P3294307Spc.pdf

MAINTENANCE DREDGING AT CG STATION FIRE ISLAND, PROJECT 3294307

Table of Contents

01 11 00 Summary of Work

01 14 00 Work Restrictions

01 32 00 Construction Schedule

01 33 00 Submittal Procedures

01 57 19 Temporary Environmental Controls

01 77 00 Closeout Procedures

31 00 00 Earthwork

35 20 23 Dredging

Appendix A

End of Table of Contents

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes dredging and disposing by hydraulic means approximately 4,500 cubic yards of primarily silt from a mooring basin: Preparing an adjacent upland containment basin to receive the dredged material by excavating and disposing off-site existing material, building a containment berm around the site using existing materials, installing a de-watering structure and incidental related work.

1.1.2 Location

The work is located at Coast Guard Station Fire Island, Babylon, NY, approximately as indicated.

1.1.3 Drawings

The work is shown on drawing number P3294307.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours.

1.4 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss the safety program, preparation of the schedule prices, shop drawings, and other submittals, scheduling programming, and prosecution of the work. Major subcontractors who will engage in the work shall also attend.

SECTION 01110 Page 1

SECTION 01110 Page 2

1.5 INSPECTION

The Contractor shall keep the Contracting Officer or duly appointed representative fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed.

1.5.1 Contractor’s Daily Log

The Contractor shall be complete the USCG Daily Log form at the end of each working day and deliver it to the Government Inspector. The Government Inspector will attest to its accuracy by initialing the form and forwarding that form to CEU Providence. The form will be provided to the Contractor by the Contracting Officer’s Representative.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

N ot used.

--End of Section--

SECTION 01 14 00

WORK RESTRICTIONS

1.1 SPECIAL SCHEDULING REQUIREMENTS AND WORK RESTRICTIONS

A. The work is subject to time of year restrictions specified in permits issued for the work. All work shall be performed within the time restrictions specified in the permits.

B. Have all equipment, personnel, and materials necessary to perform the work on site before beginning the work.

C. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential disruption to operations.

D. Conduct dredging operations to minimize impacts to operations.

Relocate and secure dredging equipment at the end of each work day away from the docks and areas of the mooring basin in use. The Coast Guard will continue to use the basin and docks during dredging operations.

E. Trucks used to haul material off site shall be cleaned before leaving the designated disposal area and traveling through the Coast Guard family housing area and onto public roads so that no debris or loose material falls off the truck, or is tracked, onto paved roads, lawns, or structures.

F. Keep dust down at all times.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.2.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contractor Officer Monday through Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the

SECTION 01 14 00 Page 1

SECTION 01 14 00 Page 2 specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.3 SECURITY REQUIREMENTS

1.3.1 Areas Not Covered by Contract

The Contractor will not be permitted to enter buildings or areas not covered by the work included in this contract, except by prior approval of the Officer-in-Charge of the facility.

1.3.2 Parking

Parking is prohibited along the waterfront area.

1.3.3 Personnel and Equipment

Comply with security regulations for personnel and equipment established by the Officer-in-Charge of the facility.

SECTION 01 32 00

CONSTRUCTION SCHEDULE/SCHEDULE OF VALUES

1. S1

UBMITTALS

Submit the following in accordance with Section 01 33 00, "Submittal Procedures."

SD-01 Preconstruction Submittals

Construction Schedule/Schedule of Values

1. C2

ONSTRUCTION SCHEDULE

At the Pre-Construction Conference, submit a Construction Schedule and Schedule of Values in accordance with FAR Clause 52.236.15. The Schedule of Values shall be based on the actual breakdown of the bid price. The cost of insurance shall not be listed as a separate item but included as part of each item of work. The actual cost of bonds may be paid as the first progress payment when a receipt from the bonding company is presented to the Contracting Officer. For contracts under $25,000, a Schedule of Values is not required.

Construction Schedule and Schedule of Values shall be incorporated into one form which clearly indicates the start and completion dates and unit value of all major work components. The sample form provided in this section may be used. Optional forms may be used provided they include at a minimum all information conveyed on the sample form.

Construction Schedule/Schedule of Values form shall incorporate at a minimum the following activities:

a. Bonds

b. Mobilization

c. Demobilization

d. Pre-Construction Submittals

e. Work Activities

f. In-Progress Submittals

g. Final Government Inspection

h. Close-Out Submittals

i. Pre/post dredging surveys and quantity calculations

j. Factors which Constitute Potential Interruptions to Station Operations

Section 01 32 00 Page 1

Section 01 32 00 Page 2

Pre-Construction Submittals are those activities which encompass the obtaining, submission, review and approval of submittals necessary prior to the start of the related site work. Contractor shall annotate all such activities into the progress schedule with their forecasted time periods.

These activity periods shall not be exclusive of the contract performance period. No site work shall commence until the respective submittals have been approved.

The value of all major work components within the project shall be identified on the Construction Schedule/Schedule of Values on a unit quantity and unit cost basis. Lump sum items shall only be paid for when 100% complete.

The Construction Schedule/Schedule of Values as approved by the Government is not a substitute for quantities conveyed by the specification and drawings and those required for a complete job. Omissions and errors on the Construction Schedule/Schedule of Values are the responsibility of the Contractor.

Payments will not be made until the schedule of prices has been submitted to and approved by the Contracting Officer.

1.3 UPDATED SCHEDULES

Update the construction schedule and equipment delivery schedule at monthly intervals or when schedule has been revised. Reflect any changes occurring since the last update. Submit copies of the purchase orders and onfirmation of the delivery dates as directed. c

3.1 PROGRESS UPDATES

3.1.1 General

A revised Construction Schedule/Schedule of Values shall be issued by the Contractor on a monthly basis. In addition, any revisions to the Construction Schedule/Schedule of Values such as modifications or delays shall be reflected by Contractor submission of an updated Construction Schedule/Schedule of Values.

3.1.2 Modifications

When a modification is issued by the Government, record the modification as the last activity of the Construction Schedule/Schedule of Values and include the value of the modification. Adjust the Schedule of Values to reflect the inclusion of the modification. Revise the Construction Schedule portion of the form to annotate the progress change. Enter all modifications in this manner in sequential order.

SECTION 01 33 00

SUBMITTAL PROCEDURES

11/07

1.1 DEFINITIONS

1.1.1 Submittal

Shop drawings, product data, samples, and administrative submittals presented for review and approval. Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Types of Submittals

All submittals are classified as indicated in paragraph "Submittal Descriptions (SD)". Submittals also are grouped as follows:

a. Shop drawings: As used in this section, drawings, schedules, diagrams, and other data prepared specifically for this contract, by contractor or through contractor by way of subcontractor, manufacturer, supplier, distributor, or other lower tier contractor, to illustrate portion of work.

b. Product data: Preprinted material such as illustrations, standard schedules, performance charts, instructions, brochures, diagrams, manufacturer's descriptive literature, catalog data, and other data to illustrate portion of work, but not prepared exclusively for this contract.

c. Samples: Physical examples of products, materials, equipment, assemblies, or workmanship that are physically identical to portion of work, illustrating portion of work or establishing standards for evaluating appearance of finished work or both.

d. Administrative submittals: Data presented for reviews and approval to ensure that administrative requirements of project are adequately met but not to ensure directly that work is in accordance with design concept and in compliance with contract documents.

1.1.3 Submittal Descriptions (SD)

Construction Progress Schedule Submittal register Schedule of values Health and safety plan Work plan Quality control plan Environmental protection plan

SECTION 01 33 00 Page 1

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the contractor for integrating the product or system into the project.

Drawings prepared by or for the contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports

SECTION 01 33 00 Page 2

Daily checklists

Final acceptance test and operational test procedure

SD-07 Certificates

Statements signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

SD-08 Manufacturer's Instructions

Preprinted material describing installation of a product, system or material, including special notices and Material Safety Data sheets concerning impedances, hazards and safety precautions.

SD-09 Manufacturer's Field Reports

Documentation of the testing and verification actions taken by manufacturer's representative to confirm compliance with manufacturer's standards or instructions.

Factory test reports.

SD-10 Operation and Maintenance Data

Data intended to be incorporated in operations and maintenance manuals.

SD-11 Closeout Submittals

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

As-built drawings

Special warranties

Posted operating instructions

Training plan

1.1.4 Approving Authority

Person authorized to approve submittal.

1.1.5 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce construction and materials, SECTION 01 33 00 Page 3 products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

Submit the following in accordance with the requirements of this section.

Submittal register

1.3 USE OF SUBMITTAL REGISTER

Prepare and maintain submittal register, as the work progresses. Do not change data in columns (c), (d), (e), and (f) as delivered by government.

1.3.1 Submittal Register

Submit submittal register. Do not change data in columns (c), (d), (e), and

(f) as delivered by the government. Verify that all submittals required for project are listed and add missing submittals. Complete the following on the register:

Column (a) Activity Number: Activity number from the project schedule.

Column (b) Transmittal Number: Contractor assigned list of consecutive numbers.

Column (g) Contractor Submit Date: Scheduled date for approving authority to receive submittals.

Column (h) Contractor Approval Date: Date contractor needs approval of submittal.

Column (i) Contractor Material: Date that contractor needs material delivered to contractor control.

1.4 PROCEDURES FOR SUBMITTALS

1.4.1 Reviewing, Certifying, Approving Authority

Government organization shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Project Manager unless otherwise specified for specific submittal.

1.4.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

SECTION 01 33 00 Page 4

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.4.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 10 working days. Period of review for each resubmittal is the same as for initial submittal.

1.4.4 Variations

Variations from contract requirements require Government approval pursuant to contract Clause entitled "FAR 52.236-21, Specifications and Drawings for Construction" and will be considered where advantageous to government.

1.4.4.1 Considering Variations

Discussion with contracting officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and resubmittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal

(VECP).

1.4.4.2 Proposing Variations

When proposing variation, deliver written request to the contracting officer, with documentation of the nature and features of the variation and why the variation is desirable and beneficial to government. If lower cost is a benefit, also include an estimate of the cost saving. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.4.4.3 Warranting That Variation Are Compatible

When delivering a variation for approval, contractor warrants that this contract has been reviewed to establish that the variation, if incorporated, will be compatible with other elements of work.

1.4.4.4 Review Schedule Is Modified

In addition to normal submittal review period, a period of 5 working days will be allowed for consideration by the Government of submittals with variations.

SECTION 01 33 00 Page 5

1.4.5 Contractor's Responsibilities

a. Determine and verify field measurements, materials, field construction criteria; review each submittal; and check and coordinate each submittal with requirements of the work and contract documents.

b. Transmit submittals to Contracting Officer in accordance with schedule on approved Submittal Register, and to prevent delays in the work, delays to government, or delays to separate contractors.

c. Advise contracting officer of variation, as required by paragraph entitled "Variations."

d. Correct and resubmit submittal as directed by approving authority.

When resubmitting disapproved transmittals or transmittals noted for resubmittal, the contractor shall provide copy of that previously submitted transmittal including all reviewer comments for use by approving authority. Direct specific attention in writing or on resubmitted submittal, to revisions not requested by approving authority on previous submissions.

e. Furnish additional copies of submittal when requested by contracting officer, to a limit of 20 copies per submittal.

f. Complete work which must be accomplished as basis of a submittal in time to allow submittal to occur as scheduled.

g. Ensure no work has begun until submittals for that work have been returned as "approved," except to the extent that a portion of work must be accomplished as basis of submittal.

1.4.6 Government Responsibilities

a. Note date on which submittal was received from contractor on each Contract Item Approval Request Form.

b. Review each submittal; and check and coordinate each submittal with requirements of work and contract documents.

c. Review submittals for conformance with project design concepts and compliance with contract documents.

d. Ensure that material is clearly legible.

e. Review submittals for approval within scheduling period specified and only for conformance with project design concepts and compliance with contract documents.

f. Identify returned submittals with one of the actions defined in paragraph entitled "Actions Possible" and with markings appropriate for action indicated.

1.4.7 Actions Possible

Submittals will be returned with one of the following notations:

SECTION 01 33 00 Page 6

a. Submittals marked "approved" "approved as submitted" authorize contractor to proceed with work covered.

b. Submittals marked "approved" "see below" authorize contractor to proceed with work as noted provided contractor takes no exception to the notations.

c. Submittals marked "disapproved" indicate submittal is incomplete or does not comply with design concept or requirements of the contract documents and shall be resubmitted with appropriate changes. No work shall proceed for this item until resubmittal is approved.

1.5 FORMAT OF SUBMITTALS

1.5.1 Transmittal Form

Transmit electronically each submittal, unless otherwise noted in the submittal register and/or where electronic submission is not feasible (i.e.

samples), to office of approving authority. The maximum file size that may be emailed is 10 MB; anything larger must be submitted hard copy or on a CD.

Transmit submittals with transmittal form prescribed by contracting officer and standard for project. The transmittal form shall identify contractor, indicate date of submittal, and include information prescribed by transmittal form and required in paragraph entitled "Identifying Submittals." Process transmittal forms to record actions regarding sample panels and sample installations. Note: Submittals requiring hard copy submission shall be provided with carbon copy transmittal form provided by the government.

1.5.2 Identifying Submittals

Identify submittals, except sample panel and sample installation, with the following information on each separate component of each submittal and transmittal form. The maximum file size for electronic submittals shall be no larger than 10 MB. Identify each copy of each submittal identically, with the following:

a. Project title and location.

b. Construction contract number.

c. Section number of the specification section by which submittal is required.

d. Submittal description (SD) number of each component of submittal.

e. When a resubmission, alphabetic suffix on submittal description, for example, SD-10A, to indicate resubmission.

f. Name, address, and telephone number of subcontractor, supplier, manufacturer and any other second tier contractor associated with submittal.

g. Product identification and location in project.

SECTION 01 33 00 Page 7

1.5.3 Format for Product Data

a. Present product data submittals for each section. Include table of contents, listing page and catalog item numbers for product data.

b. Indicate, by prominent notation, each product which is being submitted; indicate specification section number and paragraph number to which it pertains.

c. Supplement product data with material prepared for project to satisfy submittal requirements for which product data does not exist. Identify this material as developed specifically for project.

1.5.4 Format for Shop Drawings

a. Shop drawings shall not be less than 8 1/2 by 11 inches nor more than 30 by 42 inches.

b. Present 8 1/2 by 11 inches sized shop drawings as part of the submittals required by section. Present larger drawings in sets.

c. Include on each drawing the drawing title, number, date, and revision numbers and dates, in addition to information required in paragraph entitled "Identifying Submittals."

d. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Shop drawing dimensions shall be the same unit of measure as indicated on the contract drawings. Identify materials and products for work shown.

1.5.5 Format of Samples

a. Furnish samples in sizes below, unless otherwise specified or unless the manufacturer has prepackaged samples of approximately same size as specified:

(1) Sample of Equipment or Device: Full size.

(2) Sample of Materials Less Than 2 by 3 inches: Built up to 8 1/2 by 11 inches.

(3) Sample of Materials Exceeding 8 1/2 by 11 inches: Cut down to 8 1/2 by 11 inches and adequate to indicate color, texture, and material variations.

(4) Sample of Linear Devices or Materials: 10 inch length or length to be supplied, if less than 10 inches. Examples of linear devices or materials are conduit and handrails.

(5) Sample of Non-Solid Materials: Pint. Examples of non-solid materials are sand and paint.

(6) Color Selection Samples: 2 by 4 inches.

(7) Sample Panel: 4 by 4 feet.

SECTION 01 33 00 Page 8

(8) Sample Installation: 100 square feet.

b. Samples Showing Range of Variation: Where variations are unavoidable due to nature of the materials, submit sets of samples of not less than three units showing extremes and middle of range.

c. Reusable Samples: Incorporate returned samples into work only if so specified or indicated. Incorporated samples shall be in undamaged condition at time of use.

d. Recording of Sample Installation: Note and preserve the notation of area constituting sample installation but remove notation at final clean up of project.

e. When color, texture or pattern is specified by naming a particular manufacturer and style, include one sample of that manufacturer and style, for comparison.

1.5.6 Format of Administrative Submittals

a. When submittal includes a document which is to be used in project or become part of project record, other than as a submittal, do not apply contractor's approval stamp to document, but to a separate sheet accompanying document.

b. Operation and Maintenance Manual Data: Submit in accordance with

Section 01781, "Operation and Maintenance Data." Include components required in that section and the various technical sections.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies of Product Data

a. When hard copy submission is required, submit four copies of submittals of product data.

1.6.2 Number of Copies of Shop Drawings

Submit shop drawings in compliance with quantity requirements specified for product data.

1.6.3 Number of Copies of Administrative Submittals

a. Unless otherwise specified, submit administrative submittals compliance with quantity requirements specified for product data.

b. Submit administrative submittals required under "SD-19 Operation and Maintenance Manuals" to conform to Section 01 78 23, "Operation and Maintenance Data."

SECTION 01 33 00 Page 9

SECTION 01 33 00 Page 10

SUBMITTAL REGISTER

Specification Section Number or Item Number

SD No., and Type of Submittal Material or Product

Specification Paragraph Number.

Planned Submittal Date

Date Fwd to Appr Auth /Date Recd From Contr

Date Fwd to Other Reviewer

Date Recd From Other Reviewer

Action Code

Date of Action

Mailed to Contr / Recd From Appr Auth

(a) (b) (c) (d) (e) (f) (g) (h) (i) (j)

Section

01 32 00

SD-01, Preconstruction Submittals

1.1

1 Construction Schedule/Schedule of Values

1.1

Section

01 57 19

SD-01 Preconstruction Submittals

1.3

2 Environmental Protection Plan

1.3.

SD-11, Closeout Submittals

1.3

3 Preconstruction Survey 1.3

4 Solid Waste Disposal Permit

1.3.

5 Waste determination documentation

1.3

6 Disposal documentation for hazardous and regulated waste

1.3

7 Solid waste disposal report

1.3.

8 Contractor Hazardous Material Inventory Log

1.3

Section

01 77 00

SD-11, Closeout Submittals

1.1

9 Post-dredge survey and quantity calculations

1.1

10 Disposal area topographical survey

1.1

Section

31 00 00

SD-01 Preconstruction Submittals

1.1

11 Sampling and testing plan

1.1

12 Test results from sampling

13 Certification from disposal site owner/operator agreeing to accept material

SD-02 Shop Drawings 1.1

14 Post-disposal topographical survey of the disposal area

SD-11, Closeout Submittals

15 Disposal permit

16 Disposal report

35 20 23 SD-02 Shop Drawings 1.1

17 Pipeline location drawing

1.2

18 Pre-dredge survey, cross sections, and quantity calculations

1.2

19 Post-dredge survey, cross sections, and quantity calculations

1.2

SECTION 01 57 19

TEMPORARY ENVIRONMENTAL CONTROLS

1 GENERAL

The main intent of this section of the specifications is to address waste that may be generated by the contractor’s personnel, equipment, and work methods employed to perform the work.

1.1 REFERENCES

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

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

29 CFR 1910.1200 Hazard Communication

40 CFR 112 Oil Pollution Prevention

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 Systems: General

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Generators of Hazardous Waste

40 CFR 263 Transporters of Hazardous Waste

40 CFR 264 Owners and Operators of Hazardous Waste

Treatment, Storage, and Disposal Facilities

40 CFR 265 Interim Status Standard for Owners and

Operators of Hazardous Waste Treatment, Storage, and Disposal Facilities

40 CFR 268 Land Disposal Restrictions

40 CFR 279 Used Oil Regulations

40 CFR 280 Owners and Operators of Underground Storage

Tanks

40 CFR 300 National Oil and Hazardous Substances

Pollution Contingency Plan

Section 01 57 19 Page 1

40 CFR 355 Emergency Planning and Notification

49 CFR 173 Shipments and Packagings

49 CFR 178 Packagings

1.2 DEFINITIONS

1.2.1 Sediment

Soil and other debris that have eroded and have been transported by runoff water or wind.

1.2.2 Solid Waste

Garbage, refuse, debris, sludge, or other discharged material (except hazardous waste as defined in paragraph entitled "Hazardous Waste" or hazardous debris as defined in paragraph entitled "Hazardous Debris"), including solid, liquid, semisolid, or contained gaseous materials resulting from domestic, industrial, commercial, mining, or agricultural operations.

Material not regulated as solid waste are: nuclear source or byproduct materials regulated under the Federal Atomic Energy Act of 1954 as amended;

suspended or dissolved materials in domestic sewage effluent or irrigation return flows, or other regulated point source discharges; regulated air emissions; and fluids or wastes associated with natural gas or crude oil exploration or production.

a. Green waste: The vegetative matter from landscaping, land clearing and grubbing, including, but not limited to, grass, bushes, scrubs, small trees and saplings, tree stumps and plant roots. Marketable trees, grasses and plants that are indicated to remain, be re-located, or be re-used are not included.

b. Surplus soil: Existing soil that is in excess of what is required for this work, including aggregates intended, but not used, for on-site mixing of concrete, mortars and paving. Contaminated soil meeting the definition of hazardous material or hazardous waste is not included.

c. Inert construction and demolition debris: Broken or removed concrete, masonry, and rock asphalt paving; ceramics; roofing paper and shingles. Inert materials [may] [may not] be re-inforced with or contain ferrous wire, rods, accessories and weldments.

d. Wood: Dimension and non-dimension lumber, plywood, chipboard, hardboard. Treated and/or painted wood that meets the definition of lead contaminated or lead based contaminated paint is not included.

e. Scrap metal: Scrap and excess ferrous and non-ferrous metals such as re-inforcing steel, structural shapes, pipe and wire that are recovered or collected and disposed of as scrap. Scrap metal meeting the definition of hazardous material or hazardous waste is not included.

Section 01 57 19 Page 2

f. Paint cans: Metal cans that are empty of paints, solvents, thinners and adhesives. If permitted by the paint can label, a thin dry film may remain in the can.

g. Recyclables: Materials, equipment and assemblies such as doors, windows, door and window frames, plumbing fixtures, glazing and mirrors that are recovered and sold as recyclable. Metal meeting the definition of lead contaminated or lead based paint contaminated [may] [may not] be included as recyclable if sold to a scrap metal company. Paint cans [may] [may not] be included as recyclable if sold to a scrap metal company.

1.2.3 Debris

Non-hazardous solid material generated during the construction, demolition, or renovation of a structure which exceeds 2.5 inch particle size that is: a manufactured object; plant or animal matter; or natural geologic material (e.g. cobbles and boulders). A mixture of debris and other material such as soil or sludge is also subject to regulation as debris if the mixture is comprised primarily of debris by volume, based on visual inspection.

1.2.4 Hazardous Debris

As defined in paragraph entitled "Debris" of this section, debris that contains listed hazardous waste (either on the debris surface, or in its interstices, such as pore structure) per 40 CFR 261; or debris that exhibits a characteristic of hazardous waste per 40 CFR 261.

1.2.5 Chemical Wastes

This includes salts, acids, alkalies, herbicides, pesticides, and organic chemicals.

1.2.6 Garbage

Refuse and scraps resulting from preparation, cooking, dispensing, and consumption of food.

1.2.7 Hazardous Waste

Hazardous waste as defined in 40 CFR 261 or as defined by applicable State and local regulations.

1.2.8 Oily Waste

Petroleum products and bituminous materials.

1.2.9 Regulated Waste

Those solid waste that have specific additional Federal, state, or local controls for handling, storage, or disposal.

1.2.10 Hazardous Materials

Any material that is regulated as a hazardous material in accordance with 49 CFR 173, requires a Material Safety Data Sheet (MSDS) in accordance with 29

Section 01 57 19 Page 3

CFR 1910.1200, or which during end use, treatment, handling, storage, transportation or disposal meets or has components which meet or have the potential to meet the definition of a Hazardous Waste in accordance with 40 CFR 261. Throughout this specification, hazardous material includes hazardous chemicals.

1.3 SUBMITTALS

Environmental protection plan;

Some of the records listed below are also required as part of other submittals.

Preconstruction survey

Solid waste disposal permit

Waste determination documentation

Disposal documentation for hazardous and regulated waste

Solid waste disposal report

Contractor Hazardous Material Inventory Log;

1.4 REPORTS

1.4.1 Preconstruction Survey

Perform a preconstruction survey of the project site with the Contracting Officer, and take photographs showing existing environmental conditions in and adjacent to the site. Submit a report for the record.

1.4.2 Solid Waste Disposal Permit

Submit one copy of a State and local permit or license showing such agencies' approval of the disposal plan before transporting wastes off Government property.

1.4.3 Waste Determination Documentation

The Contractor shall submit all Waste Determination Documentation for all contractor derived wastes to be generated. The waste determination must be based 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). All support documentation must be attached to the Waste Determination form.

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1.4.4 Disposal Documentation for Hazardous and Regulated Waste

Submit a copy of the applicable EPA and State permit(s), manifest(s), or license(s) for transportation, treatment, storage, and disposal of hazardous and regulated waste by permitted facilities.

1.4.5 Solid Waste Disposal Report

Monthly the Contractor shall submit a solid waste disposal report to the Contracting Officer.

1.5 ENVIRONMENTAL PROTECTION REQUIREMENTS

Provide and maintain, during the life of the contract, environmental protection as defined. Plan for and provide environmental protective measures to control pollution that develops during normal construction practice. Plan for and provide environmental protective measures required to correct conditions that develop during the construction of permanent or temporary environmental features associated with the project. Comply with Federal, State, and local regulations pertaining to the environment, including water, air, solid waste, hazardous waste and substances, oily substances, and noise pollution.

1.5.1 Contractor Liabilities for Environmental Protection

The Contractor is advised that this project and the station are subject to Federal, State, and local regulatory agency inspections to review compliance with environmental laws and regulations. The Contractor shall fully cooperate with any representative from any Federal, State or local regulatory agency who may visit the job site and shall provide immediate notification to the Contracting Officer, who shall accompany them on any subsequent site inspections. The Contractor shall complete, maintain, and make available to the Contracting Officer, station, or regulatory agency personnel all documentation relating to environmental compliance under applicable Federal, State and local laws and regulations. The Contractor shall immediately notify the Contracting Officer if a Notice of Violation (NOV) is issued to the Contractor.

The Contractor shall be responsible for all damages to persons or property resulting from Contractor fault or negligence as well as for the payment of any civil fines or penalties which may be assessed by any Federal, State or local regulatory agency as a result of the Contractor's or any subcontractor's violation of any applicable Federal, State or local environmental law or regulation. Should a Notice of Violation (NOV), Notice of Noncompliance (NON), Notice of Deficiency (NOD), or similar regulatory agency notice be issued to the Government as facility owner/operator on account of the actions or inactions of the Contractor or one of its subcontractors in the performance of work under this contract, the Contractor shall fully cooperate with the Government in defending against regulatory assessment of any civil fines or penalties arising out of such actions or inactions.

1.6 CONTRACTOR HAZARDOUS MATERIAL INVENTORY LOG

Submit the "Contractor Hazardous Material Inventory Log" along with corresponding Material Safety Data Sheets (MSDS) to the Contracting Officer at the start and at the end of construction. Documentation for any

Section 01 57 19 Page 5 spills/releases, environmental reports or off-site transfers may be requested by the Contracting Officer.

2 PRODUCTS

3 EXECUTION

3.1 PROTECTION OF NATURAL RESOURCES

Preserve the natural resources within the project boundaries and outside the limits of permanent work. Restore to an equivalent or improved condition upon completion of work. Confine construction activities to within the limits of the work indicated or specified.

3.1.1 Land Resources

Except where shown, protect land resources outside the work area.

3.1.2 Water Resources

3.1.2.1 Oily and Hazardous Substances

Prevent oil or hazardous substances from entering the ground, drainage areas, or navigable waters. In accordance with 40 CFR 112, surround all temporary fuel oil or petroleum storage tanks.

3.2 HISTORICAL AND ARCHAEOLOGICAL RESOURCES

Carefully protect in-place and report immediately to the Contracting Officer historical and archaeological items or human skeletal remains discovered in the course of work. Upon discovery, notify the Contracting Officer. Stop work in the immediate area of the discovery until directed by the Contracting Officer to resume work. The Government retains ownership and control over historical and archaeological resources.

3.3 CONTROL AND DISPOSAL OF SOLID WASTES

Pick up solid wastes, and place in covered containers which are regularly emptied. Do not prepare or cook food on the project site. Prevent contamination of the site or other areas when handling and disposing of wastes. At project completion, leave the areas clean. Recycling is encouraged and can be coordinated with the Contracting Officer and the activity recycling coordinator. Remove all solid waste (including non-hazardous debris) from Government property and dispose off-site at an approved landfill. Solid waste disposal off-site must comply with most stringent local, State, and Federal requirements including 40 CFR 241, 40 CFR 243, and 40 CFR 258.

3.4 CONTROL AND DISPOSAL OF HAZARDOUS WASTES

3.4.1 Management of Wastes

a. All material, whether hazardous or non-hazardous shall be disposed in accordance with all laws and provisions and all Federal, State or Local Regulations. Ensure all waste is properly characterized.

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The result of each waste characterization (TCLP for RCRA materials) will dictate disposal requirements.

b. Contractor is responsible for segregation of waste. Collect lead-contamination waste, scrap, debris, bags, containers, equipment, and lead-contaminated clothing that may produce airborne concentrations of lead particles. Label the containers in accordance with 40 CFR 262.

c. Dispose of material classified as hazardous waste at an EPA or

State approved hazardous waste treatment, storage, or disposal facility off Government property.

d. Store waste materials in U.S. Department of Transportation (49 CFR

178) approved 208 liter 55 gallon drums. Properly label each drum to identify the type of waste (49 CFR 172) and the date the drum was filled. For hazardous waste, the collection drum requires marking/labeling in accordance with 40 CFR 262 during the accumulation/collection timeframe.

e. Handle, store, transport, and dispose hazardous waste in accordance with 40 CFR 260, 40 CFR 261, 40 CFR 262, 40 CFR 263, 40 CFR 264, and 40 CFR 265. Comply with land disposal restriction notification requirements as required by 40 CFR 268.

3.4.2 Disposal Documentation

a. All paperwork required by the transporter and/or disposal facility, including waste profiles and the Hazardous Waste Manifest, must be submitted to the Contracting Officer or authorized representative for approval prior to the date of the scheduled removal.

b. All shipments of Hazardous Waste must be accompanied by a Uniform

Hazardous Waste Manifest and a Land Disposal Restriction Notification. The Coast Guard shall be listed as the Generator on all hazardous waste manifest. The Contractor will verify with the Contracting Officer that the Generator Name and Mailing Address in Box 3 of the manifest are correct. Only authorized Coast Guard personnel shall sign hazardous waste manifests. The Contracting Officer shall provide the name of the authorized signatory to the Contractor. The Coast Guard shall retain all original Generator copies of the manifest.

c. Submit written evidence to demonstrate the hazardous waste treatment, storage, or disposal facility (TSD) is approved for lead disposal by the EPA, State or local regulatory agencies. Submit one copy of the completed hazardous waste manifest, signed and dated by the initial transporter in accordance with 40 CFR 262.

Contractor shall provide a certificate that the waste was accepted by the disposal facility.

3.5 POLLUTION PREVENTION/HAZARDOUS WASTE MINIMIZATION

The Contractor shall actively pursue minimizing the use of hazardous materials and the generation of hazardous waste.

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3.6 HAZARDOUS MATERIAL CONTROL

The Contractor shall include hazardous material control procedures in the Safety Plan. The procedures shall address and ensure the proper handling of hazardous materials, including the appropriate transportation requirements.

The Contractor shall submit a MSDS and estimated quantities to be used for each hazardous material to the Contracting Officer prior to bringing the material on base. Typical materials requiring MSDS and quantity reporting include, but are not limited to, oil and latex based painting and caulking products, solvents, adhesives, aerosol, and petroleum products. At the end of the project, the Contractor shall provide the Contracting Officer with the maximum quantity of each material that was present at the site at any one time, the dates the material was present, the amount of each material that was used during the project, and how the material was used. The Contractor shall also ensure that hazardous materials are utilized in a manner that will minimize the amount of hazardous waste that is generated.

The Contractor shall ensure that all containers of hazardous materials have NFPA labels or their equivalent. Copies of the MSDS for hazardous materials shall be kept on site at all times and provided to the Contracting Officer at the end of the project. The Contractor shall certify that all hazardous materials removed from the site are hazardous materials and do not meet the definition of hazardous waste per 40 CFR 261.

3.7 PETROLEUM PRODUCTS

Conduct the fueling and lubricating of equipment and motor vehicles in a manner that protects against spills and evaporation. All used oil generated on site shall be managed in accordance with 40 CFR 279. The Contractor shall determine if any used oil generated while on-site exhibits a characteristic of hazardous waste. In addition, used oil containing 1000 parts per million of solvents will be considered a hazardous waste and disposed of at Contractor's expense. Used oil mixed with a hazardous waste will also be considered a hazardous waste. All hazardous waste will be managed in accordance with the paragraph entitled Hazardous Waste/Debris Management of this section and shall be managed in accordance with the approved Environmental Protection Plan.

3.8 RELEASES/SPILLS OF OIL AND HAZARDOUS SUBSTANCES

Take precautions to prevent releases/spills of oil and hazardous substances.

In the event of any releases of oil and hazardous substances, chemicals, or gases; immediately (within 15 minutes) notify the Base or Activity Fire Department, the activity's Command Duty Officer, and the Contracting Officer. The Contractor is responsible for verbal and written notifications as required by the federal 40 CFR 355, State, local regulations and Navy Instructions. Spill response shall be in accordance with 40 CFR 300 and applicable State and local regulations. Contain and clean up these spills without cost to the Government. If Government assistance is requested or required, the Contractor shall reimburse the Government for such assistance.

Provide copies of the written notification and documentation that a verbal notification was made within 20 days.

SECTION 01 77 00

CLOSEOUT PROCEDURES

1.1 SUBMITTALS

Post-dredge survey and quantity calculations

Disposal area topographical survey

1.2 HAZARDOUS MATERIAL REPORTING

Submit hazardous material reporting information which includes actual quantities of hazardous materials stored and used during the project as specified in Section 01 57 29, "Temporary Environmental Controls."

SECTION 01 77 00 Page 1

SECTION 31 00 00

EARTHWORK

07/06

1 PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

Sampling and testing plan

Test results from sampling

Certification from disposal site owner/operator agreeing to accept material

Post-disposal topographical survey of the disposal area

Disposal permit

Disposal report

1.2 SUBSURFACE DATA

The soil within the disposal area is material that was dredged from the Coast Guard basin circa 1992. It is similar in nature to the material being dredged in the current project. The contractor shall be responsible for sampling and testing the material being removed to insure that it can be legally disposed off-site.

1.3 CLASSIFICATION OF EXCAVATION

No consideration will be given to the nature of the materials, and all excavation will be designated as unclassified excavation.

2 PART 2 PRODUCTS

2.1 BURIED WARNING AND IDENTIFICATION TAPE

Provide polyethylene plastic warning tape manufactured specifically for warning and identification of buried utility lines. Provide tape on rolls, 3 inch minimum width, color coded Red-Electric imprinted in bold black letters continuously over the entire tape length. Warning and identification to read, "CAUTION, BURIED ELECTRIC LINE BELOW" or similar wording. Provide permanent color and printing, unaffected by moisture or soil.

SECTION 31 00 00 Page 1

SECTION 31 00 00 Page 2

3 PART 3 EXECUTION

3.1 GENERAL EXCAVATION

Perform excavation of every type of material encountered within the limits of the project to the lines, grades, and elevations indicated and as specified. During construction, perform excavation and fill in a manner and sequence that will provide proper drainage at all times.

3.1.1 Drainage Structures

Install drainage structure (sediment trap) and operate for the duration of the contract.

3.1.2 Underground Utilities

The Contractor is responsible for movement of construction machinery and equipment over pipes and utilities during construction. Report damage to utility lines or subsurface construction immediately to the Contracting Officer.

3.2 BURIED TAPE AND DETECTION WIRE

3.2.1 Buried Warning and Identification Tape

Provide buried utility lines with utility identification tape. Bury tape 12 inch below finished grade.

3.2.2 Electrical Distribution System

Provi…