H.01.04_DLA_Fuel_Pier_Final_Specifications.pdf

Final Specifications

Joint Base Langley-Eustis, Virginia

FY16 DESC 1607

Project No. 87604

April 2016

DESC 1607 Replace Fuel Pier & Distribution Facility Joint Base Langley-Eustis, Virginia

US Army Corps of Engineers SIC-1 April 2016

FINAL SUBMITTAL

Burns & McDonnell Project No. 87604

DOCUMENT 00 01 07 – CERTIFICATION PAGE

CERTIFICATION(S)

DESC1607 Replace Fuel Pier & Dist. Fac. Final Submittal Joint Base Langley-Eustis, Virginia BMcD Project Number 87604

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00 ENVIRONMENTAL MANAGEMENT SPECIAL CONDITIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 33 23.33 FUEL SYSTEM SPECIFIC SUBMITTAL REQUIREMENTS

01 35 26.20 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 01 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 58 00 PROJECT IDENTIFICATION

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 23.33 OPERATION AND MAINTENANCE MANUALS FOR FUEL SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES

02 83 13.00 20 LEAD IN CONSTRUCTION

DIVISION 03 - CONCRETE

03 11 13.00 10 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 00.00 10 CONCRETE ACCESSORIES

03 20 00.00 10 CONCRETE REINFORCING

03 30 00.00 10 CAST-IN-PLACE CONCRETE

03 31 29 MARINE CONCRETE

03 35 00.00 10 CONCRETE FINISHING

03 39 00.00 10 CONCRETE CURING

03 45 33 PRECAST PRESTRESSED STRUCTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 13 33 PIER TIMBERWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

PROJECT TABLE OF CONTENTS Page 1

07 15 00 AIR AND VAPOR BARRIERS

07 21 13 BOARD AND BLOCK INSULATION

07 22 00 ROOF AND DECK INSULATION

07 41 13 METAL ROOF PANELS

07 60 00 FLASHING AND SHEET METAL

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

09 97 13.26 COATING OF STEEL WATERFRONT STRUCTURES

09 97 13.27 EXTERIOR COATING OF STEEL STRUCTURES

DIVISION 10 - SPECIALTIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 20 PRE-ENGINEERED METAL CANOPIES

13 34 23 PREASSEMBLED ENCLOSURE

13 48 00 SEISMIC PROTECTION FOR MISCELLANEOUS EQUIPMENT

13 48 00.00 10 SEISMIC PROTECTION FOR MECHANICAL EQUIPMENT

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

22 07 19.00 40 PLUMBING PIPING INSULATION

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 00 00 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 82 02.00 10 UNITARY HEATING AND COOLING EQUIPMENT

DIVISION 26 - ELECTRICAL

26 00 00.00 20 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 48.00 10 SEISMIC PROTECTION FOR ELECTRICAL EQUIPMENT

26 08 00 APPARATUS INSPECTION AND TESTING

26 12 19.10 THREE-PHASE PAD-MOUNTED TRANSFORMERS

26 13 01 PAD-MOUNTED AIR INSULATED SWITCHGEAR

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 41 00 LIGHTNING PROTECTION SYSTEM

26 42 13.00 20 CATHODIC PROTECTION BY GALVANIC ANODES

26 51 00.00 40 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

PROJECT TABLE OF CONTENTS Page 2

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 31 66 FIRE DETECTION AND ALARM SYSTEM

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 41 16 METAL SHEET PILING

31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES

31 62 16.16 STEEL H-PILES

31 62 19.13 WOOD MARINE PILES

31 63 26 DRILLED CAISSONS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT, CURBS, AND SITE

FACILITIES

32 15 00 AGGREGATE SURFACE COURSE

32 31 13 CHAIN LINK FENCES AND GATES

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 08 55 COMMISSIONING OF FUEL FACILITY SYSTEMS

33 09 53.10 GVFF AND PIER RELAY PANELS

33 11 00 WATER DISTRIBUTION

33 34 00 FORCE MAINS; SEWER

33 40 00 STORM DRAINAGE AND CONTAINMENT DRAINAGE

33 46 16 UNDERDRAIN SYSTEM

33 52 43 FUEL DISTRIBUTION

33 52 43.14 FUEL SYSTEMS CONTROL VALVES

33 52 43.23 FUEL PUMPS

33 52 80 LIQUID FUELS PIPELINE COATING SYSTEMS

33 52 90.00 20 WELDING FOR POL SERVICE PIPING

33 56 10 FACTORY-FABRICATED FUEL STORAGE TANKS

33 57 00 FUEL RECEIVING/DISPENSING EQUIPMENT

33 57 00.20 MARINE LOAD ARMS

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 51 13.00 20 MOVABLE BARGE GANGWAY

35 59 13.13 PRESTRESSED CONCRETE FENDER PILING

35 59 13.16 MARINE FENDERS

35 59 35 MOORING HARDWARE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Utility Outage Requests

Utility Connection Requests

Borrow Permits

Excavation Permits

Welding Permits

Burning Permits

Salvage Plan; G , RO

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The Project will replace the aging and structurally deficient wooden fueling pier with a concrete fuel pier, fender piles, and mooring dolphins to service a JNB-22 barge. The combined length of the pier and dolphin is approximately 870 feet. The Pier will include one (1) 10-inch diameter schedule 40 carbon steel fuel pipe and two (2) fuel loading arms with associated spill containment. The work includes demolition of the existing fuel pier, site work, electrical power and controls, fire alarm and suppression systems, plumbing, and a containment drainage system. The project will also include turning basin dredging and related dredging disposal.

The project will also include a new government MOGAS (regular unleaded gasoline), diesel, and biodiesel refueling station to replace existing refueling facilities. Work will include new tanks, pumps, pavements, piping, canopy, automatic level control and gauging/metering system, emergency stop stations, and electrical systems. It will include an automatic tank gauging (ATG) system capable of inventory management, tank level and statistical leak detection. Existing Gasoline (MRR) and Bio Diesel (BDI) tanks and related equipment, service island, and related canopy structure will be demolished as a part of the project. A spill retention basin will also be constructed as part of this project.

SECTION 01 11 00 Page 1

1.2.2 Location

The work is located at the Joint Base Langley-Eustis, VA, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 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 must be in a condition equal to or better than that which existed before new work started.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings within area of work.

A coordinated and approved Work Clearance Request is required prior to any excavation activities. The Contractor shall submit a request to the Project Inspector 14 days prior to the start of excavation work. All requests must be initiated no later than Thursday of any week to be inserted into the Work Clearance approval process for the following week.

The Contractor will be notified to attend a Work Clearance scheduling meeting. At the Work Clearance meeting, the Contractor will receive an AF Form 103, instructions for completing the form, and a date and time for utilities to be marked. The Contractor shall not commence excavation prior to obtaining an approved AF Form 103. After all respective utilities have been marked and verified by the Project Inspector, the Contractor shall return the original AF Form 103 to his/her respective Project Inspector for coordination and signature by the Chief of Engineering. No digging or excavation shall begin before the Chief of Engineering signs the AF Form 103. After the Chief of Engineering signs the AF Form 103, the Project Inspector will return it to the Contractor.

Then, and only then, shall the Contractor commence excavation. The Contractor shall maintain all utility markings for the duration of the contract. Contractor shall maintain original version of the AF Form 103 for the duration of excavation work at the particular site. Ensure all applicable parties have coordinated on the form prior to excavation. For Miss Utility, use the Ticket Information Exchange (TIE) number or actual technician signature as evidence of coordination. The AF Form 103 clearance shall not be allowed to expire. The Contractor shall revalidate/resubmit the AF Form 103 within seven days prior to the expiration date if it is anticipated or known that the duration of excavation will exceed the 30-day limitation.

Contractor shall be responsible for obtaining all necessary digging permits and pay costs associated with the permit which may be necessary to accomplish the work.

SECTION 01 11 00 Page 2

1.4.1 Miss Utility

Contractor shall contact Miss Utility (1-800-552-7001) at least 48 hours prior to excavation to identify non-Air Force-owned underground utilities (cable TV, Bell Atlantic and Virginia Power, etc.). Notices to Miss Utility are good for 15 working days; after that period, Contractor shall renew the notice. Indicate renewals on the AF Form 103 as applicable.

Miss Utility is open 24 hours, seven days a week. Calls after 1700, before 0700, on weekends and on holidays are accepted for emergencies only. Holidays include New Year's Day, Martin Luther King Day, President's Day, Memorial Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Day after Thanksgiving and Christmas Day. After 48 hours, Contractor should contact Miss Utility to confirm that clearance/marking operations have been completed. The Contractor must wait an additional 24 hours if any operators or contract locators have not responded to the Ticket Information Exchange (TIE) system request within the first 48 hours.

1.4.2 Markings

a. Prior to commencing any excavation, the Contractor must inspect the site for clear evidence of unmarked facilities. If evidence of such facilities is present, the excavator must notify the notification center and wait an additional three hours for the facilities to be marked.

b. The Contractor may choose to wait 72 hours and begin work after that time if there is no evidence that any underground facilities remain unmarked. However, it is recommended that Contractors contact the TIE system and confirm the status of underground facilities before they commence work.

c. After the markings have been made, Contractors are required to maintain a minimum clearance of two feet between a marked, underground utility line and the cutting edge of any power-operated excavating equipment. If excavation is required within two feet of any marking, it shall be performed very carefully with hand tools in accordance with Virginia Code Section 56-265.24.

d. If, during the course of excavation, a utility line has been exposed, before backfilling, the Contractor must inspect these facilities to ascertain if the facilities have been damaged. If damage of any kind is discovered or suspected, it is the Contractor's responsibility to immediately notify the utility owner directly. The Contractor must NOT attempt to repair damaged facilities.

e. Maintain any paint marks or stakes indicating underground utilities/lines as required during the duration of work or thirty calendar days from date of approved AF Form 103 (whichever is earlier). Note that Miss Utility clearance expires after fifteen working days.

1.4.3 Notification Prior to Excavation

Notify the Contracting Officer at least 48 hours prior to starting excavation work.

SECTION 01 11 00 Page 3

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract Clause entitled "Default: (Fixed Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the Project Site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

c. All awards or extensions for time shall be at the sole discretion of the Contraction Officer or their representative.

1.5.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather-dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

10 9 8 6 7 7 9 6 5 5 6 9

1.5.2 Records

Upon acknowledgment of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.5.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract Clauses entitled "Default (Fixed Price Construction)."

SECTION 01 11 00 Page 4

1.6 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors.

Should there be any conflicts between these limits, it shall be brought to the attention of the Contracting Officer (CO) and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.7 HISTORICAL AND ARCHEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. This includes the marine loading arms.

Segregate, itemize, deliver and off-load the salvaged property at the Government-designated storage area shown on drawing G-006.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

1.9 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS," "PERMITS AND RESPONSIBILITIES," and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

SECTION 01 11 00 Page 5

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.10 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

1.11 PROFIT

1.11.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20

Relative difficulty of work 15

Size of Job 15

Period of performance 15

Contractor's investment 05

Assistance by Government 05

Subcontracting 25

1.11.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from 0.03 to 0.12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

SECTION 01 11 00 Page 6

1.11.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be 0.03; as the degree of risk increases, the weighting should be increased up to a maximum of 0.12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: The portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.11.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be 0.12 and should be proportionately reduced to 0.03 on the simplest of jobs.

This factor is tied in to some extent with the degree of risk. Some things to consider: The nature of the work, by whom it is to be done, where, and what is the time schedule.

1.11.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at 0.12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from 0.12 to 0.05.

1.11.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at 0.12. Jobs of lesser duration are to be proportionately weighted to a minimum of 0.03 for jobs not to exceed 30 days. No weight where additional time not required.

1.11.2.5 Contractor's Investment

To be weighted from 0.03 to 0.12 on the basis of below average, average, and above average. Things to consider: Amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.11.2.6 Assistance by Government

To be weighted from 0.12 to 0.03 on the basis of average to above average. Things to consider: Use of Government-owned property, equipment and facilities, and expediting assistance.

1.11.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be 0.03 and such weighting proportionately increased to 0.12 where all the work is performed by the Contractor's own forces.

1.12 BLASTING

Blasting will not be permitted.

SECTION 01 11 00 Page 7

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 8

SECTION 01 12 00 – ENVIRONMENTAL MANAGEMENT SPECIAL CONDITIONS

Section 01 12 00 Page 1

1. ENVIRONMENTAL MANAGEMENT: All work is to be performed in a manner that pre-vents pollution, protects the environment and conserves natural resources.

CONTRACTOR ENVIRONMENTAL DELIVERABLES:

The following contract deliverables are due to the LAFB project manager and Contracting repre-sentative who will in turn provide them to the Environmental Element (633 CES/CEIE).

Before Contract Start (30 days) Asbestos Abatement Plan Lead-Based Paint Abatement Plan Construction Waste Management Plan Hazardous Material Usage Request Forms Green Procurement Planning Use Forms Environmental Management System (EMS) training certifications Stormwater Permit Stormwater Pollution Prevention Plan Clean Soil Certifications

During Contract Monthly Hazardous Materials Usage Report Quarterly Refuse/Recycling Reports Generator permit information Hazardous Waste/Lead/Asbestos Manifests (to be signed by LAFB Environmental Reps)

End of Contract before contract close Sustainability Documentation to include:

Green Procurement Exemption Form (if applicable) Green Procurement Final Usage Report Recovered Materials Determination Forms (if applicable) Construction/Demolition Debris Recycling and Reporting Final Report Proof of procured Equipment Energy Efficiency Proof of procured Equipment Refrigerants (for Ozone Depleting Potential)

All return Asbestos Manifest (signed by receiving landfill)

1.1. WASTE DISPOSAL:

1.1.1. SOLID WASTE DISPOSAL.

1.1.1.1. Compliance With Regulations All waste materials generated by any work under this contract performed on a Government installation shall be handled, transported, stored, recycled, and disposed of by the Contractor and by his/her subcontractors at any time in accordance with these specifications, all applicable Federal, state, or local laws, ordinances, regulations, court or-ders, or other types of rules or rulings having the same effect of law. These include but are not limited to the Resource Conservation and Recovery Act (RCRA) (40 CFR 260-270); Federal Wa-ter Pollution Control Act, as amended (33 USC Sec 1251 ET SEQ); The Clean Air Act, as amended (42 USC Sec 1857 ET SEQ); The Endangered Species Act, as amended (16 USC Sec 1531, ET SEQ); The Toxic Substances Control Act, as amended (15 USC Sec 2601, ET SEQ); The Solid

Section 01 12 00 Page 2

Waste Disposal Act, as amended (42 USC 6901 ET SEQ); the Archaeological and Historic Preser-vation Act, as amended (16 USC Sec 469, ET SEQ), and the Virginia Solid Waste Management Regulations (9VAC20-81).

The Contractor shall collect all solid wastes generated during the performance of the contract in a container/area provided by the Contractor and approved by the Contracting Officer. The Contrac-tor shall provide appropriate containers for the collection and segregation of solid wastes, recycla-bles and C&D debris generated directly and indirectly by work under this Contract. The Contrac-tor is prohibited from using base dumpsters or other government owned/leased waste receptacles for the disposal of any solid wastes. All solid wastes shall be reclaimed, recycled or disposed of prior to completion of work on LAFB.

As proof of proper disposition of solid wastes, the Contractor shall provide legible weight receipts for solid waste disposed and materials recycled bearing the name, address, and phone number of the receiving facilities for every load of materials delivered. The weight ticket shall detail the type of material, weight of the material in pounds or tons, the date of the transaction, and a signature from a representative of the receiving facility. Receipts shall be submitted to the Contracting Of-ficer within ten calendar days after the transaction.

Under no circumstances will any solid waste or hazardous materials be left at LAFB at the end of the project. Before the project is turned over to the government, the Contractor will remove all solid wastes and hazardous materials from the installation. Those items include but are not limited to dirt piles, concrete piles, asphalt piles and rubbish piles. No materials will be left for the future use of the government UNLESS instructed to do so in writing by the government. This is to include the before mentioned items and also regular or touch-up paint, plaster, solvents, etc. If it is determined that the Contractor left materials behind, services may be terminated and/or a penalty payment to include the cost of disposal of the material by the government may be withheld from the project payment.

NOTE: Hazardous materials are different from hazardous wastes so be careful not to confuse the two. Hazardous Wastes will not be removed from the installation without the 633 CES Hazardous Waste Managers signing the Hazardous Waste Manifest. The LAFB Hazardous Waste Managers can be contacted at 757-764-1133 if needed.

1.1.1.2. CONSTRUCTION/DEMOLITION DEBRIS DIVERSION:

As good stewards of the environment, the government is committed to diverting its waste away from landfills to the greatest extent possible. Federal requirements require diversion of at least 50% of non-hazardous construction and demolition waste from disposal in landfills where markets or on-site recycling opportunities exist. This can be done through recycling, reusing (when di-rected by the government), manufacturer take-back programs and donating construction and dem-olition debris materials. The Contractor shall recycle all construction/demolition debris to the maximum extent possible. The Contractor shall make every effort to recycle materials such as but not limited to concrete (including concrete with rebar), brick, asphalt, all metals, wood, roofing materials, wallboard, ceiling tiles, etc. Specific areas on the site shall be designated for collection of recyclable and reusable materials. With prior coordination through the CO and 633 CES/CEIE, the Contractor may take scrap metals to the Langley AFB scrap metal yard for recycling. The following are some suggested local sites for recycling construction and demolition debris:

Section 01 12 00 Page 3

Local Sources of Recycling

Company Address City Phone Acceptable Items

Tidewater Fibre 5602 Chestnut Ave

Newport News

247-paper, cardboard, plas-tics, aluminum, glass, tin cans

Old Dominion Re-cycling

1618 W. Pem-broke Ave. Hampton 723-

Aluminum, copper, steel, iron, metals, paper, tires

S.B. Cox, Inc. 217 Cox Drive Yorktown 969-

All C & D, i.e. concrete, concrete w/rebar, wood, brick, block, steel, all metals, sheetrock, as-phalt, cardboard, paper, plastics

Butler Paper 324 Newport St Suffolk 539-

Industrial & Commercial Paper Recycling

Dubin Metals 2409 Bowdens Ferry Rd Norfolk 622-

Scrap Metals, Copper, Brass, Batteries, Radia-tors, Aluminum

Gutterman Iron & Metal

1206 E. Bram-bleton Ave. Norfolk 627-

Scrap Brass, Copper & Aluminum

Sims Metal 2116 George Washington Me-morial Hwy

Tabb 599-

Steel, aluminum, brass, copper, stainless steel, radiators

Waterway Marine Terminal

1401 Precon Drive Chesapeake 333-all C & D materials i.e.

concrete, concrete w/re-bar, lumber, asphalt

Waterway Materi-als Corp

1401 Precon Drive Chesapeake 545-

Concrete, concrete w/re-bar, brick, block, asphalt

K.F. Wilson 2972 N.

Armistead Ave Hampton 865-all C & D materials i.e.

concrete, concrete w/re-bar, lumber, asphalt

CrushCon Aggre-gates

100 North Park Lane Hampton 723-

Concrete, concrete w/re-bar

1.1.1.2.1 CONSTRUCTION WASTE MANAGEMENT PLAN

Develop and implement a waste management program. Take a pro-active, responsible role in the management of construction and demolition waste and require all subcontractors, vendors, and suppliers to participate in the effort. The Environmental Manager, as specified in Section 01 57 23 Temporary Environmental Controls, is responsible for instructing workers and overseeing and documenting results of the Waste Management Plan for the project. Construction and demolition waste includes products of demolition or removal, excess or unusable construction materials, packaging materials for construction products, and other materials generated during the construc-tion process but not incorporated into the work. In the management of waste, consider the availa-bility of viable markets, the condition of the material, the ability to provide the material in suita-ble condition and in a quantity acceptable to available markets, and time constraints imposed by

Section 01 12 00 Page 4 internal project completion mandates. Implement any special programs involving rebates or simi-lar incentives related to recycling of waste. Revenues or other savings obtained for salvage, or recycling accrue to the Contractor. Appropriately permit firms and facilities used for recycling, reuse, and disposal for the intended use to the extent required by federal, state, and local regula-tions. Also, provide on-site instruction of appropriate separation, handling, recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project.

The Construction Waste Management Plan shall be submitted to the Contracting Officer within 30 days of notice to proceed and shall demonstrate how to meet the project waste diversion goals. Also, include the following in the plan:

a. Name of individuals on the Contractor's staff responsible for waste prevention and management.

b. Actions that will be taken to reduce solid waste generation, including coordination with subcontractors to ensure awareness and participation.

c. Description of the regular meetings to be held to address waste management.

d. Description of the specific approaches to be used in recycling/reuse of the various ma-terials generated, including the areas on site and equipment to be used for processing, sorting, and temporary storage of wastes.

e. Characterization, including estimated types and quantities, of the waste to be gener-ated.

f. Name of landfill and/or incinerator to be used and the estimated costs for use, assuming that there would be no salvage or recycling on the project.

g. Identification of local and regional reuse programs, including non-profit organizations such as schools, local housing agencies, and organizations that accept used materials such as materials exchange networks. Include the name, location, and phone number for each reuse facility to be used, and provide a copy of the permit or license for each facility.

h. List of specific waste materials that will be salvaged for resale, salvaged and reused on the current project, salvaged and stored for reuse on a future project, or recycled. Identify the recycling facilities by name, location, and phone number, including a copy of the per-mit or license for each facility.

i. Identification of materials that cannot be recycled/reused with an explanation or justifi-cation, to be approved by the Contracting Officer.

j. Description of the means by which any waste materials identified in item (h) above will be protected from contamination.

k. Description of the means of transportation of the recyclable materials (whether materi-als will be site-separated and self-hauled to designated centers, or whether mixed materi-als will be collected by a waste hauler and removed from the site).

l. Anticipated net cost savings determined by subtracting Contractor program manage-ment costs and the cost of disposal from the revenue generated by sale of the materials and the incineration and/or landfill cost avoidance.

Revise and resubmit Plan as required by the Contracting Officer. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations or meeting project cumulative waste diversion requirement. Distribute copies of the

Section 01 12 00 Page 5

Waste Management Plan to each subcontractor, the Quality Control Manager, and the Contract-ing Officer.

1.1.1.2.2 COLLECTION

Separate, store, protect, and handle at the site identified recyclable and salvageable waste prod-ucts in a manner that maximizes recyclability and salvagability of identified materials. Provide the necessary containers, bins and storage areas to facilitate effective waste management and clearly and appropriately identify them. Provide materials for barriers and enclosures around re-cyclable material storage areas which are nonhazardous and recyclable or reusable. Locate out of the way of construction traffic. Provide adequate space for pick-up and delivery and conven-ience to subcontractors. Recycling and waste bin areas are to be kept neat and clean, and handle recyclable materials to prevent contamination of materials from incompatible products and mate-rials. Clean contaminated materials prior to placing in collection containers. Use cleaning materi-als that are nonhazardous and biodegradable. Handle hazardous waste and hazardous materials in accordance with applicable regulations and coordinate with other portions of this Section.

Waste materials may be collected by source separation or by co-mingling methods. Other pro-posed methods may be used when approved by the Contracting Officer. Control accumulation of waste materials and trash. Recycle or dispose of collected materials off-site at intervals approved by the Contracting Officer and in compliance with waste management procedures.

1.1.1.2.3 RECYCLING AND DISPOSAL REPORTING: The Contractor shall report on a quarterly basis the tonnage of the items recycled and the amounts disposed of by landfill and amounts disposed of by regular or waste-to-energy incineration to the Project Manager, the Con-tracting Officer, and 633 CES Environmental Element (633 CES/CEIE) by the 5th day of each quarter (Jan, Apr, Jul, Oct) during the period of performance. This report will be for the previous quarter. The report shall list the title of the project, the project number, the Contractor’s company name and point-of-contact, phone number, the type items (i.e. concrete, concrete with rebar, as-phalt, brick, scrap metals, wood, wallboard, etc.) and the tonnage of those items recycled. For all items that could not be recycled, the Contractor will provide a brief reason as to why the items could not be recycled.

For items disposed of, one total tonnage can be given for items landfilled and one total tonnage for items incinerated (specify waste incinerator or waste-to-energy incinerator) instead of reporting disposal figures for the various items. For items that cannot be accurately measured, estimates will be sufficient. Use the form at Attachment 1 (Construction/Demolition Debris Recycling and Reporting) to report this information to the Contracting Officer, Project Manager, and to 633

CES/CEIE.

To send it to 633 CES/CEIE, email it to 633cescea@us.af.mil or mail it to:

633 CES/CEIE

Attn: Pollution Prevention Mgr.

Bldg 328, Room 253 37 Sweeney Boulevard Langley AFB VA 23665 mailto:633cescea@us.af.mil

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1.1.1.3. Contain Loose Debris. Loose debris on trucks leaving the site shall be loaded in a man-ner that shall prevent dropping/releasing of materials on streets and conform to local ordi-nances/laws. Fasten a suitable cover, such as a tarpaulin, over the load before entering surrounding streets.

1.1.1.4. Trip Tickets. Contractor shall submit all trip tickets from the landfill facility, incinerators and recycling companies to show all debris is being landfilled, incinerated or recycled in accord-ance with all Federal requirements and in an approved location. These trip tickets will be submit-ted to the Contracting Officer who will in turn give them to the Project Manager.

1.1.2. SOIL AND PETROLEUM CONTAMINATED WASTE:

1.1.2.1. Contaminated Absorbents. All petroleum spills/releases must be cleaned up using ab-sorbent materials. Spills caused by the Contractor will be the Contractor’s responsibility to con-tainerize and dispose of the contaminated absorbent material. Spills caused by the government will be the responsibility of the government. Contact the base Hazardous Waste Contractor at 225- 5808 or 225-5809 to arrange for pick-up.

1.1.2.2. Soil. ALL soil must be tested to determine if it contains any contaminates prior to relo-cating it on base or disposing of it off-base. Testing and disposal of soil shall follow Virginia Solid Waste Management Regulations 9VAC20-81-660 (soil contaminated with petroleum products).

Testing shall include items specified in the solid waste regulations to include but not limited to:

RCRA hazardous waste characteristics (i.e., corrosivity, ignitability, reactivity, and toxicity); total metals; volatile organic compounds; semi-volatile compounds; total petroleum hydrocarbons (TPH), pesticides/herbicides; polychlorinated bi-phenyls (PCBs); presence of liquids (paint filter);

Benzene, Toluene, Ethyl Benzene, and Xylene (BTEX); Toxicity Characteristic Leaching Proce-dure (TCLP); and total organic halides (TOX). If test results determine “other than clean”, the material will have to be transported to an appropriate landfill or processing center based on the contaminants identified. Contaminated soils, in sludge or slurry form, shall be containerized and managed as either hazardous waste or non-regulated waste, depending on what contaminate was spilled. The containerized contaminated soil shall be the responsibility of the Contractor to dispose of such. CEIE must review the sample results and sign all hazardous/nonhazardous waste mani-fests prior to disposal. Contact 633 CES/CEIE Hazardous Waste Program Managers for additional information.

One composite sample (combined number of samples collected into a single sample) is required every 250 cubic yards of soil to be disposed.

NOTE: UNDER NO CIRCUMSTANCES will soil, clean or contaminated, from Langley AFB be delivered to or donated to off-base sources (other than an appropriate landfill or processing center based on the contaminants identified) for use.

1.1.2.3 Soil Brought onto Base from Off-base Sources: ALL soil brought onto the installation for use will meet the terms of “Environmentally clean” soil. See guidelines established in section

1.10 of this document.

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1.1.3. UNIVERSAL WASTE:

1.1.3.1. Fluorescent Lamps. The Contractor shall use environmentally-friendly green tip fluo-rescent lamps during lamp replacement. Upon removal of old Sylvania lamps and high intensity bulbs, the Contractor will box the lamps and manage them as universal waste. Other lamps (i.e.

GE and Phillips) may be disposed directly in to regular trash. Contact the base hazardous waste Contractor at 225-5808 or 225-5809 to arrange for pick-up, except in cases where lamp replace-ment is part of the contract. Lamps will be properly disposed of by the Contractor with waste manifest being signed by 633 CES/CEIE Hazardous Waste Program Managers.

NOTE: UNDER NO CIRCUMSTANCES will lamps be crushed on Langley AFB.

1.1.4. HAZARDOUS WASTE.

1.1.4.1. SITE MANAGEMENT. All material containers must be closed when not in use. Ma-terials are to be covered as protection from weather. Each container is to be properly labeled. Do not store hazardous materials near storm drains. Upon completion of this project, the Contractor shall remove all hazardous materials and hazardous waste (for associated manifest requirements see paragraph 1.1.4.3.)

1.1.4.2. Waste Characterization Samples for Floor Renovation: Waste characterization sam-ples must be collected to determine if its meets the RCRA definition of a hazardous waste. It is the responsibility of the contractor to take and provide the sample analysis to 633 CES/CEIE.

Waste debris from floor stripping or floor blasting performed on Langley AFB must be sampled for TCLP Metals for solid debris and must add corrosivity test for liquid stripping. Additionally, it is the contractor’s responsibility to dispose of the waste generated on this project. See manifest requirement in 1.1.4.3

1.1.4.3. MANIFESTS. 633 CES/CEIE will review all lab analysis or MSDS of wastes prior to signing manifests. All hazardous waste manifests must be signed by appointed 633 CES/CEIE personnel prior to removal of such waste from the base. The generator copy of the manifest must be returned to 633 CES/CEIE, 37 Sweeney Boulevard, LAFB VA 23665.

1.2. FUEL, SEWAGE AND OTHER SPILLS: In the event of a fuel, sewage, and other toxic spillage during the performance of this contract, the Contractor shall be responsible for its con-tainment, clean up, and related disposal costs and will notify 633 CES/CEIE immediately. The operator shall have sufficient spill response supplies readily available on the pumping vehicle and/or at the site to contain any spillage. In the event of a Contractor-related release, the Contractor shall immediately notify the Installation Management Office and the Contracting Officer and take appropriate actions to correct its cause and prevent future occurrences. If the federal, state, or local authorities assess any monetary fine, penalty, or assessment related to the release of any substance by the Contractor, his/her employees, or agents during the performance of this contract, the Con-tractor shall be solely liable for its payment, authorizes the United States Air Force to withhold such from payment and otherwise indemnify and hold the United States Air Force harmless.

Section 01 12 00 Page 8

1.3 ASBESTOS OR LEAD BASED PAINT

1.3.1. ASBESTOS PRESENCE: Tests have indicated the presence of asbestos in the areas af-fected by this work. If asbestos not previously known to exist is exposed, the Contractor shall cease work in the affected area and notify the Contracting Officer.

1.3.1.1. ABATEMENT PLAN: Abatement plans are to include but not limited to the description of how abatement is to be accomplished, required notifications, required licensing, employee safety requirements, and air sampling. Abatement Plan shall be submitted to 633 CES/CEIE and USACE Resident Office for review. See section 02 82 14.00 10 for further information.

1.3.1.2. ASBESTOS ABATEMENT OR REMOVAL NOTIFICATION: Contractor is respon-sible for disposal of Asbestos debris. Contractor is subject to OSHA, EPA and Commonwealth of Virginia compliance and inspection for asbestos removal. Contractor must perform asbestos abate-ment in accordance with these specifications and EPA National Emissions Standards for Hazard-ous Air Pollutants (NESHAPs) for asbestos and any subsequent updates thereto. This includes state and EPA Region 3 notifications that shall be accomplished at least 20 days prior to starting any asbestos abatement or removal. A copy of the notification shall be submitted to the Contract-ing Officer and to 633 CES/CEIE.

1.3.1.3. ASBESTOS MANIFESTS: All asbestos waste manifests shall be signed by 633 CES/CEIE (37 Sweeney Boulevard) prior to removal of asbestos waste from the base. A copy of the completed manifest (signed by the receiving landfill) shall be submitted to 633 CES/CEIE.

1.3.2. CADMIUM, CHROMIUM OR LEAD BASED PAINT PRESENCE: Tests have indi-cated the presence of cadmium, chromium or lead based paint in the areas affected by this work.

If cadmium, chromium or lead based paint not previously known to exist is exposed, the Contractor shall cease work in the affected area and notify the Contracting Officer.

1.3.2.1. ABATEMENT PLAN: Abatement plans are to include but not limited to the descrip-tion of how abatement is to be accomplished, required licensing, employee safety requirements, and air sampling. Abatement Plan shall be submitted to 633 CES/CEIE and USACE Resident Office for review. See section 02 83 13.00 20 Lead in Construction for further information.

1.3.2.2. LEAD BASED PAINT DISPOSAL. Disposal of lead debris containers is the responsi-bility of the Contractor. Lead contaminated debris must be sampled to determine the concentration level of lead. The analysis will determine waste management procedures. 633 CES/CEIE will inform the Contractor on management procedures. If wastes are determined to be hazardous by regulatory criteria, the containers cannot leave the installation until a completed manifest is re-viewed and signed by 633 CES/CEIE. The Contractor must contact Chugach at 225-5808/09 to store full drums of lead contaminated waste at the <90 day site located at 510 Poplar Road. The drums must be in good condition, labeled properly and closed. The Contractor has less than 90 days of storage on base before the containers must leave the installation.

Section 01 12 00 Page 9

1.4. AIR QUALITY

1.4.1. VOLATILE ORGANIC COMPOUNDS: All coatings and solvents used in the perfor-mance of this contract shall meet the required performance specifications and shall not exceed the volatile organic compound limits of the Air Pollution Control Districts where they are used.

1.4.2. DUST: Mitigation of fugitive dust emissions shall be accomplished in accordance with 9 VAC5-40-90, Standards for Fugitive Dust/Emissions.

1.4.5. OZONE DEPLETING SUBSTANCES (ODS)

Contracts may not include any specification, standard, drawing or other document that requires the use of a Class I ODS in the design, manufacture, test, operation or maintenance of any system, subsystem, item, component or process. Contracts may not require the delivery of any items of supply that contains a Class I ODS or any service that includes the use of a Class I ODS.

Eliminate the use of ozone depleting substances during and after construction where alternative environmentally preferable products are available. Meet the requirements of ASHRAE 189.1 Section 9.3.3 Refrigerants for no CFC-based refrigerants in heating ventilation, air conditioning and refrigeration systems (except for fire suppression system requirements). Provide the follow-ing documentation:

a. MSDS sheets for all refrigerants provided

b. Products that meet the criteria of U.S. EPA Significant New Alternatives Policy, availa-ble at http://www.epa.gov/ozone/snap/index.html.

1.5. STORAGE TANKS:

1.5.1. STORAGE TANK REGISTRATION NOTIFICATION: Notify 633 CES/CEIE 30 days prior to the tank being put into service to meet regulatory documentation requirements.

1.5.3. ABOVEGROUND STORAGE (AST) TANKS: Any above ground storage tanks (ASTs) allowed on site shall have secondary containment, venting and spill/overfill protection.

Anti-siphon valves are required. The Contractor shall visually inspect such tanks daily for leaks.

All ASTs shall be installed or erected in accordance with VR 680-14-13, NFPA 30, and 40 CFR 112.7.

1.5.3.1. NOTIFICATION: If Aboveground Storage Tank (AST) is removed or re-located, the Project Manager is required to notify the 633 CES/CEIE prior to the action so regulatory docu-mentation can be initiated and submitted.

1.6. WATER QUALITY:

1.6.1. EROSION AND SEDIMENT CONTROL: All construction operations shall comply with the requirements of the Virginia Erosion and Sediment Control Act. An Erosion and Sedi-ment Control (E&SC) Plan shall be prepared for all projects disturbing >10,000 sq. ft. The E&SC Plan must be approved by the Virginia Department of Environmental Quality (VDEQ) Regional Office prior to initiating groundbreaking activities.