W912P619B0021_114419_Chicago_Harbor_Lock_Chamber_Wall_Repair_AMD_0003_SPECS_(23-Sep-19).pdf.pdf

Chicago Lock Chamber Wall Resurfacing Project W912P619B0021

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization (Base Bid Item 0001AA)

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Demobilization (Base Bid Item 0001AB)

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Mobilization (Optional Bid Item 0007)

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Demobilization (Optional Bid Item 0008)

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 Temporary Construction Facilities (Base Bid Item 0001AC)

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Cofferdam and Dewatering (Base Bid Item 0001AD)

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Lock Wall Demolition and Removal (Base Bid Item 0001AE, Option

Group 1 Bid Item 0002AA, Option Group 2 Bid Item 0003AA, Option Group 3 Bid Item 0004AA, Option Group 4 Bid Item 0005AA, and Option Group 5 Bid Item 0006AA)

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Lock Wall Steel Wall Panels (Base Bid Item 0001AF, Option

Group 1 Bid Item 0002AB, Option Group 2 Bid Item 0003AB, Option Group 3 Bid Item 0004AB, and Option Group 4 Bid Item 0005AB, Option Group 5 Bid Item 0006AB)

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Lock Wall Steel Ladder (Base Bid Item 0001AG, Option Group 2

Bid Item 0002AC, Option Group 3 Bid Item 0004AE, and Option Group 4 Bid Item 0005AC)

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 Lock Wall Remove and Reuse Handrails and Cleats (Base Bid

Item 0001AH, Option Group 1 Bid Item 0002AD, Option Group 2 Bid Item 0003AC, Option Group 3 Bid Item 0004AC,Option Group 4 Bid Item 0005AD, and Option Group 5 Bid Item 0006AC)

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 Lock Wall Cast-in-Place Concrete Slab (Base Bid Item 0001AJ, Option Group 1 Bid Item 0002AE, Option Group 2 Bid Item 0003AD, SECTION 01 22 00.00 10 Page 1

AMD#0003 - 09/23/19

Option Group 3 Bid Item 0004AD, Option Group 4 Bid Item 0005AE, and Option Group 5 Bid Item 0006AD)

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 Performance and Payment Bonds (Base Bid Item 0001AK, Option

Group 1 Bid Item 0002AF, Option Group 2 Bid Item 0003AE, Option Group 3 Bid Item 0004AF, Option Group 4 Bid Item 0005AF, and Option Group 5 Bid Item 0006AE)

1.1.12.1 Payment

1.1.12.2 Unit of Measure

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00.00 10 Page 2

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BID SCHEDULE and described below.

All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price 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 plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization (Base Bid Item 0001AA)

1.1.1.1 Payment

Payment will be made for costs associated with mobilization. The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site. The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the job price for this item. The Contracting Officer Representative (COR) may require the Contractor to furnish cost data to justify its bid price for this item if the COR deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the COR will result in payment determined by the COR of the actual cost, which is not subject to appeal.

1.1.1.2 Unit of Measure

Unit of Measure: JOB

1.1.2 Demobilization (Base Bid Item 0001AB)

1.1.2.1 Payment

Payment will be made for costs associated with demobilization. The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force to the project site. The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the job price for this item. The COR may require the Contractor to furnish cost data to justify its bid price for this item if the COR deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the COR will result in payment determined by the COR of the actual cost, which is not subject to appeal.

SECTION 01 22 00.00 10 Page 3

1.1.2.2 Unit of Measure

Unit of Measure: JOB

1.1.3 Mobilization (Optional Bid Item 0007)

1.1.3.1 Payment

Payment will be made for costs associated with mobilization for optional work completed between November 16, 2021 and April 14, 2022. The contractor will be compensated for the totality of its activities needed to mobilize its equipment and labor force to the project site. The Government will pay all costs for the mobilization of all of the Contractor's plant and equipment at the job price for this item. The Contracting Officer Representative (COR) may require the Contractor to furnish cost data to justify its bid price for this item if the COR deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the COR will result in payment determined by the COR of the actual cost, which is not subject to appeal.

1.1.3.2 Unit of Measure

Unit of Measure: JOB

1.1.4 Demobilization (Optional Bid Item 0008)

1.1.4.1 Payment

Payment will be made for costs associated with demobilization for optional work completed between November 16, 2021 and April 14, 2022. The contractor will be compensated for the totality of its activities needed to demobilize its equipment and labor force to the project site. The Government will pay all costs for the demobilization of all of the Contractor's plant and equipment at the job price for this item. The COR may require the Contractor to furnish cost data to justify its bid price for this item if the COR deems there is no reasonable relationship to the cost of the work in this contract. Failure to justify the line item price to the satisfaction of the COR will result in payment determined by the COR of the actual cost, which is not subject to appeal.

1.1.4.2 Unit of Measure

Unit of Measure: JOB

1.1.5 Temporary Construction Facilities (Base Bid Item 0001AC)

1.1.5.1 Payment

Payment will be made at the contract job price for all labor, equipment and materials for the Contractor's temporary work barge, restoration, project and safety signs, and other incidental items as described in Section 01 52 02 TEMPORARY CONSTRUCTION FACILITIES and Section 01 58 00

PROJECT IDENTIFICATION.

1.1.5.2 Unit of Measure

Unit of Measure: JOB

SECTION 01 22 00.00 10 Page 4

1.1.6 Cofferdam and Dewatering (Base Bid Item 0001AD)

1.1.6.1 Payment

Payment will be made at the contract job price for the fabrication, installation, maintenance, removal, and disposal of the cofferdam necessary to facilitate construction as shown on the drawings. Dewatering operations for the cofferdam will be incidental to this bid item. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.6.2 Unit of Measure

Unit of Measure: JOB

1.1.7 Lock Wall Demolition and Removal (Base Bid Item 0001AE, Option Group 1 Bid Item 0002AA, Option Group 2 Bid Item 0003AA, Option Group 3 Bid Item 0004AA, Option Group 4 Bid Item 0005AA, and Option Group 5 Bid Item 0006AA)

1.1.7.1 Payment

Payment will be made at the contract job price for the demolition, removal, and offsite disposal of the lock walls as shown on the contract drawings and as described in Section 03 01 00 CONCRETE DEMOLITION AND REHABILITATION. Removal of the existing top steel plate along the wall shall also be paid under this bid item. Removal of the concrete slab will also be paid under this bid item. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.7.2 Unit of Measure

Unit of Measure: JOB

1.1.8 Lock Wall Steel Wall Panels (Base Bid Item 0001AF, Option Group 1 Bid Item 0002AB, Option Group 2 Bid Item 0003AB, Option Group 3 Bid Item 0004AB, and Option Group 4 Bid Item 0005AB, Option Group 5 Bid Item 0006AB)

1.1.8.1 Payment

Payment will be made at the contract job price for the fabrication and installation of steel panels on the lock walls as shown drawings and described in Section 05 50 15 CIVIL WORKS FABRICATION. Placement of grout behind the panels, installation of anchors, and other incidentials necessary for the wall resurfacing construction shall be paid under this bid item. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.8.2 Unit of Measure

Unit of Measure: JOB

SECTION 01 22 00.00 10 Page 5

1.1.9 Lock Wall Steel Ladder (Base Bid Item 0001AG, Option Group 2 Bid Item 0002AC, Option Group 3 Bid Item 0004AE, and Option Group 4 Bid Item

0005AC)

1.1.9.1 Payment

Payment will be made at the contract job price for the fabrication and installation of steel ladders on the lock walls as shown on the drawings and described in Section 05 50 15 CIVIL WORKS FABRICATION. Payment shall include studs, grout, and other incidentials necessary for installation of the ladders. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.9.2 Unit of Measure

Unit of Measure: JOB

1.1.10 Lock Wall Remove and Reuse Handrails and Cleats (Base Bid Item 0001AH, Option Group 1 Bid Item 0002AD, Option Group 2 Bid Item 0003AC, Option Group 3 Bid Item 0004AC,Option Group 4 Bid Item 0005AD, and Option Group 5 Bid Item 0006AC)

1.1.10.1 Payment

Payment will be made at the contract job price for the temporary removal, storage, and replacement of the existing handrails along the lock walls and cleats located above the lock walls as shown on the drawings. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.10.2 Unit of Measure

Unit of Measure: JOB

1.1.11 Lock Wall Cast-in-Place Concrete Slab (Base Bid Item 0001AJ, Option Group 1 Bid Item 0002AE, Option Group 2 Bid Item 0003AD, Option Group 3 Bid Item 0004AD, Option Group 4 Bid Item 0005AE, and Option Group 5 Bid Item

0006AD)

1.1.11.1 Payment

Payment will be made at the contract job price for the placement of concrete slab along the lock walls as shown on the drawings and described in Section 05 50 15 CIVIL WORKS FABRICATION. Payment constitutes full compensation for all plant, labor, materials, equipment, tools, and incidentals necessary to complete the work.

1.1.11.2 Unit of Measure

Unit of Measure: JOB

1.1.12 Performance and Payment Bonds (Base Bid Item 0001AK, Option Group 1 Bid Item 0002AF, Option Group 2 Bid Item 0003AE, Option Group 3 Bid Item 0004AF, Option Group 4 Bid Item 0005AF, and Option Group 5 Bid Item 0006AE)

1.1.12.1 Payment

Payment will be made for the performance and payment bonds that are

SECTION 01 22 00.00 10 Page 6 required as part of this contract. The Government will pay the actual cost of the bonds or the Contractor's bid price, whichever is less, after receiving evidence of payment (paid invoice) from the bonding company or agency.

1.1.12.2 Unit of Measure

Unit of Measure: LOT

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 calendar days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the COR as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the COR to agree with a reasonable cost of the work included in the various items.

This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

-- End of Section --

SECTION 01 22 00.00 10 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.01 03

ENVIRONMENTAL PROTECTION FOR ILLINOIS

06/2015

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Clean Construction and Demolition Debris (CCDD)

1.2.5 Hazardous Waste

1.2.6 Land Application for Discharge Water

1.2.7 Surface Discharge

1.2.8 Waters of the United States

1.2.9 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.7.1 NPDES Procedure and Compliance

1.7.2 Environmental Compliance

1.7.3 Environmental Protection Plan Contents

1.7.4 Appendix

1.8 PROTECTION FEATURES

1.9 SPECIAL ENVIRONMENTAL REQUIREMENTS

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.11 NOTIFICATION

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS

3.2 LAND RESOURCES

3.2.1 Work Area Limits

3.2.2 Landscape

3.2.3 Erosion and Sediment Controls

3.2.4 Contractor Facilities and Work Areas

3.3 WATER RESOURCES

3.3.1 Cofferdams, Diversions, and Dewatering Operations

3.3.2 Stream Crossings

3.3.3 Wetlands

3.3.4 Control of Aquatic Nuisance Species

3.4 AIR RESOURCES

3.4.1 Particulates

3.4.2 Odors

3.4.3 Sound Intrusions

3.4.4 Burning

SECTION 01 57 20.01 03 Page 1

3.5 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.5.1 Solid Wastes (Excluding CCDD)

3.5.2 Clean Construction and Demolition Debris

3.5.3 Chemicals and Chemical Wastes

3.5.4 Contractor Generated Hazardous Wastes/Excess Hazardous

Materials

3.5.5 Fuel and Lubricants

3.5.6 Waste Water

3.6 NON-HAZARDOUS SOLID WASTE REPORT

3.7 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

3.8 BIOLOGICAL RESOURCES

3.9 PREVIOUSLY USED EQUIPMENT

3.10 MAINTENANCE OF POLLUTION FACILITIES

3.11 TRAINING OF CONTRACTOR PERSONNEL

3.12 POST CONSTRUCTION CLEANUP

-- End of Section Table of Contents --

SECTION 01 57 20.01 03 Page 2

SECTION 01 57 20.01 03

ENVIRONMENTAL PROTECTION FOR ILLINOIS

06/2015

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 basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

WETLAND MANUAL Corps of Engineers Wetlands Delineation Manual Technical Report Y-87-1

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 328 Definitions of Waters of the United States

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

ASSOCIATION OF ILLINOIS SOIL AND WATER CONSERVATION DISTRICTS

(AISWCD)

IUM (2013) Illinois Urban Manual (see https://illinoisurbanmanual.org for latest version)

ILLINOIS ENVIRONMENTAL PROTECTION AGENCY (IEPA)

35 IAC 900-901 Title 35 of Illinois Administrative Code, Subtitle H: Noise, Chapter I: Pollution Control Board

SECTION 01 57 20.01 03 Page 3

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life; affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction.

The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e., methyl ethyl ketone and toluene), waste thinners, excess paints, excess solvents, waste solvents, excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Clean Construction and Demolition Debris (CCDD)

As defined by the Illinois Environmental Protection Agency, CCDD is uncontaminated broken concrete without protruding metal bars, bricks, rock, stone, or reclaimed asphalt pavement generated from construction or demolition activities. When uncontaminated soil is mixed with any of these materials, the uncontaminated soil is considered CCDD.

1.2.5 Hazardous Waste

Wastes designated by the U.S. Environmental Protection Agency as hazardous, as defined in 40 CFR 261 .

1.2.6 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" shall occur. Land application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.7 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm

SECTION 01 57 20.01 03 Page 4 sewers, creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency. All projects with land disturbances greater than or equal to one acre in total area must have a National Pollutant Discharge Elimination System (NPDES)Construction Site Activity Storm Water Permit to discharge surface water from a construction site, issued by the Illinois Environmental Protection Agency (IEPA). All projects with discharge of dredged or fill material to waters of the United States must have been issued a Clean Water Act Section 401 Water Quality Certification (permit) by the IEPA.

1.2.8 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328 .

1.2.9 Wetlands

Wetlands means those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is classified as a wetland must be done in accordance with the WETLAND MANUAL.

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations and be responsible for any delays resulting from failure to comply with environmental laws and regulations.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No separate payment will be made for work covered under this section. The Contractor shall be responsible for payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor. All costs associated with this section shall be included in the contract price. The Contractor shall be responsible for payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations.

1.6 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 must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

SECTION 01 57 20.01 03 Page 5

Environmental Protection Plan , G, DH

SD-11 Closeout Submittals

Non-Hazardous Solid Waste Report , G, DH

1.7 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction site activities or delivery of materials to the site, submit a site- and project-specific Environmental Protection Plan (EPP) for review and approval by the Contracting Officer. The purpose of the EPP is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the EPP as outlined in this section. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but which the Contractor considers necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the EPP, meet with the Contracting Officer for the purpose of discussing the implementation of the initial EPP; possible subsequent additions and revisions to the plan including any reporting requirements;

and methods for administration of the Contractor's EPP. The EPP must be current and maintained onsite by the Contractor. Approval of the Contractor's EPP will not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures.

Provide a complete copy of the submittal, including all graphics, attachments, and figures, electronically in pdf format.

1.7.1 NPDES Procedure and Compliance

The EPP must include a Stormwater Pollution Prevention Plan (SWPPP), regardless of whether the project will cause a land disturbance greater than or equal to one acre in total area. The Government will review the EPP, including the Stormwater Pollution Prevention Plan, and then, if the project will cause a land disturbance greater than or equal to one acre in total area, the Government will submit a Notice of Intent (NOI) to the Illinois Environmental Protection Agency (IEPA) after the plan has been approved. As noted above in the paragraph titled "Surface Discharge," all projects with land disturbances greater than or equal to one acre in total area must have a NPDES Construction Site Activity Storm Water Permit to discharge surface water from a construction site, issued by the IEPA. If the project requires a NPDES permit, no earth moving or land disturbance activities will take place before the submission of the NOI; approval of the NPDES permit requires 30 calendar days after the submission of the NOI. The Contractor may NOT begin any earth moving or land disturbance activities until 30 calendar days after the submission of the NOI.

Approval of the Contractor's plan by the Government will not relieve the Contractor of his responsibility for adequate and continuing control of pollutants and other environmental protection measures. If applicable, the Contractor must address all comments to the SWPPP generated by the IEPA within seven calendar days of receipt of comments. The Contractor must certify, in writing, that all recommended changes have been made to the SWPPP, and must submit the certification to the Contracting Officer's Representative (COR). Moreover, if the project is required to comply with a NPDES permit, the Contractor will be required to post, in a visible location accessible for public viewing, the IEPA response letter, to be

SECTION 01 57 20.01 03 Page 6 provided by the Government, and the current ILR10 permit at the project site.

1.7.2 Environmental Compliance

No requirement in this Section shall be construed as relieving the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During construction, the Contractor shall be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the EPP.

1.7.3 Environmental Protection Plan Contents

The EPP must include, but is not limited to, all of the following:

a. Name(s) and appropriate qualifications of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the EPP. For each individual listed, the EPP must provide proof of adequate experience at implementation and compliance with environmental protection plans for construction sites, familiarity with design and inspections of erosion and sediment control measures, spill prevention and control measures, and knowledge of other, applicable, appropriate, and relevant environmental regulations and site safety issues.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program, including training for subcontractors.

e. A map of the site, showing site boundaries, waterways on or adjacent to the site, 100-year flood plains, soil types, location of vegetative cover, location and dimensions of storm water drainage systems and natural drainage patterns on and adjacent to the site, locations of utilities structures and roads, site topography (existing and planned), and any potential areas where point sources may enter the groundwater.

f. A Stormwater Pollution Prevention Plan which identifies the type and location of the erosion and sediment controls to be provided. The plan must meet the requirements of the current Illinois NPDES Permit No. ILR10 (included at the end of this section). The management practices, controls, and other provisions contained in the plan must be as protective as the requirements in the Illinois Urban Manual ( IUM ). The contents of the plan must address all items listed in Part IV of the permit, including but not limited to:

(1) Site description, controls, maintenance, inspections, and non-stormwater discharges.

(2) A map of the final site conditions.

(3) A site construction plan that includes the locations and dimensions of land disturbing activities, locations of soil stockpiles, locations and dimensions of erosion control measures, SECTION 01 57 20.01 03 Page 7 and a schedule with the start and finish dates of each land disturbing activity, including the installation of erosion control measures. Provisions and a schedule for maintenance of the erosion control measures during construction must also be included in the plan.

(4) Name and qualifications of the person(s) responsible for inspecting the site in accordance with the requirements given in

ILR10.

(5) A copy of the blank inspection checklist that will be used during ILR10 site inspections.

(6) The plan must contain the certification statement contained in Part IV(F) of the NPDES Permit No. ILR10.

g. Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

h. Traffic control plans that includes measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan must include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff. Should mud or dirt be transported onto paved public roads by vehicles or runoff, as needed or directed by the Contracting Officer, remove the mud or dirt from the pavement using commercial street cleaning equipment, such as a "street sweeper", or other equipment approved by the Contracting Officer's Representative.

i. 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 including methods for protection of features to be preserved within authorized work areas.

j. Drawing showing the location of proposed borrow areas.

k. The Spill Control Plan must include the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68 , 40 CFR 302 , 40 CFR 355 , and/or regulated under State or Local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1 . This plan must include as a minimum:

(1) The name of the individual who will report any spills or hazardous substance releases and who will follow up with complete documentation. This individual must immediately notify the Contracting Officer and the local fire department or emergency response agency in addition to the legally required Federal, State, and local reporting channels (including the National Response Center 1-800-424-8802) if a reportable quantity is released to the environment. The plan must contain a list of the required reporting channels and telephone numbers.

(2) The name and qualifications of the individual who will be responsible for implementing and supervising the containment and

SECTION 01 57 20.01 03 Page 8 cleanup.

(3) Training requirements for Contractor's personnel and any subcontractors, and methods of accomplishing the training.

(4) A list of materials and equipment to be immediately available at the job site, tailored to cleanup work of the potential hazard(s) identified. Note that the details regarding any potential hazard(s) to be used on the job site are to be provided in the contaminant prevention plan, and the requirements for the contaminant prevention plan are described in a subsequent subparagraph below.

(5) The names, locations, and contact information for suppliers of containment materials and locations of additional fuel oil recovery, cleanup, restoration, and material-placement equipment available in case of an unforeseen spill emergency.

(6) The specific methods and procedures that are to be followed for expeditious contaminant cleanup and notification of appropriate individuals if a reportable quantity or other spill is released to the environment (surrounding land or water surface).

l. A non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal, including clearing and demolition debris. The solid waste disposal plan must include schedules for disposal. Identify any subcontractors responsible for the transportation and disposal of waste. The Contractor must include the name and location of disposal site(s). Evidence of the disposal facility's acceptance of the waste must be attached to this plan during the construction. Attach a copy of each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. The report must indicate the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

m. A recycling and solid waste minimization plan with a list of measures to reduce consumption of energy and natural resources. The plan must detail the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source.

n. An air pollution control plan detailing provisions to assure that dust, debris, materials, trash, etc., do not become air borne and travel off the project site. The air pollution control plan must include a dust control plan.

o. A contaminant prevention plan that: identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with Federal, State, and local laws and regulations for storage and handling of these materials. The contaminant prevention plan must detail methods to ensure equipment is inspected to prevent leaks or spills during operation, maintenance, or refueling. In accordance with EM 385-1-1 , a copy of the Safety Data Sheets (SDS) and the maximum quantity of each hazardous material to be on site at any given time must be included in the contaminant prevention plan. As new

SECTION 01 57 20.01 03 Page 9 hazardous materials are brought on site or removed from the site, the plan must be updated.

p. A detailed waste water management plan that identifies the methods and procedures for management, treatment, and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, high pressure water jet for cleaning concrete, dewatering of ground water, dewatering of a cofferdam, disinfection water, hydrostatic test water, and water used in flushing of lines. If a settling/retention pond is required, the plan must include the design of the pond including drawings, removal plan, and testing requirements for possible pollutants. If land application will be the method of disposal for the waste water, the plan must include a sketch showing the location for land application along with a description of the pretreatment methods to be implemented. If surface discharge will be the method of disposal, a copy of the permit and associated documents must be included as an attachment prior to discharging the waste water. If disposal is to a sanitary sewer, the plan must include documentation that the Waste Water Treatment Plant Operator has approved the flow rate, volume, and type of discharge. For any placement or usage of concrete, the plan must detail the specific methods and procedures that will be used to manage the associated liquid and solid wastes (e.g., concrete washout facilities). All proposed methods and procedures must prevent on-site or off-site pollution and shall be equivalent or more protective than the standard practice(s) and pollution prevention measures described in the IUM. For the Chicago Harbor Lock Resurfacing Project, the Contractor shall not discharge the effluent from the dewatering operations or any waste water to Lake Michigan. All effluent from the dewatering operations for the cofferdam must be filtered or otherwise treated to remove sediment or other particles and ensure there is no visually identifiable degradation of the water clarity. Moreover, any water used for cleaning concrete, including the use of a high pressure water jet, must be managed to ensure the waste water or other water derived from the construction activities is not discharged to Lake Michigan, and all waste water must be properly treated to remove the sediment or other particles and ensure there is no pollution or degradation of water quality standards, and no visually identifiable degradation of water clarity. The concrete materials that are removed during the resurfacing project must be not be discharged or placed into the water, and these waste or excess materials must be properly contained and taken off site.

q. A historical, archaeological, cultural resources, biological resources, and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands known to be on the project site:

and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources and wetlands not previously known to be onsite or in the area are discovered during construction. The plan must include methods to assure the protection of known or discovered resources and must identify lines of communication between Contractor personnel and the Contracting Officer.

r. The Contractor must identify the current quarantine areas, the specific pests, and the method(s) for compliance with all quarantines. The Contractor is responsible for obtaining any permits or approvals necessary for plant purchase, movement, or disposal within a quarantine area, and must have a plan for any plant

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(including trees, roots, vegetation) material and other regulated materials that will be removed from within or associated with a quarantined area.

s. The Contractor must comply with the U.S. Environmental Protection Agency's National Pollutant Discharge Elimination System (NPDES) Vessel General Permit for Discharges Incidental to the Normal Operation of a Vessel (VGP) for all regulated vessels to be used on the project. For each vessel that meets the requirements in the permit, include in the Environmental Protection Plan a copy of the Notice of Intent (NOI) and associated documentation or verification from the U.S. Environmental Protection Agency that the vessel is in compliance with the permit. The Contractor is responsible for permit compliance.

1.7.4 Appendix

Copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents must be attached, as an appendix, to the EPP.

1.8 PROTECTION FEATURES

This paragraph supplements the Contract Clause PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS. Prior to the start of any onsite construction activities, the Contractor and the Contracting Officer must make a joint condition survey. Immediately following the survey, prepare a brief report including a plan describing the features requiring protection under the provisions of the Contract Clauses, which are not specifically identified on the drawings as environmental features requiring protection along with the condition of trees, shrubs and grassed areas immediately adjacent to the site of work and adjacent to the Contractor's assigned storage area and access route(s), as applicable. This survey report must be signed by both the Contractor and the Contracting Officer upon mutual agreement as to its accuracy and completeness. Protect those environmental features included in the survey report and any indicated on the drawings, regardless of interference which their preservation may cause to the Contractor's work under the contract.

1.9 SPECIAL ENVIRONMENTAL REQUIREMENTS

A "Thorium Monitoring Area" encompasses a portion of the Chicago Harbor Lock property. If there will be any excavation within this area, the Contractor must coordinate with the Contracting Officer's Representative (COR) prior to the removal of any soil or excavation at the project site or within the work limits. The Thorium Monitoring Area primarily is associated with the parking lot for the Chicago Harbor Lock property.

The Chicago Harbor Lock was inspected for asbestos and an asbestos survey was prepared that identifies locations of asbestos-containing materials or potentially asbestos-containing materials. The construction work will primarily be performed along the walls of the lock chamber and should not contact these materials. Nevertheless, the Contractor needs to be aware that these materials are present within the work limits and needs to coordinate with the Contracting Officer's Representative if the work will include the disturbance of these materials in the manholes and houses on the lock.

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The Contractor must comply with the State of Illinois' rules and regulations regarding Clean Construction and Demolition Debris (CCDD), detailed in 415 ILCS 5/3.160 and 415 ILCS 5/22.51. The name, address, and contact information for the potential transport and placement of CCDD materials from the project must be detailed within the Environmental Protection Plan.

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

Any deviations, requested by the Contractor, from the drawings, plans and specifications which may have an environmental impact will be subject to approval by the Contracting Officer and may require an extended review, processing, and approval time. The Contracting Officer reserves the right to disapprove alternate methods, even if they are more cost effective, if the Contracting Officer determines that the proposed alternate method will have an adverse environmental impact.

1.11 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with Federal, State or local environmental laws or regulations, permits, and other elements of the Contractor's EPP. After receipt of such notice inform the Contracting Officer of the proposed corrective action and take such action when approved by the Contracting Officer. 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 equitable adjustments allowed to the Contractor for any such suspensions. This is in addition to any other actions the Contracting Officer may take under the contract, or in accordance with the Federal Acquisition Regulation or Federal Law.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 ENVIRONMENTAL PERMITS AND COMMITMENTS

This paragraph supplements the Contractor's responsibility under the contract clause "PERMITS AND RESPONSIBILITIES" to the extent that the Government has determined authorization for the Section 401 Water Quality Certification (permit). The Contractor is required to comply with all the terms and conditions (general as well as specific conditions) of the USACE, Chicago District's Regional Permit Program. The Chicago Harbor Lock Resurfacing Project was determined to be authorized under Regional Permit Seven - Temporary Construction Activities for use of the cofferdam and Regional Permit Nine - Maintenance for the repairs to the lock walls.

The Contractor shall comply with all the terms and conditions of these permits. Information is available at the following USACE, Chicago District Internet address:

https://www.lrc.usace.army.mil/Missions/Regulatory/Regional-Permit-Program/

Throughout the project, the Contractor is responsible for ensuring that all applicable environmental permits and commitments required by Federal, State, Regional, and local environmental laws and regulations have been properly obtained and that the Contractor is in compliance. No field work activities are to commence unless the Contractor is in full compliance

SECTION 01 57 20.01 03 Page 12 with these permits and applicable environmental laws and regulations.

3.2 LAND RESOURCES

Confine all activities to areas defined by the drawings and specifications. Prior to the beginning of any construction identify any land resources to be preserved within the work area. Except in areas indicated on the drawings or specified to be cleared, do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without approval. No ropes, cables, or guys shall be fastened to or attached to any trees for anchorage unless specifically authorized. Provide effective protection for land and vegetation resources at all times as defined in the following subparagraphs. Stone, soil, or other materials displaced into uncleared areas must be removed by the Contractor.

3.2.1 Work Area Limits

Prior to commencing construction activities mark the areas that need not be disturbed under this contract. Isolated areas within the general work area which are not to be disturbed must be marked or fenced. Monuments and markers must be protected before construction operations commence.

Where construction operations are to be conducted during darkness, any markers must be visible in the dark. The Contractor's personnel must be knowledgeable of the purpose for marking and/or protecting particular objects.

3.2.2 Landscape

Trees, shrubs, vines, grasses, land forms and other landscape features indicated and defined on the drawings to be preserved must be clearly identified by marking, fencing, or wrapping with boards, or any other approved techniques. Restore landscape features damaged or destroyed during construction operations outside the limits of the approved work area.

3.2.3 Erosion and Sediment Controls

Provide erosion and sediment control measures in accordance with Federal, State, and local laws and regulations. The erosion and sediment controls selected and maintained by the Contractor must be such that water quality standards are not violated as a result of the Contractor's construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. Construct or install temporary and permanent erosion and sediment control best management practices (BMPs). BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. The Contractor's best management practices must also be in accordance with the State of Illinois National Pollutant Discharge Elimination System (NPDES) Storm Water Pollution Prevention requirements. Any temporary measures must be removed after the area has been stabilized.

3.2.4 Contractor Facilities and Work Areas

The Contractor's field offices, staging areas, stockpile storage, and temporary buildings must be placed in areas designated on the drawings or as directed by the Contracting Officer. Temporary movement or relocation

SECTION 01 57 20.01 03 Page 13 of Contractor facilities must be made only when approved. Erosion and sediment controls must be provided for on-site borrow and spoil areas to prevent sediment from entering nearby waters. Temporary excavation and embankments for plant and/or work areas must be controlled to protect adjacent areas.

3.3 WATER RESOURCES

Monitor construction activities to prevent pollution of surface and ground waters. Toxic or hazardous chemicals must not be applied to soil or vegetation unless otherwise indicated. All water areas affected by construction activities must be monitored by the Contractor. For construction activities immediately adjacent to impaired surface waters, the Contractor must be capable of quantifying sediment or pollutant loading to that surface water when required by a Clean Water Act permit.

3.3.1 Cofferdams, Diversions, and Dewatering Operations

Construction operations for dewatering, removal of cofferdams, tailrace excavation, and tunnel closure must be controlled at all times to maintain compliance with existing State water quality standards and designated uses of the surface water body. Dewatering operations must be in accordance with the waste water management plan, which is part of the Environmental Protection Plan. For the Chicago Harbor Lock Resurfacing Project, the Contractor shall not discharge effluent from the dewatering operations or any waste water to Lake Michigan. The effluent from the dewatering operations must be discharged to the Chicago River side of the lock chamber; not within the lock chamber. The Contractors diversions and dewatering operations must comply with the State of Illinois water quality standards and anti-degradation provisions, Section 404 of the Clean Water Act, and the Section 401 Water Quality Certification for this project.

If the Contractor proposes diversions and dewatering operations not shown on the project drawings, or authorized under an existing permit, the Contractor must submit to the Government the design details of the proposed diversions and dewatering operations in advance of installing the Contractor-proposed feature. The Government will coordinate the Contractor-proposed features with the appropriate regulatory agencies to determine if additional permits are required. If additional permits will be required, the Government will obtain the additional permit coverage.

It is the responsibility of the Contractor to allow sufficient time in the schedule to accommodate this review and compliance process, and to provide the Contracting Officer with any and all information that the Contracting Officer deems necessary to facilitate the process. The review and compliance process requires a minimum time frame of 90 calendar days, but could take substantially longer, possibly up to one year or, in unusual circumstances, even longer than one year, to complete. Any delays caused by the need to obtain additional permits must be solely the responsibility of the Contractor, at no additional cost to the Government. Do not install Contractor-proposed features, not shown on the project drawings, without receiving written approval, and permits, from the Government.

3.3.2 Stream Crossings

Stream crossings must allow movement of materials or equipment without violating water pollution control standards of the Federal, State, and local governments. Comply with the State of Illinois water quality standards and anti-degradation provisions, Section 404 of the Clean Water Act, and the Section 401 Water Quality Certification for construction of

SECTION 01 57 20.01 03 Page 14 stream crossing for this project. If the Contractor proposes stream crossings not shown on the project drawings, or authorized under an existing permit, the Contractor must submit to the…