Att 01 - FY18 20171108.pdf

STATEMENT OF WORK

Relocate Trailer 760

October 31, 2017

PART 1 – GENERAL

1.1 Work Covered by Contract Documents

Work Description: This work or task order requires the contractor to perform work as required to relocate trailers 760 from current location to the new site as shown on the attached plan. The new location is approximately 1 mile from the existing location on the FLETC. The work consists of all necessary work to tear down building 760, transport to the new site and set up.

Background information:

Modular trailer 760 is 28’ x 70’ in size. The building was purchased in 2001. It is constructed of wood framing with metal siding.

Detailed description of the work required:

1. Disconnect the electrical, water, sewer and IT services to building 760. The sub panels shall be salvaged for reuse at the new location. The underground feeder may be cut a minimum of 24” below grade surface and capped, and the underground feeder location shall be marked with a permanent benchmark.

2. Remove and dispose of the existing entrance decks, ramps and steps. Salvage the existing aluminum canopies for installation at the new site. Tear down the building in preparation for transport. Salvage as much of the finishes, for reuse at the new location. Reinstall the hitches for transport and remove and place under the building at the new location. The building mover will need to supply tires for the move.

3. Prepare new site location. Clear site of trees and shrubs (approximately 0.2 acres and 24 trees of various sizes). Scrape the organics, put down engineered fill dirt and compact to withstand up to 2000 lb/sf where the office trailer will sit. The office floor is to sit at an elevation of approximately 18 feet (finished floor elevation of adjacent building).

4. Transport the building sections to the new location. Provide bracing as required to prevent racking or distortion when moving the building sections. Salvage all concrete block and pads from the existing site and transport to the new site for reuse.

5. Set up the building at the new location as shown on the attached site plan. Set and anchor the building to meet code. Install new perforated skirting for air circulation.

Install aluminum entrance decks, steps, ramp and sidewalk. Construct a ramp to connect to front Entrance 1 deck. Provide a typical ramp construction with handrails and anti-slip material. Entrances 2 & 3 shall have a 4’x4’ pre-manufactured deck and four or five steps. Reinstall the salvaged canopies at the new location.

6. Provide electrical service at the new location from the pad mounted transformer as shown on the site plan. Coordinate with GA Power. Reuse the distribution panels from the previous site. Provide all conductors, devices as required to provide electrical service per the National Electric Code. IT, potable water and sewer will need to be reconnected. Request dig permits as required.

7. Clean, clear, rake smooth and seed the area where the trailer was removed. Remove all debris.

8. Replace all finishes removed for transport. Buy new finishes where the old ones are damaged. The building shall be set up and made ready for use. Caulk and seal, as necessary, all building areas to ensure the relocated building is waterproof and not subject to leakage from rain events.

9. At the new location, scrape sand and paint all of the exterior doors. Pressure wash the entire exterior of the building with a chemical (bleach) wash to remove the mildew.

10. Plumbing work includes the installation of the water supply piping from the point of connection shown on the attached site plan. Provide pvc schedule 40 pipe buried 24” minimum depth to the proposed connection point in building 760. Provide an isolation valve outside of 760 in a utility box. Treat the supply line with chlorine as required before use. Install sewage piping as required for the plumbing system to be installed. Install piping to provide a complete system according to the National Plumbing Code. See the attached site plan for the proposed point of connection for the sewer piping. Field verify all dimensions. Relocate 1.5’x 2.5’ wall unit soap mixing station from building 31 to existing restroom in trailer. Install small eye wash station on wall outside restroom. Both the mixing station and the eye wash station will need to be connected to a source of potable water.

1.2 Coordination, Quality Control / Assurance

1. Coordinate construction schedule and all construction operations with the

Contracting Officer’s representative.

2. The Superintendent / QC shall be responsible for assuring that all work is performed in accordance with the terms of the contract.

3. All work will be inspected by the Government and accepted before final payment.

4. Contractor shall verify all measurements, locations and requirements of the job.

1.3 Submittals

The Contractor shall provide submittals to include material data sheets, shop drawings, manufacturer’s installation details and other documents as required for the following items:

1. Submit shop drawings that depict the proposed location of all improvements.

2. Cut sheets for ramp, sidewalks, aluminum entrance decks, steps, replacement VCT tiles, 4” rubber wall base, paint.

3. The Contractor shall provide a Project Schedule (Gantt chart or other similar method) to the CO prior to the start of work.

PART 2 – PRODUCTS / MATERIALS

2.1 Products covered by contract documents

1. All products and/or materials shall conform to the requirements of this Statement of Work and specification attached, and shall be first quality, complying with all standards and applicable building codes.

2. All products and/or materials shall be protected at all times from damage while at the work site.

PART 3 – EXECUTION

3.1 Performance Period

The Contractor shall have a maximum of 45 days in which to complete this project from the date of notice to proceed.

3.2 Installation

All products and/or materials shall be installed / constructed following the manufacturer’s recommendations for the specific application.

Contractor shall field verify all dimensions and conditions prior to beginning work or ordering materials. Contractor shall review site conditions with Project Manager prior to ordering materials and starting work.

3.3 Attachments

Drawing 1 – Utilities for 760 Drawing 2 – Floor plan 760 Attachment – Specifications

End of Statement

SEXISTING PAD MOUNTED

ELECTRIC TRANSFORMER

EXISTING SANITARY

SEWER MANHOLE

EXISTING SANITARY

SEWER CLEANOUT

EXISTING 2 " DIA

EXISTNG WATER LINE

EXISTING

WATER SEVICE

ELETRIC

WATER

SE

WER

UTILITIES

FOR 760

arkiongo Polygon arkiongo Polygon

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Not used

1.2 NOT USED

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 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. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.)

unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. 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.

1.3.1.1 Subcontractors and Personnel Contacts

Furnish a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 Identification Badges and Installation Access

Identification badges are required and will be furnished without charge. Application for and use of badges will be as directed by the Contracting Officer. Immediately report instances of lost or stolen badges to the Contracting Officer. See Section H regarding lost badges. All badges must be immediately returned to the point of issue upon badge expiration, contract completion, firing or removal of employee, or at the request of the approving authority.

1.3.1.3 Employee List

The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract.

Section 01 14 00 Page 2

1.3.1.4 Personnel Entry Approval

Failure to obtain entry approval will not affect the contract price or time of completion.

1.3.1.5 No Smoking Policy

Smoking is prohibited within and outside of all buildings on installations under the cognizance of FLETC except in designated smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

1.3.2 Working Hours

Regular working hours are between 7:00 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays. Some work of this contract will require working outside of regular working hours. Please note that deliveries of materials and equipment can only occur through the Commercial Gate between 7:00 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays. Any deliveries of materials and equipment needing to occur outside of regular working hours may require activation of an alternative Gate at the Contractor’s expense.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 3 to 5 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the 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.

Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Buildings

The Contractor will be working adjacent to existing occupied buildings.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the building during the construction period.

1.3.5 Utility Cutovers and Interruptions

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a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and sprinkler shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours." Such interruption shall be further limited to 8 hours. This time limit includes time for deactivation and reactivation.

d. Operation of Station Utilities: The Contractor shall not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services. The Government will operate the control devices as required for normal conduct of the work. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

1.4.1 Citizenship Requirements

Aliens are not allowed on the project site. Work under this contract is restricted to U.S.

citizens.

1.4.2 Documents Acceptable for Proof of Citizenship

a. Birth registration card

b. Certificate of live birth, birth certificate

c. Certificate of registration

d. Delayed birth certificate

e. Hospital birth certificate

f. Military officer ID card

g. USA passport

1.4.3 Passes

Section 01 14 00 Page 4

Submit request for personnel and vehicle passes together. Include the Certificate of Insurance for Contractor and Subcontractor(s) and the Statement of Acknowledgement Form SF 1413 with the submittal. Passes will normally be issued within 21 days, see Section H.

1.4.3.1 Control

Maintain strict accountability over passes. Immediately report to the source of issue, passes missing or lost, and the circumstances.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

-- End of Section --

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

Requirements of this Section apply to, and are component to, each section of the specifications.

The Government may request submittals in addition to those specified when deemed necessary to adequately describe the work covered in the respective sections.

Units of weights and measures used on all submittals are to be the same as those used in the contract drawings.

Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

Contractor's Quality Control Manager (QCM) to check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements are to be clearly identified. Include within submittals items such as:

Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; O&M manuals (including parts list); certifications; warranties; and other such required submittals.

Submittals requiring Government approval will be be scheduled and made prior to the acquisition of the material or equipment covered thereby.

Submittals will be received from the Contractor and returned to the Contractor in designated mail boxes located at the FMD Office Building 200.

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals

Certificates of insurance Surety bonds Qualifications, Certifications, Resumes, Letters of Commitment, and Appointment Letters for all Key Personnel: Quality Control Manager (QCM), Alternate Quality

SECTION 01 33 00 Page 2

Control Manager, Project Manager(PM), Alternate Project Manager, Superintendent, and Alternate Superintendent.

List of proposed subcontractors and suppliers

Accident Prevention and Health and Safety Plans

Quality Control (QC) plan

Environmental Protection and Waste Management Plan

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

Not used.

SD-04 Samples

SD-05 Design Data

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

SD-06 Test Reports

Daily logs and checklists.

SD-07 Certificates

SD-08 Manufacturer's Instructions

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SD-09 Manufacturer's Field Reports

SD-10 Operation and Maintenance Data

SD-11 Closeout Submittals

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

Special requirements necessary to properly close out a construction contract. For example, Record Drawings and as-built drawings. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.2 Approving Authority

Office or designated person authorized to approve submittal.

1.1.3 Work

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

1.2 SUBMITTALS

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

These submittals are to be made a minimum of seven (7) days prior to the scheduled Preconstruction Conference and require Government approval prior to Notice To Proceed and work commencement on site. See the related Division 1 specification sections such as Quality Control, Project Schedule, Environmental Controls/Management, Waste Management, Safety Requirements:

Certificates of insurance;

Surety bonds;

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Qualifications, Certifications, Resumes, and Appointment Letters for Quality Control Manager, Project Manager and Superintendent;

List of proposed subcontractors and suppliers;

Accident Prevention and Safety plan;

Quality Control (QC) plan;

Traffic Control Plan;

Environmental Protection and Waste Management plans;

1.3 SUBMITTAL CLASSIFICATION

Submittals are classified as follows:

1.3.1 Government Approved

Submittal is required in accordance with all contract requirements and prior to fabrication, delivery, and start of any related work activity. The Government reserves the right to suspend work activities initiated without approved submittals. Government approval is required for submittals identified in the contract. Government approval is required for any deviations from the Accepted Proposal and other items as designated by the Contracting Officer.

1.3.2 QCM Approved - Information Only

Submittals not requiring Government approval will be approved by the Quality Control Manager and made available to the Government if requested for information only. This does not relieve the Contractor from the obligation to furnish material conforming to the plans and specifications; will not prevent the Government from requiring removal and replacement of nonconforming material incorporated in the work; and does not relieve the Contractor of the requirement to furnish samples for testing by the Government laboratory or for check testing by the Government in those instances where the technical specifications so prescribe.

1.4 FORWARDING SUBMITTALS REQUIRING GOVERNMENT APPROVAL

1.4.1 Submittals Required from the Contractor

As soon as practicable after contract award, and before procurement of fabrication, forward the required submittals to the FMD COR. One copy of the transmittal form for all submittals shall be forwarded to the Contracting Officer.

The Government PM for the contract will review stamp submittals to verify submittals comply with the contract requirements.

1.4.1.1 O&M Data

SECTION 01 33 00 Page 5

1.5 PREPARATION

1.5.1 Transmittal Form

Transmit each submittal, except sample installations and sample panels to the FMD Project Manager. Transmit each copy of the submittal in the format of the Agency sample transmittal form FTC-FMD-74 furnished by the Government. On the transmittal form 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 mock-ups, installations, panels.

Properly complete this form by filling out all the heading blank spaces and identifying each item submitted by section, submittal description (SD) number, and paragraph reference number. Exercise special care to ensure proper listing of the specification paragraph and sheet number of the contract drawings pertinent to the data submitted for each item. Assign each submittal a transmittal number.

1.5.2 Identifying Submittals

When submittals are provided by a lower tier contractor the Prime Contractor is to prepare, review and stamp with Contractor's approval all specified submittals prior to submitting for Government approval.

Identify submittals, except sample installations and sample panels, with the following information permanently adhered to or noted on each separate component of each submittal and noted on transmittal form. Mark each copy of each submittal identically, with the following:

a. Contract title and location.

b. Contract number.

c. Date of the submittal.

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

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

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

g. For resubmittals, add an alphabetic suffix on the submittal description, for example, submittal 18 would become 18A, to indicate resubmission.

h. Product identification and location in project.

SECTION 01 33 00 Page 6

i. Quality Control Manager's certification stamp.

1.5.3 Format for SD-02 Shop Drawings

a. Shop drawings are not to be less than 8 1/2 by 11 inches nor more than 30 by 42 inches, except for full size patterns or templates. Prepare drawings to accurate size, with scale indicated, unless other form is required. Drawings are to be suitable for reproduction and be of a quality to produce clear, distinct lines and letters with dark lines on a white background.

b. Present A4 8 1/2 by 11 inches sized shop drawings as part of the bound volume for 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. Number drawings in a logical sequence. Each drawing is to bear the number of the submittal in a uniform location adjacent to the title block. Place the Government contract number in the margin, immediately below the title block, for each drawing.

e. Reserve a blank space on the right hand side of each sheet for the Government disposition stamp.

f. Dimension drawings, except diagrams and schematic drawings; prepare drawings demonstrating interface with other trades to scale. Use the same unit of measure for shop drawings as indicated on the contract drawings. Identify materials and products for work shown.

g. Include the nameplate data, size and capacity on drawings. Also include applicable federal, military, industry and technical society publication references.

h. Reproductions of the contract drawings will not be accepted as shop drawings.

Such submittals will be rejected.

1.5.4 Format of SD-03 Product Data and SD-08 Manufacturer's Instructions

1.5.5 Format of SD-04 Samples

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1.5.6 Format of SD-05 Design Data and SD-07 Certificates

1.5.7 Format of SD-06 Test Reports and SD-09 Manufacturer's Field Reports

a. Not used.

1.5.8 Format of SD-10 Operation and Maintenance Data (O&M)

1.5.9 Format of SD-01 Preconstruction Submittals and SD-11 Closeout 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. Provide all dimensions in administrative submittals in English units.

1.6 QUANTITY OF SUBMITTALS

1.6.1 Number of Copies on SD-01 Preconstruction Submittals

Submit four copies of Preconstruction submittals.

1.6.2 Number of Copies of SD-02 Shop Drawings

Submit three copies of submittals of shop drawings.

1.6.3 Number of Copies of SD-03 Product Data and SD-08 Manufacturer's Instructions

1.6.4 Number of Samples SD-04 Samples

a. Not used.

1.6.5 Number of Copies SD-05 Design Data and SD-07 Certificates

Submit in compliance with quantity requirements specified for shop drawings.

1.6.6 Number of Copies SD-06 Test Reports and SD-09 Manufacturer's Field Reports

Submit in compliance with quantity and quality requirements specified for shop drawings other than field test results that will be submitted with QC reports.

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1.6.7 Number of Copies of SD-10 Operation and Maintenance Data

1.6.8 Number of Copies of SD-11 Closeout Submittals

Unless otherwise specified, submit two sets of Close-Out submittals.

1.6.9 Copies Not Indicated

Provide two copies of submittals when a number of submittal copies are not otherwise identified.

1.7 VARIATIONS / SUBSTITUTION REQUESTS

Variations from contract requirements require Government approval pursuant to contract Clause FAR 52.236-21 and will be considered where advantageous to Government.

1.7.1 Considering Variations

Discussion with Contracting Officer prior to submission, will help ensure functional and quality requirements are met and minimize rejections and re-submittals. When contemplating a variation which results in lower cost, consider submission of the variation as a Value Engineering Change Proposal (VECP).

Specifically point out variations from contract requirements in transmittal letters. Failure to point out deviations may result in the Government requiring rejection and removal of such work at no additional cost to the Government.

1.7.2 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 savings. In addition to documentation required for variation, include the submittals required for the item. Clearly mark the proposed variation in all documentation.

1.7.3 Warranting That Variations 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.

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1.7.4 Variations Review Schedule

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.

1.8 SUBMITTAL REGISTER

The Contractor is to track all submittals by maintaining a complete list, including completion of all data columns, including dates on which submittals are received and returned by the Government.

Coordinate the submittal dates with the related project activities to avoid any delay to work progress. Revise the submittal register when the progress schedule is revised and submit both for approval.

1.8.1 Use of Submittal Register

Verify that all submittals required for the contract are tracked in the submittal register.

1.9 SCHEDULING

Schedule and submit concurrently submittals covering component items forming a system or items that are interrelated. Include certifications to be submitted with the pertinent drawings at the same time. No delay damages or time extensions will be allowed for time lost in late submittals.

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 resubmittal of requirements.

b. Except as specified otherwise, allow review period, beginning with receipt by approving authority, that includes at least 7 working days for submittals for QC Manager approval and 7 working days for submittals for Government approval.

Period of review for submittals with Government approval begins when the Government receives submittal from the QC organization.

c. Period of review for each resubmittal is the same as for initial submittal.

1.9.1 Reviewing, Certifying, Approving Authority

The QC organization is responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the QC Manager unless submittals are specifically identified in the contract. Request for submittals in the contract signifies the requirement for Government Approval for only those submittals identified.

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1.9.2 Constraints

a. Conform to provisions of this section, unless explicitly stated otherwise by the contract.

b. Submit complete submittals for each definable feature of work. Submit at the same time components of definable feature interrelated as a system.

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.

1.9.3 QC Organization Responsibilities

It is the responsibility of the QC manager to coordinate all submittals with subcontractors, manufacturers, suppliers, etc. to insure all submittals are complete and represent entire systems where multiple subcontractors, supplier, etc. combine to make up an operating system.

a. Note date on which submittal was delivered by Contractor on each transmittal.

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

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

c. Act on submittals, determining appropriate action based on QC organization's review of submittal.

d. Ensure that material is clearly legible. Submittals containing illegible materials will be entirely rejected.

e. Stamp each sheet of each submittal with QC certifying statement or approving statement, except that data submitted in bound volume or on one sheet printed on two sides may be stamped on the front of the first sheet only.

(1) When approving authority is Contracting Officer, QC organization will certify submittals forwarded to Contracting Officer with the following certifying statement:

"I hereby certify that the equipment, material, article shown and marked in this submittal is that proposed to be incorporated with contract Number _____, is in

SECTION 01 33 00 Page 11 compliance with the contract drawings and specification, can be installed in the allocated spaces, and is submitted for Government approval.

Certified by Submittal Reviewer _____________________, Date _______

(Signature when applicable)

Certified by QC Manager _____________________________, Date ______" (Signature)

(2) When approving authority is QC Manager, QC Manager will use the following approval statement when returning submittals to Contractor as "Approved" or "Approved as Noted."

"I hereby certify that the material, equipment, article shown and marked in this submittal and proposed to be incorporated with contract Number _____, is in compliance with the contract drawings and specification, can be installed in the allocated spaces, and is approved for use.

Certified by Submittal Reviewer ______________________, Date ______

(Signature when applicable)

Approved by QC Manager _______________________________, Date _____" (Signature)

f. Sign certifying statement or approval statement. The QC organization member designated in the approved QC plan is the person signing certifying statements. The use of original ink for signatures is required. Stamped signatures are not acceptable.

Update submittal register as submittal actions occur and maintain the submittal register at project site until final acceptance of all work by Government.

g. Retain a copy of approved submittals at project site, including Contractor's copy of approved samples.

1.10 GOVERNMENT APPROVING AUTHORITY

When approving authority is Contracting Officer, the Government will:

a. Note date on which submittal was received from QC Manager.

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

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

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Two copies of approved submittals will be retained by the Government and the remaining copies of the submittal will be returned to the Contractor, excluding O&M and Close-Out submittals.

1.10.1 Review Notations

Submittals will be returned with the following notations:

a. Submittals marked "approved" authorize the Contractor to proceed with the work covered.

b. Submittals marked "approved as noted" "or approved except as noted, resubmittal not required," authorize the Contractor to proceed with the work covered provided he takes no exception to the corrections.

c. Submittals marked "not approved" or "disapproved," or "revise and resubmit," indicate noncompliance with the contract requirements or design concept, or that submittal is incomplete. Resubmit with appropriate changes. No work shall proceed for this item until resubmittal is approved.

d. Submittals marked "not reviewed" will indicate submittal has been previously reviewed and approved, is not required , does not have evidence of being reviewed and approved by Contractor, or is not complete. A submittal marked "not reviewed" will be returned with an explanation of the reason it is not reviewed. Resubmit submittals returned for lack of review by Contractor or for being incomplete, with appropriate action, coordination, or change.

1.11 DISAPPROVED OR REJECTED SUBMITTALS

Contractor shall make corrections required by the Government. If the Contractor considers any correction or notation on the returned submittals to constitute a change to the contract drawings or specifications; notice as required under the clause entitled, "Changes" is to be given to the Contracting Officer. Contractor is responsible for the dimensions and design of connection details and construction of work. Failure to point out deviations may result in the Government requiring rejection and removal of such work at the Contractor's expense.

If changes are necessary to submittals, the Contractor shall make such revisions and submission of the submittals in accordance with the procedures above. No item of work requiring a submittal change is to be accomplished until the changed submittals are approved.

1.12 APPROVED SUBMITTALS

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The Government's approval or acceptance of submittals is not be construed as a complete check. Approval or acceptance will not relieve the Contractor of the responsibility for any error which may exist, as the Contractor under the Contractor Quality Control (CQC) requirements of this contract is responsible for verification of dimensions and the compliant construction of all work. After submittals have been approved or accepted by the Government, no resubmittal for the purpose of substituting materials or equipment will be considered unless accompanied by an explanation of why a substitution is necessary.

1.13 APPROVED SAMPLES

Approval of a sample is not to be construed to change or modify any contract requirements. Before submitting samples, the Contractor is to assure that the materials or equipment will be available in quantities required in the project. No substitution will be permitted after a sample has been approved.

Match the approved samples for Materials and equipment incorporated in the work.

Failure of any materials to pass the specified tests will be sufficient cause for refusal to consider, under this contract, any further samples of the same brand or make of that material. Government reserves the right to disapproved any material or equipment which previously has proved unsatisfactory in service.

Samples of various materials or equipment delivered on the site or in place may be taken by the Contracting Officer for testing. Samples failing to meet contract requirements will automatically void previous approvals. Contractor to replace such materials or equipment to meet contract requirements.

Approval of the Contractor's samples by the Contracting Officer does not relieve the Contractor of his responsibilities under the contract.

1.14 WITHHOLDING OF PAYMENT

Payment for materials incorporated in the work will not be made if required approvals have not been obtained. No payment for materials incorporated in the work will be made if all required Government approvals have not been obtained. No payment will be made for any materials incorporated into the work for any conformance review submittals or information only submittals found to contain errors or deviations from the Contract.

1.15 STAMPS

Stamps used by the Contractor on the submittal data to certify that the submittal meets contract requirements is to be similar to the following:

SECTION 01 33 00 Page 14

| CONTRACTOR |

| (Firm Name) | | _____ Approved | | _____ Approved with corrections as noted on submittal data and/or | | attached sheets(s) |

| SIGNATURE: __________________________________________________________|

| TITLE: ______________________________________________________________ |

| DATE: _______________________________________________________________ |

-- End of Section --

Section 01 57 19.00 20 Page 1

SECTION 01 57 19.00 20

TEMPORARY ENVIRONMENTAL CONTROLS

1.1 REFERENCES

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

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA 530/F-93/004 (1993; Rev O; Updates I, II, IIA, IIB, and III) Test

Methods for Evaluating Solid Waste (Vol IA, IB, IC, and II) (SW-846)

EPA 833-R-060-04 (2000) Developing Your Storm Water Pollution

Prevention Plan, a Guide for Construction Sites

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

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.120 Hazardous Waste Operations and Emergency Response

40 CFR 112 Oil Pollution Prevention

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

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

Section 01 57 19.00 20 Page 2

40 CFR 263 Standards Applicable to Transporters 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 266 Standards for the Management of Specific Hazardous

Wastes and Specific Types of Hazardous Waste Management Facilities

40 CFR 268 Land Disposal Restrictions

40 CFR 270 EPA Administered Permit Programs: The Hazardous

Waste Permit Program

40 CFR 271 Requirements for Authorization of State Hazardous Waste Programs

40 CFR 272 Approved State Hazardous Waste Management

Programs

40 CFR 273 Standards For Universal Waste Management

40 CFR 279 Standards for the Management of Used Oil

40 CFR 280 Technical Standards and Corrective Action Requirements for Owners and Operators of Underground Storage Tanks (UST)

40 CFR 300 National Oil and Hazardous Substances Pollution

Contingency Plan

40 CFR 355 Emergency Planning and Notification

40 CFR 372-SUBPART D Specific Toxic Chemical Listings

40 CFR 761 Polychlorinated Biphenyls (PCBs) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

40 CFR 82 Protection of Stratospheric Ozone

Section 01 57 19.00 20 Page 3

49 CFR 171 General Information, Regulations, and Definitions

49 CFR 172 Hazardous Materials Table, Special Provisions, Hazardous Materials Communications, Emergency Response Information, and Training Requirements

49 CFR 173 Shippers - General Requirements for Shipments and

Packaging

49 CFR 178 Specifications for Packaging

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, including solid, liquid, semisolid, or contained gaseous materials resulting from domestic, industrial, commercial, mining, or agricultural operations. Types of solid waste typically generated at construction sites may include:

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. 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), broken or removed concrete, masonry, and rock asphalt paving; ceramics; roofing paper and shingles. Inert materials may not be reinforced with or contain ferrous wire, rods, accessories and weldments. 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.

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.

Section 01 57 19.00 20 Page 4

e. Scrap metal: Scrap and excess ferrous and non-ferrous metals such as reinforcing 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.

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 not be included as recyclable if sold to a scrap metal company. Paint cans may be included as recyclable if sold to a scrap metal company.

h. Hazardous Waste: By definition, to be a hazardous waste a material must first meet the definition of a solid waste. Hazardous waste and hazardous debris are special cases of solid waste. They have additional regulatory controls and must be handled separately.

They are thus defined separately in this document.

Material not regulated as solid waste includes: 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.

1.2.3 Hazardous Debris

As defined in Solid Waste paragraph, 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.

1.2.4 Chemical Wastes

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

1.2.5 Garbage

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

1.2.6 Hazardous Waste

Any discarded material, liquid, solid, or gas, which meets the definition of hazardous material or is designated hazardous waste by the Environmental Protection Agency or State Hazardous Control Authority as defined in 40 CFR 260, 40 CFR 261, 40 CFR 262, 40 CFR 263, 40 CFR

Section 01 57 19.00 20 Page 5

264, 40 CFR 265, 40 CFR 266, 40 CFR 268, 40 CFR 270, 40 CFR 271, 40 CFR 272, 40 CFR 273, 40 CFR 279, and 40 CFR 280.

1.2.7 Hazardous Materials

Hazardous materials as defined in 49 CFR 171 and listed in 49 CFR 172.

Hazardous material is any material that:

a. Is regulated as a hazardous material per 49 CFR 173, or

b. Requires a Material Safety Data Sheet (MSDS) per 29 CFR 1910.120, or

c. During end use, treatment, handling, packaging, storage, transpiration, or disposal meets or has components that meet or have potential to meet the definition of a hazardous waste as defined by 40 CFR 261 Subparts A, B, C, or D.

Designation of a material by this definition, when separately regulated or controlled by other instructions or directives, does not eliminate the need for adherence to that hazard-specific guidance which takes precedence over this instruction for "control" purposes. Such material include ammunition, weapons, explosive actuated devices, propellants, pyrotechnics, chemical and biological warfare materials, medical and pharmaceutical supplies, medical waste and infectious materials, bulk fuels, radioactive materials, and other materials such as asbestos, mercury, and polychlorinated biphenyls (PCBs). Nonetheless, the exposure may occur incident to manufacture, storage, use and demilitarization of these items.

1.2.8 Waste Hazardous Material (WHM)

Any waste material which because of its quantity, concentration, or physical, chemical, or infectious characteristics may pose a substantial hazard to human health or the environment and which has been so designated. Used oil not containing any hazardous waste, as defined above, falls under this definition.

1.2.9 Oily Waste

Those materials which are, or were, mixed with used oil and have become separated from that used oil. Oily wastes also means materials, including wastewaters, centrifuge solids, filter residues or sludges, bottom sediments, tank bottoms, and sorbents which have come into contact with and have been contaminated by, used oil and may be appropriately tested and discarded in a manner which is in compliance with other State and local requirements.

This definition includes materials such as oily rags, "kitty litter" sorbent clay and organic sorbent material. These materials may be land filled provided that:

a. It is not prohibited in other State regulations or local ordinances

Section 01 57 19.00 20 Page 6

b. The amount generated is "de minimus" (a small amount)

c. It is the result of minor leaks or spills resulting from normal process operations

d. All free-flowing oil has been removed to the practical extent possible

Large quantities of this material, generated as a result of a major spill or in lieu of proper maintenance of the processing equipment, are a solid waste. As a solid waste, a hazardous waste determination must be performed prior to disposal. As this can be an expensive process, it is recommended that this type of waste be minimized through good housekeeping practices and employee education.

1.2.10 Regulated Waste

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

1.2.11 Class I Ozone Depleting Substance (ODS)

Class I ODS is defined in Section 602(a) of The Clean Air Act and includes the following chemicals:

chlorofluorocarbon-11 (CFC-11) chlorofluorocarbon-12 (CFC-12) chlorofluorocarbon-13 (CFC-13) chlorofluorocarbon-111 (CFC-111) chlorofluorocarbon-112 (CFC-112) chlorofluorocarbon-113 (CFC-113) chlorofluorocarbon-114 (CFC-114) chlorofluorocarbon-115 (CFC-115) chlorofluorocarbon-211 (CFC-211) chlorofluorocarbon-212 (CFC-212) chlorofluorocarbon-213 (CFC-213) chlorofluorocarbon-214 (CFC-214) chlorofluorocarbon-215 (CFC-215) chlorofluorocarbon-216 (CFC-216) chlorofluorocarbon-217 (CFC-217) chlorofluorocarbon-500 (CFC-500) chlorofluorocarbon-502 (CFC-502) chlorofluorocarbon-503 (CFC-503) halon-1211 halon-1301 halon-2402 carbon tetrachloride methyl bromide methyl chloroform

Section 01 57 19.00 20 Page 7

Class II ODS is defined in Section 602(s) of The Clean Air Act and includes the following chemicals:

hydrochlorofluorocarbon-21 (HCFC-21) hydrochlorofluorocarbon-22 (HCFC-22) hydrochlorofluorocarbon-31 (HCFC-31) hydrochlorofluorocarbon-121 (HCFC-121) hydrochlorofluorocarbon-122 (HCFC-122) hydrochlorofluorocarbon-123 (HCFC-123) hydrochlorofluorocarbon-124 (HCFC-124) hydrochlorofluorocarbon-131 (HCFC-131) hydrochlorofluorocarbon-132 (HCFC-132) hydrochlorofluorocarbon-133 (HCFC-133) hydrochlorofluorocarbon-141 (HCFC-141) hydrochlorofluorocarbon-142 (HCFC-142) hydrochlorofluorocarbon-221 (HCFC-221) hydrochlorofluorocarbon-222 (HCFC-222) hydrochlorofluorocarbon-223 (HCFC-223) hydrochlorofluorocarbon-224 (HCFC-224) hydrochlorofluorocarbon-225 (HCFC-225) hydrochlorofluorocarbon-226 (HCFC-226) hydrochlorofluorocarbon-231 (HCFC-231) hydrochlorofluorocarbon-232 (HCFC-232) hydrochlorofluorocarbon-233 (HCFC-233) hydrochlorofluorocarbon-234 (HCFC-234) hydrochlorofluorocarbon-235 (HCFC-235) hydrochlorofluorocarbon-241 (HCFC-241) hydrochlorofluorocarbon-242 (HCFC-242) hydrochlorofluorocarbon-243 (HCFC-243) hydrochlorofluorocarbon-244 (HCFC-244) hydrochlorofluorocarbon-251 (HCFC-251) hydrochlorofluorocarbon-252 (HCFC-252) hydrochlorofluorocarbon-253 (HCFC-253) hydrochlorofluorocarbon-261 (HCFC-261) hydrochlorofluorocarbon-262 (HCFC-262) hydrochlorofluorocarbon-271 (HCFC-271)

1.2.11.1 Universal Waste

The universal waste regulations streamline collection requirements for certain hazardous wastes in the following categories: batteries, pesticides, mercury-containing equipment (e.g., thermostats) and lamps (e.g., fluorescent bulbs).