construction activities shall not be allowed to enter water areas. These waste waters shall be collected and placed in retention ponds where suspended materials can be settled out or the water evaporates so that pollutants are separated from the water.

Analysis shall be performed and results reviewed and approved by Corps staff before water in retention ponds is discharged.

3.1.4.2 Monitoring of Water Areas

All water areas affected by construction activities shall be monitored by the Contractor.

3.1.4.3 Turbidity

The Contractor shall conduct his operations in a manner to minimize turbidity. Refer to Section 01 57 25 TURBIDITY AND DISPOSAL MONITORING for further instructions.

3.1.4.4 Oil, Fuel, and Hazardous Substance Spill Prevention and Mitigation

The Contractor shall prevent oil, fuel, or other hazardous substances from entering the air, ground, drainage, local bodies of water, or wetlands.

This shall be accomplished by design and procedural controls. In the event that a spill occurs despite the design and procedural controls, the following shall occur:

(1) Immediate action shall be taken to contain and cleanup any spill of oil, fuel or other hazardous substance.

(2) Spills shall be immediately reported to the Contracting Officer.

(3) Spill contingency planning shall be strictly in accordance with the criteria of 40 CFR, Part 109.

(4) To control the spread of any potential spill, absorbent materials shall be readily available and capable of absorbing the contents of the single largest tank.

(5) To control the spread of any potential spill, the Contractor shall provide a written certification of commitment of manpower, equipment, and materials required to expeditiously cleanup and dispose of spill materials.

a. Spill Preventive Systems: System design and installation requirements have been discussed at the beginning of this Section.

Temporary or portable tanks shall conform to applicable Federal, State, and local codes and requirements and shall not be placed where they may be affected by storm, flooding, or washout. Diversionary

SECTION 01 57 20 Page 12 Revision 0001 structures for spills shall be put in place in advance where practical. Both spill preventive systems and any deviations from associated requirements shall be approved by the Contracting Officer prior to implementation.

b. Liabilities: The Contractor shall be liable in the amounts established in 40 CFR, Part 113 when it can be shown that oil was discharged as a result of willful negligence or willful misconduct.

The penalty for failure to report the discharge of oil shall be in accordance with the provision of 33 CFR, Part 153.

3.1.5 Protection of Fish and Wildlife Resources

The Contractor shall keep construction activities under surveillance, management, and control to minimize interference with, disturbance to, and damage of fish and wildlife. Species that require specific attention along with measures for their protection shall be listed in the Contractor's Environmental Protection Plan prior to the beginning of construction operation.

In the event that a threatened or endangered species is harmed as a result of construction activities, the Contractor shall cease all work and notify the Contracting Officer. The order of contact within the Corps of Engineers shall be as follows:

Order of Contact of Corps Personnel

Title Telephone Number

Corps, Inspector Onsite/After hours to be provided

Area Engineer, North Florida Area Office

(CESAJ-CD-N) 904-232-2086

Chief, Environmental Branch Planning Division (CESAJ-PD-E) 904-232-2336

Chief, Construction Division

(CESAJ-CD) 904-232-1639

3.1.5.1 Endangered Species Protection

The Contractor shall instruct all personnel associated with the project of the potential presence of manatees, sea turtles, dolphins, sturgeons, and whales in the area, and the need to avoid collisions with and harming these animals.