W912EF-16-R-0039_TechSpec_Amend-0002.pdf

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Lower Granite Lock and Dam JFF Phase 1b Outfall Relocation Solicitation Federal contract opportunity
Solicitation number
W912EF-16-R-0039
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Department of the Army Corps of Engineers Engineering District Walla Walla

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W912EF-16-R-0039 Amendment 0002 Revised Tech Specs

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Lower Granite JFF Phase 1b Outfall Relocation W912EF-16-R-0039 Amend-0002

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.00 28

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 GENERAL INFORMATION

1.2 PUBLICATIONS

1.2.1 Applicable Regulations

1.2.2 Referenced Publications and Regulations

1.3 SUBMITTALS

1.4 DEFINITIONS

1.4.1 Discarded Material

1.4.2 Environmental Pollution and Damage

1.4.3 Environmental Litigation

1.4.4 Environmental Protection

1.4.5 Hazardous Waste

1.4.6 Land Application for Discharge Water

1.4.7 Other Regulated Waste

1.4.8 Solid Waste

1.4.9 Surface Discharge

1.4.10 Waters of the United States

1.5 GENERAL REQUIREMENTS

1.6 NONCOMPLIANCE

1.7 ENVIRONMENTAL LITIGATION

1.8 ENVIRONMENTAL PROTECTION PLAN

1.8.1 Compliance

1.8.2 Contents

1.8.3 Appendix

1.9 PROTECTION FEATURES

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT VARIATIONS

1.11 NOTIFICATION

1.12 QUARRY OR SOIL SOURCE

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 STORM WATER CONSTRUCTION GENERAL PERMIT

3.1.1 Storm Water Pollution Prevention Plan

3.1.2 Notice of Intent

3.1.3 Inspections

3.1.4 Permit Termination Procedure

3.2 ASBESTOS ABATEMENT

3.3 LAND RESOURCES

3.3.1 Work Area Limits

3.3.2 Landscape

3.4 INVASIVE SPECIES PREVENTION MEASURES FOR BOAT OPERATIONS

3.5 WATER RESOURCES

SECTION 01 57 20.00 28

G4EDHCMP

Line

G4EDHCMP

Line

3.5.1 Tailrace and Near Shore Earthwork

3.5.2 Demolition of Existing Outfall

3.5.3 Erosion Control

3.5.4 In-Stream Turbidity Control

3.5.5 Washing and Curing Water

3.5.6 Excess Material Deposits

3.6 SUB-SURFACE AND CONSTRUCTION WATER DISPOSAL

3.6.1 Water Treatment and Disposal

3.6.1.1 Disposal of Water for Pressure Testing

3.7 ALLOWED RIVER WATER USAGE

3.8 CONSTRUCTION WATER

3.9 AIR RESOURCES

3.9.1 Particulates

3.9.2 Odors

3.9.3 Sound Intrusions

3.9.4 Burning

3.10 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.10.1 Solid Wastes

3.10.2 Chemicals and Chemical Wastes

3.10.3 Hazardous Waste Handling Plan

3.10.4 Waste Determination Documentation

3.10.5 Disposal of Hazardous Waste

3.10.6 TCLP Testing

3.10.7 Fuel and Lubricants

3.11 RECYCLING AND WASTE MINIMIZATION

3.12 HISTORICAL, ARCHAEOLOGICAL, AND CULTURAL RESOURCES

3.13 BIOLOGICAL RESOURCES

3.14 PREVIOUSLY USED EQUIPMENT

3.15 MAINTENANCE OF POLLUTION FACILITIES

3.16 TRAINING OF CONTRACTOR PERSONNEL

3.17 POST CONSTRUCTION CLEANUP

-- End of Section Table of Contents --

SECTION 01 57 20.00 28

SECTION 01 57 20.00 28

ENVIRONMENTAL PROTECTION

PART 1 GENERAL

1.1 GENERAL INFORMATION

a. This SECTION covers preventing environmental pollution and minimizing environmental degradation during and as a result of construction operations. Other requirements in the Technical Sections may also contain specific requirements for environmental protection.

Those specific requirements are in addition to or modify the requirements in this SECTION. The control of environmental pollution requires consideration of sound levels, air, water, and land resources.

b. South Shore Storage Yard contains some structures with asbestos and lead based paint, that are to be demolished and disposed.

1. Office trailer - putty tested, around exterior windows, contains approximately 4-5% Chrysoltile. Mold is visible on some parts of the ceiling. Paint has not been tested. Assume paint constitutes a small enough percent of the structure that sheds can be disposed of as Construction Debris. TCLP Testing is required prior to disposal. See paragraph "TCLP Testing" in this Section.

2. Assume shingles, on wooden sheds for disposal, contain asbestos.

3. Two wooden sheds are coated with lead based paint. Assume paint constitutes a small enough percent of the structure that sheds can be disposed of as Construction Debris. TCLP Testing is required prior to disposal. See paragraph "TCLP Testing" in this Section.

1.2 PUBLICATIONS

1.2.1 Applicable Regulations

Prevent, abate, and control all environmental pollution, and minimize environmental degradation by complying with all applicable Federal, State, and local laws and regulations, as well as specific requirements of this Contract. Where conflicting or duplicate regulations apply, the most stringent requirement shall govern. Comply with the most current version of the following list of environmental regulations where applicable. This list is not inclusive of all environmental laws and regulations with which the Contractor shall comply, but represents those that are most likely to apply to work under this Contract:

a. Clean Air Act

As implemented by regulations including, but not limited to:

40 CFR 61 -94

b. Solid Waste Disposal Act (as amended by the Resource Conservation

SECTION 01 57 20.00 28

G4EDHCMP

Line and Recovery Act)

As implemented by regulations including, but not limited to:

40 CFR 260 , 263-268

c. Comprehensive Environmental Response, Compensation and Liability Act

As implemented by regulations including, but not limited to:

40 CFR 300 , 302, and 310-311

d. Clean Water Act/Federal Water Pollution Control Act

(1) Section 401 as implemented by regulations including, but not limited to: 40 CFR 121 and applicable State regulations

(2) Section 402 as implemented by regulations including, but not limited to: 40 CFR 110-113, 116-117, and 121-131

(3) Section 404 as implemented by regulations including, but not limited to: 33 CFR 320-330, 332, 335-338

e. Rivers and Harbors Act of 1899, Section 10

As implemented by regulations including, but not limited to:

33 CFR 320, 322, and 325

f. Emergency Planning and Community Right-to-Know Act

As implemented by regulations including, but not limited to:

40 CFR 355, 370, and 372

g. Endangered Species Act

As implemented by regulations including, but not limited to:

50 CFR 10-24

h. Magnuson-Stevens Fishery Conservation and Management Act

As implemented by regulations including, but not limited to:

50 CFR 600

i. Toxic Substances Control Act

As implemented by regulations including, but not limited to:

40 CFR 700-799

j. Noise Control Act of 1972

As implemented by regulations including, but not limited to:

40 CFR Parts 201-209

1.2.2 Referenced Publications and Regulations

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

SECTION 01 57 20.00 28

ASTM INTERNATIONAL (ASTM)

ASTM D5864 (2011) Standard Test Method for Determining Aerobic Aquatic Biodegradation of Lubricants or Their Components

U.S. Army Corps of Engineers (USACE)

EM 385-1-1 Safety and Health Requirements Manual

Responsible for complying with the current edition and all changes posted on the web as of the effective date of this solicitation.

WETLANDS DELINEATION MANUAL (1987) Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1

U.S. National Archives and Records Administration (NARA)

29 CFR 1910.1200 Hazard Communication

29 CFR 1926.65 Hazardous Waste Operations and Emergency Response

33 CFR 328 Definition of Waters of the United States

40 CFR 112 Oil Pollution Prevention

40 CFR 122.26 Storm Water Discharges (Applicable to State NPDES Programs, see section 123.25)

40 CFR 763 Asbestos

49 CFR 171-178 Hazardous Materials Regulations

40 CFR 241 Guidelines for Disposal of Solid Waste

40 CFR 243 Guidelines for the Storage and Collection of Residential, Commercial, and Institutional Solid Waste

40 CFR 258 Subtitle D Landfill Requirements

40 CFR 260 Hazardous Waste Management System: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 264 Standards for Owners and Operators of Hazardous Waste Treatment, Storage and Disposal Facilities

40 CFR 265 Interim Status Standards for Owners and Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

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 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 68 Chemical Accident Prevention Provisions

WASHINGTON STATE ADMINISTRATIVE CODE (WAC)

WAC 173-303 Dangerous Waste Regulation

1.3 SUBMITTALS

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

submittals having an "I" designation are for information only. The designation following the "G" or "I" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with SECTION 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Protection Plan ; G, ECC

Plan for Concrete On-Site Wash Area ; G ECC

Storm Water Pollution and Prevention Plan ; G, ECC

Sub-Surface and Construction Water Disposal ; G, ECC

Storm Water Pollution Prevention Plan ; G ECC

Notice of Intent ; G, ECC

Waste Determination Documentation ; G, ECC

Hazardous Waste Handling Plan ; G, ECC

Asbestos Abatement ; G, ECC

Inspection Reports ; I, ECC

SD-03 Product Data

Quarry or Soil Source ; G, ECC

SD-06 Test Reports

TCLP Testing ; I, ECC

SD-07 Certificates

Notification To The Recycler ; I, ECC

Recycling Facility ; I, ECC

SECTION 01 57 20.00 28

SD-11 Closeout Submittals

Notice of Termination ; G, ECC

1.4 DEFINITIONS

1.4.1 Discarded Material

Any material that is abandoned,recycled, or considered "inherently waste-like" as described in 40 CFR 260

1.4.2 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.

1.4.3 Environmental Litigation

The term "environmental litigation," as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.4.4 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.

1.4.5 Hazardous Waste

A Solid Waste that is not excluded from regulation under 40 CFR 262 .11, but is either:

a. A listed waste under subpart D of 40 CFR 261 or;

b. A characteristic waste as described in subpart C of 40 CFR 261 or;

c. A Washington State Dangerous Waste as defined in WAC 173-303-100 .

1.4.6 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor shall 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 shall be in compliance with all applicable Federal, State, and local laws and regulations.

1.4.7 Other Regulated Waste

A solid waste that is not a hazardous waste, but is still regulated by federal and state laws for transportation and/or disposal. The types of waste in this category include, but are not limited to: asbestos, PCB contaminated waste, used oil, oily water, anti-freeze and compressed gasses.

1.4.8 Solid Waste

Any discarded material that is not excluded under 40 CFR 261 .4(a) or that is not excluded by a variance granted under 260.30 and 260.31 or that is not excluded by a non-waste determination under 260.30 and 260.34.

1.4.9 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 sewers, creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency under 40 CFR 122.26 .

1.4.10 Waters of the United States

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

1.5 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 shall be protected during the entire duration of this Contract. Comply with all applicable environmental Federal, State, and local laws and regulations. Any delays resulting from failure to comply with environmental laws and regulations shall be the Contractor's responsibility.

1.6 NONCOMPLIANCE

An order may be issued stopping all or part of the work for failure to comply with the provisions of this Section until corrective action has been taken. No time lost due to such stop orders shall be the subject of a claim for extension of time or for costs or damages unless it is later determined that the Contractor was in compliance.

1.7 ENVIRONMENTAL LITIGATION

If the performance of all or any part of the work is suspended, delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Government at the request of the Contractor will determine whether the order is due in any part to the acts of omissions of the Contractor or a subcontractor at any tier not required by the terms of this Contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this Contract, such suspension, delay, or interruption shall be considered as if ordered by the Government in the administration of this Contract under the terms of Section 00700 Contract Clause 52.242-14, SUSPENSION OF WORK.

1.8 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to the site, submit an Environmental Protection Plan for review and approval by the Contracting Officer (KO). The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which shall be addressed during construction. Define issues of concern within the Environmental Protection Plan as outlined in this SECTION. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Identify and discuss topics or issues which are not identified in this SECTION, but which is considered necessary, after those items formally identified in this SECTION. Prior to submittal of the Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Environmental Plans. The Environmental Protection Plan shall be current and maintained on site.

1.8.1 Compliance

No requirement in this SECTION shall relieve the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, identify, implement, and submit for approval any additional requirements to be included in the Environmental Protection Plan.

1.8.2 Contents

The Environmental Protection Plan shall include, but not be limited to, the following:

a. Name(s) and phone numbers of individual(s) within the Contractor's organization responsible for ensuring adherence to the Environmental Protection Plan.

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

c. Name(s), phone numbers, and qualifications of individual(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. A Storm Water Pollution and Prevention Plan for the United States Environmental Protection Agency (EPA) shall be prepared by the Contractor. Update or modify this plan as necessary to identify the type and location of the erosion and sediment controls to be provided. Implement the storm water pollution prevention measures to prevent sediment from entering streams or water bodies in conformance with the requirements of the National Pollution Discharge Elimination System (NPDES) permit.

f. 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.

g. Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Include measures for marking the limits of use areas, including methods for protection of features to be preserved, within authorized work areas.

i. Drawing showing the location of any on-site borrow areas.

j. Special measures shall be taken to prevent chemicals, fuels, oils, greases, bituminous materials, and waste washings from entering public lands or waters. Provide and utilize the following prevention/cleanup materials during the course of this contract:

1. If the fuel dispensing or storage tanks are not double walled, they shall utilize a full containment Tanker Fueling Berm or overnight containment berm any time they deliver fuel, they are parked on the job site, or they are being used for refueling equipment or tanks on public lands. All containment berms shall be capable of containing a minimum of 110 percent of the holding tank without release plus free board in compliance with 40 CFR 112 .

2. Emergency spill kits shall be immediately available to enable rapid cleanup with sufficient quantities and types of spill control materials to contain any spills that can be anticipated.

Responsible for ascertaining the types/quantities of spill equipment required based on types and quantities of chemicals, oils, POLs, they will use and/or what they will be working on.

3. Emergency spill absorbent mats (10-18" x 18" or appropriately sized) shall be carried on board or be in the immediate vicinity of all equipment performing work. Mats shall be of a quilted cotton pillow design, and absorbent (not adsorbent) filled, to encapsulate hydrocarbons (oils, coolants and solvents).

4. All hydraulically operated equipment used to perform work over surface water (river) shall use biodegradable oil in the hydraulic system. The definition of biodegradable is an oil or lubricant that achieve a rating of Readily Biodegradable or Pw1 by EPA's OPPTS 835.3110 or OECD 301B or ASTM D5864 testing and criteria, or receives a 70% or greater rating by CEC L-33-T-82 Testing.

j. Contractor's process for promptly notifying the KO, onsite Construction Representative and the Facility's ECC of any spills. The Contractor is responsible for all spill notifications to regulatory agencies (Federal, State, and local). This plan will include the contact information for the National Response Center (NRC), Washington State Department of Emergency Management, and local county response agencies. In the event of a spill, provide a copy of the notification reports from both the NRC and Department of Emergency Management to the KO.

k. Control and Management of Solid Wastes

1. Solid waste is as defined in 40 CFR 261 . The EPP shall describe how solid wastes will be picked up and placed in covered containers which are emptied regularly.

2. Housekeeping measures to prevent contamination of the site or other areas when handling and disposing of solid waste.

3. Recycling is encouraged and a plan can be coordinated with the Contracting Officer and the Project ECC.

4. Management of spent hazardous material will be described in the Hazardous Waste Disposal Plan (including but not limited to, aerosol cans, waste paint, cleaning solvents, contaminated brushes, and used rags) in accordance with Federal and State regulations.

l. 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.

m. 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. In accordance with EM 385-1-1 , include a copy of the Material Safety Data Sheets (MSDS) and the maximum quantity of each hazardous material to be on site at any given time in the contaminant prevention plan. Update the plan as new hazardous materials are brought on site or removed from the site.

n. Wastewater management plan that identifies the methods and procedures for management and/or discharge of wastewaters which are directly derived from construction activities, such as concrete curing water, clean up water, dewatering of ground water, disinfections water, hydrostatic test water, and water used in flushing of lines.

If a settling/retention pond is required, 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 wastewater, 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, include a copy of the permit and associated documents as an attachment prior to discharging the wastewater. If disposal is to a sanitary sewer, include documentation that the Wastewater Treatment Plant Operator has approved the flow rate, volume, and type of discharge.

o. On-Site Concrete Washout Area

1. On-Site Concrete Washout Area is prescribed in the Stormwater General Construction Permit. Concrete wash water is generated from washing out ready-mix trucks, drums and pumps; it also includes the water from rinsing off chutes, equipment, and concrete truck exteriors. Contractor must prevent concrete wash water from entering waterways, storm drains and groundwater. If possible, all concrete waste and wash water should be returned with each concrete truck for disposal at the concrete batch plant. If this is not possible, Contractors may install an on-site concrete washout area.

2. Website for concrete on-site requirements http://www.eco-3.com/manuals/BMP-154-Concrete_Washout.pdf

3. Submit a plan for concrete on-site wash area following the requirements stated in the website shown above. This plan shall be submitted no later than 45 days prior to on-site concrete work. Include in this plan the location the on-site wash area is proposed to be.

1.8.3 Appendix

Attach copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents as an appendix.

1.9 PROTECTION FEATURES

This paragraph supplements Contract Clause 52.236-9, PROTECTION OF

EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS.

Prior to start of any on-site construction activities, the Contractor and the Contracting Officer shall 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 shall 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.

1.10 ENVIRONMENTAL ASSESSMENT OF CONTRACT VARIATIONS

Any variations requested, 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 Environmental Protection Plan. 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 will 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.

1.12 QUARRY OR SOIL SOURCE

All earthwork material brought from off-site shall be from an established commercial quarry or soil source. Submit a copy of the state operating license for the quarry or soil source prior to removal of any material from the source.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

3.1 STORM WATER CONSTRUCTION GENERAL PERMIT

Responsible for complying with Section 402 of the Clean Water Act regarding storm water runoff. Compliance shall follow the requirements found on the U.S. Environmental Protection Agency (EPA) website at www.epa.gov/npdes/stormwater/cgp. Notify the Contracting Officer, no later than ten (10) calendar days prior to start of construction, when a Storm Water Construction General Permit is not required.

3.1.1 Storm Water Pollution Prevention Plan

Prior to commencing construction activities, prepare a Storm Water Pollution Prevention Plan (SWPPP) and submit it for review and approval by the Contracting Officer. A copy of the approved SWPPP must be retained at the construction site from the date of commencement of construction activities to the date of final stabilization.

3.1.2 Notice of Intent

Prepare and submit a complete and accurate Notice of Intent (NOI) to EPA prior to commencing construction activities in the timeframe specified on the EPA website. The SWPPP must be approved by the Contracting Officer prior to submitting the NOI. Submit to the Contracting Officer a copy of EPA's acknowledgement of receipt of the NOI prior to the commencement of construction activities.

3.1.3 Inspections

Responsible for conducting construction activities in accordance with the approved SWPPP and for performing any required inspections and completing inspection reports .

3.1.4 Permit Termination Procedure

Prepare and submit a complete and accurate Notice of Termination (NOT) to EPA and the Contracting Officer once completion of construction activities and final stabilization of the site has been achieved.

3.2 ASBESTOS ABATEMENT

For the removal of asbestos, demolition, and disposal, follow all county, state and federal regulations that pertain to asbestos; 29 CFR 1910.1001 , 29 CFR 1926.1101 , 40 CFR 763 , 40 CFR 61 subpart M. This includes but is not limited to notification, worker training and certification, air monitoring, sampling, waste shipments, labeling and removal methods.

Submit a plan detailing how compliance with all county, state and federal asbestos regulations will be accomplished.

3.3 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. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without approval, except in areas indicated on the drawings or specified to be cleared. Do not fasten or attach ropes, cables, or guys 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. Remove stone, soil, or other materials displaced into uncleared areas.

3.3.1 Work Area Limits

Prior to commencing construction activities, mark the areas that need not be disturbed under this Contract. Mark or fence isolated areas within the general work area which are not to be disturbed. Protect monuments and markers before construction operations commence. Where construction operations are to be conducted during darkness, any markers shall be visible in the dark. Contractor's personnel shall be knowledgeable of the purpose for marking and/or protecting particular objects.

3.3.2 Landscape

Trees, shrubs, vines, grasses, land forms, and other landscape features indicated and defined on the Drawings to be preserved shall be clearly identified by marking, fencing, 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.

3.4 INVASIVE SPECIES PREVENTION MEASURES FOR BOAT OPERATIONS

Prevent contaminating the Snake River with invasive species, particularly Zebra mussels and Quagga mussels. Invasive mussels can be transported by boats, trailers, outboard motors and other equipment such as tractors, bulldozers, water pumps, ropes and nets that are used in areas that mussels inhabit. Mussels have been found in several lakes and river systems. If equipment is not properly inspected and treated to prevent the spread of mussels and other aquatic nuisance species, they can be introduced into areas not currently infested. To assist in preventing the introduction and spread of aquatic nuisance species, the following precautions shall be taken:

a. Prior to transporting to site, visually inspect all equipment for invasive mussels and other aquatic nuisance species. Remove all trash, mud, vegetation, and suspected mussels, place in plastic bags, and properly dispose of in land-based receptacles.

b. All construction equipment and supplies intended for use in WA waters that has been exposed to other lake or stream water shall be thoroughly washed with a power washer or be allowed to dry an appropriate length of time. Water being used for power washing shall be at least 160 degrees F when leaving the spray nozzle and 140 degrees F when contacting the equipment being decontaminated. All contaminated runoff shall be adequately contained and disposed of properly. The appropriate length of drying time is dependant upon weather conditions when the equipment is drying. Use the following link to determine the number of drying days required for drying before work can begin: http://www.100thmeridian.org/emersion.asp .

c. Treat pumps, equipment, and supplies that cannot be thoroughly drained, cleaned, and dried with a 200 ppm bleach solution for 20 minutes, deactivate with sodium thiosulfate, and rinse according to Table 1 below.

d. Conduct an onsite inspection of all vessels, equipment, pumps, and supplies to be used in or around the water before work begins.

Coordinate the date and time of this onsite inspection with the Contracting Officer seven (7) calendar days in advance of inspection.

e. Inspect vessels and equipment upon removal from any body of water.

Clean hulls, anchors, moorings, trailers, etc. of all mud, vegetation, and any noticeable attached mussels before leaving the site. Remove any suspected Zebra and Quagga mussels, report to the Contracting Officer, and contain them for verification.

f. Wash or appropriately dry all vessels and construction equipment removed from waters currently infested with invasive mussels or other aquatic invasive species as described above.

Table 1:

Disinfectant Amounts to Make Needed Concentrations

Disinfectant 1 gallon 2 gallons 5 gallons 20 gallons 100 gallons

200 ppm Chlorine (household bleach, 5.25% Chlorine)

0.5 ounce (15 ml)

1.0 ounce (30 ml)

2.5 ounces (75 ml)

11.0 ounces (300 ml)

6 1/3 cups (1.5 L)

800 ppm Sodium Thiosulfate

0.1 ounce (3 g)

0.2 ounce (6 g)

0.5 ounce (15 g)

2.1 ounces (60 g)

10.6 ounces (300 g)

Notes:

(1) Zebra and Quagga mussel juveniles, called veligers are microscopic and invisible to the naked eye.

(2) Air drying and hot water are most effective when used in conjunction with each other because their effectiveness is highly dependent upon ambient temperatures and contact times.

(3) Household bleach (5.25 percent chlorine) and vinegar can be purchased from grocery or convenience stores. Sodium Thiosulfate can be purchased at pool supply stores or chemical companies.

(4) All bilges and hidden areas under boat decks shall be thoroughly treated as described above.

(5) For instructions on cleaning and decontaminating specific types of equipment use the following link to access the Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species:

http://www.usbr.gov/mussels/prevention/docs/EquipmentInspectionandCleaningManual2010.pdf

3.5 WATER RESOURCES

Monitor all water areas affected by construction activities to prevent pollution of surface and ground water. Do not apply toxic or hazardous chemicals to soil or vegetation unless otherwise indicated. No water courses shall be polluted by or have existing pollution contributed to with any petroleum products, fuels, oils, lubricants, bitumen, sandblast grit, paint chips, calcium chloride, insecticides, herbicides, or other toxic materials harmful to life. Chemical emulsifiers, dispersants, coagulants, or other cleanup compounds shall not be used without prior written approval. Responsible for compliance with State water quality standards and conditions of any permits and clearances obtained for the work.

3.5.1 Tailrace and Near Shore Earthwork

At all times control construction operations for tailrace excavation, etc.

to maintain compliance with existing State water quality standards and designated uses of the surface water body. Comply with the State of Washington water quality standards and anti-degradation provisions, and the Clean Water Act Section 404, Nation Wide Permit Numbers 25 and 33.

3.5.2 Demolition of Existing Outfall

Ensure all debris and items from demolition of existing outfall are captured, removed from the tailrace, and disposed of in a legal manner.

3.5.3 Erosion Control

Hold surface drainage from cuts and fills, whether or not completed, and from borrow and material deposit areas in sedimentation ponds or grade the areas to control erosion within acceptable limits. Provide and maintain temporary erosion and sediment control measures such as seeding, mulching, ditches, dikes, drains, sedimentation basins, or silt fences or curtains.

Hold the area of bare soil exposed at any time by construction to a minimum.

3.5.4 In-Stream Turbidity Control

During in-water work, use the following BMPs to minimize in-stream turbidity:

a. Sequence/Phasing of work - Schedule work activities to minimize in-water disturbance and duration of in-water disturbances.

b. Bucket control - To minimize turbidity, complete all in-stream digging passes by excavation machinery and placement of fill in-stream using a bucket. Implement practicable techniques such as employing an experienced equipment operator; not dumping partial or full buckets of material back into the wetted stream; adjusting the volume, speed, or both of the load; or by using a closed-lipped environmental bucket.

c. Minimize amount of incidental fall back into the river when removing the drill bit from the borehole locations.

d. Place excavated material so that it is isolated from the water edge or wetlands and not where it could re-enter waters of the state uncontrolled.

e. Implement and properly maintain containment measures such as silt curtains, geotextile fabric, and silt fence in order to minimize in-stream sediment suspension and resulting turbidity.

3.5.5 Washing and Curing Water

Do not allow water used in embankment material processing, aggregate processing, concrete curing, foundation and concrete cleanup, equipment washing, and other waters to enter any water course without prior treatment and without approval.

3.5.6 Excess Material Deposits

Do not allow deposit of any materials, effluents, trash, garbage, oil, grease, chemicals, or other contaminants in areas adjacent to streams. If any unwanted material is dumped in unauthorized areas, remove the material and restore the area to a condition approximating the adjacent undisturbed area. Excavate, remove, and restore the contaminated ground area as directed.

3.6 SUB-SURFACE AND CONSTRUCTION WATER DISPOSAL

Contractor shall develop and submit a plan for disposal of sub-surface water, which may be encountered during construction, and construction water with the minimum requirements shown in paragraph; "Water Treatment and Disposal". On-site disposal shall be in an approved area.

3.6.1 Water Treatment and Disposal

Do not allow wastewater from construction activities to enter water ways or to be discharged prior to being treated to remove pollutants. This includes, but is not limited to, water from activities such as on-site material processing, concrete curing, foundation and concrete clean up, water used in concrete trucks, forms, excavation, pier construction, asphalt cutting, grouting, water blasting new concrete surfaces, etc..

See paragraph "Disposal of Water for Pressure Testing" for requirements of disposal of water used for pressure testing of pipe. Dispose of the construction related wastewater by collecting and placing it in a retention pond where suspended material can be settled out and/or the water can evaporate to separate pollutants from the water. The site for the retention pond shall be coordinated with and approved by the Contracting Officer. Prior to completion of the project, test, remove, and dispose of residue left in the pond off-Government property in accordance with Federal, State, and local laws and regulations. The water in the retention pond shall not be allowed to enter water ways until testing shows it to meet all pertinent regulations, and results are reviewed and approved by the Contracting Officer prior to being discharged or disposed off-Government property. Backfill the retention area to the original grade, provide topsoil, and seed/sod as approved by the Contracting Officer.

3.6.1.1 Disposal of Water for Pressure Testing

River water used for pressure testing pipe shall be discharged back to river through a hose, and not allowed to drain down the river embankment.

The Contractor shall provide documentation that the hose is clean and shall not introduce invasive species or contaminants into the river. In addition, river water returned to the river shall pass through a screen with a maximum 1 inch opening prior to being discharged.

3.7 ALLOWED RIVER WATER USAGE

River water may be used for construction activities, unless otherwise specified, providing intakes are screened. Intake screening for all river water used shall meet requirements of ANADROMOUS SALMONID PASSAGE FACILITY DESIGN, published by National Marine Fisheries Service Northwest Region, February 2008.

3.8 CONSTRUCTION WATER

No water from the construction activities shall be allowed to discharge into the river, except as specified in paragraphs SUB-SURFACE AND

CONSTRUCTION WATER DISPOSAL.

3.9 AIR RESOURCES

Equipment operation, activities, or processes performed shall be in accordance with all Federal and State air emission and performance laws and standards.

3.9.1 Particulates

Control dust particles; aerosols and gaseous by-products from construction activities; and processing and preparation of materials at all times, including weekends, holidays, and hours when work is not in progress.

Maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas, and other work areas within or outside the project boundaries free from particulates which would cause the Federal, State, and local air pollution standards to be exceeded or which would cause a hazard or a nuisance. Sprinkling, chemical treatment of an approved type, baghouse, scrubbers, electrostatic precipitators, or other methods will be permitted to control particulates in the work area. To be efficient, repeat sprinkling to keep the disturbed area damp at all times. Have the proper equipment available to accomplish these tasks. Perform particulate control as the work proceeds and whenever a particulate nuisance or hazard occurs. Comply with all State and local visibility regulations.

3.9.2 Odors

Control odors from construction activities at all times. The odors shall be in compliance with State regulations and/or local ordinances and shall not constitute a health hazard.

3.9.3 Sound Intrusions

Keep construction activities under surveillance and control to minimize environment damage by noise. Comply with the provisions of the State of Washington rules.

3.9.4 Burning

Burning is prohibited on the Government premises.

3.10 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

Dispose of wastes as directed below, unless otherwise specified in other Sections and/or shown on the Drawings:

3.10.1 Solid Wastes

Provide waste receptacles. Place solid wastes (excluding clearing debris) in Contractor-provided containers which are emptied or removed from the job site on a regular schedule. Conduct handling, storage, and disposal to prevent contamination. Employ segregation measures so that no hazardous or toxic waste will become co-mingled with solid waste.

Transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D Resource Conservation and Recovery Act (RCRA) permitted landfill shall be the minimum acceptable off-site solid waste disposal option. Verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate. Comply with Federal, State, and local laws and regulations pertaining to the use of landfill areas.

3.10.2 Chemicals and Chemical Wastes

Dispense chemicals ensuring no spillage to the ground or water. Perform and document periodic inspections of dispensing areas to identify leakage and initiate corrective action. This documentation will be periodically reviewed by the Government. Collect chemical waste in corrosion resistant, compatible containers. Monitor collection drums and remove to a staging or storage area when contents are within 6 inches of the top.

Classify, manage, store, and dispose of wastes in accordance with Federal, State, and local laws and regulations.

3.10.3 Hazardous Waste Handling Plan

The Contractor is required to comply with all Federal, State, and local laws or regulations when handling hazardous materials. This includes the handling of such hazardous materials as hazardous wastes if applicable.

The Contractor shall prepare and submit a compliance plan detailing how the Contractor handles hazardous materials, petroleum products, and hazardous waste. The plan shall include, but is not limited to, the following elements as appropriate:

(a) General storage site plan.

(b) An inventory of all hazardous materials brought onto the project site accompanied by their respective Material Safety Data Sheets. The Contractor and the Government will jointly maintain the Material Safety Data Sheets for all hazardous materials in accordance with

29 CFR 1910.1200 .

(c) A list of all anticipated hazardous wastes to be generated.

(d) Waste collection and containment procedures in accordance with applicable Federal, State, and local laws or regulations.

(e) A hazardous material spill and cleanup plan, including tools and readily available materials on hand to facilitate containment and cleanup.

(f) Documentation to show that the person handling hazardous waste or sampling hazardous materials is trained and certified to do so.

(g) A waste determination plan that includes a sample analysis plan, or process knowledge, that meets federal and state requirements for hazardous waste designation.

(h) Provisions to coordinate with Project ECC for profiling and disposal of all Hazardous Waste. The Project ECC must be present to sign the Uniform Hazardous Waste Manifest for all Hazardous Waste shipped off of Corps of Engineers property.

i. Demobilization plan that describes how the contractor will ensure no expired, used, or unused products are left on site.

3.10.4 Waste Determination Documentation

Provide Waste Determination documentation for all contractor-derived wastes to be generated at the Pre-Construction Meeting. Base the Waste Determination upon either a constituent listing from the manufacturer used in conjunction with consideration of the process by which the waste was generated, EPA approved analytical data, or laboratory analysis (Material Safety Data Sheets (MSDS) by themselves are not adequate). Attach all support documentation to the Waste Determination documentation. As a minimum, a Waste Determination document must be provided for the following wastes (this listing is not all inclusive): oil and latex based painting and caulking products, solvents, adhesives, aerosols, petroleum products, and all containers of the original materials.

3.10.5 Disposal of Hazardous Waste

The Contractor will coordinate with the Project ECC for the disposal of all hazardous waste. The Following shall apply for all Hazardous Waste:

a. Hazardous waste generated at the project is required to be applied to the projects generator status. An inventory sheet of all materials being placed in a hazardous waste package will be maintained.

Required information on this inventory sheet is: date placed in package, type of material, quantity, name of person disposing of waste.

b. Contractor will coordinate with the Contracting Officer (KO) and Environmental Compliance Coordinator (ECC) to determine proper container type and marking requirements prior to the generation of any hazardous waste. The Project ECC will designate a Satellite Accumulation Area (SAA) for the contractor to use while generating hazardous waste.

c. When the contractor is done filling the hazardous waste container or when 55-gallons of waste have been accumulated, the contractor will inform the KO, who will notify the project ECC. The project ECC will then arrange for movement of the waste to a designated Government <90-day hazardous waste storage area (could be <180-day storage area depending on the generator status at the project, see Project ECC for specific guidance).

d. Contractor will coordinate with the Project ECC to expedite off site shipment of hazardous waste. If, for any reason, the hazardous waste cannot be shipped off-site in <90-days the Project ECC and COR must be notified immediately. Project ECC will be required to sign all waste shipping records.

e. Contractor shall not abandon or otherwise leave any hazardous materials or hazardous waste on government projects.

3.10.6 TCLP Testing

a. The Contractor shall perform Toxicity Characteristic Leaching Procedure (TCLP) testing to determine waste characterization for all lead containing material waste generated by work under this contract.

b. If equipment is to be disposed in whole with the lead based paint remaining, the contractor shall perform an 8 RCRA metal TCLP sample to determine waste characterization. If any RCRA waste is generated, the contractor shall notify the Contracting Officer and Project ECC(s).

The contractor shall be responsible for coordination with the Contracting Officer and the Government Project from which the RCRA waste was generated to develop a disposal procedure. The contractor shall be responsible for characterizing, designating, packaging, labeling, transporting, and disposing of the RCRA waste in compliance with all applicable Federal, state, and local regulations. The contractor is also responsible for coordinating with the Project ECC to provide the project EPA Generator ID number and to get the Project ECC signature on the manifest for transportation and disposal. Prior approval of the manifest will be required by the Project ECC. If any material is to be recycled that contains lead containing materials, the Contractor shall provide documentation of proof of notification to the recycler that the material to be recycled has lead. The Contractor shall also submit written evidence to demonstrate the recycling facility taking the lead containing material can handle the material and is approved for lead disposal, treatment, and storage by the EPA, State, and local regulatory agencies.

3.10.7 Fuel and Lubricants

Conduct storage, fueling, and lubrication of equipment and motor vehicles in a manner that affords the maximum protection against spill and evaporation. Manage and store fuel, lubricants, and oil in accordance with all Federal, State, Regional, and local laws and regulations. Store used lubricants and used oil to be discarded in marked, corrosion-resistant containers and recycle or dispose of in accordance with 40 CFR 279 , State, and local laws and regulations. Storage of fuel on the project site shall be in accordance with all Federal, State, and local laws and regulations. Coordinate fuel storage area with the COR.

3.11 RECYCLING AND WASTE MINIMIZATION

Participate in State and local Government sponsored recycling programs.

The…

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