JFK-Addendum 1-Specifications.pdf

BUILDING ADDITION AND RENOVATION

JOHN F. KENNEDY PRESIDENTIAL LIBRARY AND MUSEUM

Construction Documents June 24, 2009 (rev. 7.10.09)

TABLE OF CONTENTS TC - 1

TABLE OF CONTENTS - PROJECT MANUAL

VOLUME 1 0F 2

DIVISION 1 - GENERAL REQUIREMENTS

01100 SUMMARY

01230 OPTIONS

01310 PROJECT MANAGEMENT AND COORDINATION

01320 CONSTRUCTION PROGRESS DOCUMENTATION

-------- ATTACHMENTS: SCHEDULE OF SUBMITTALS

01330 SUBMITTALS

-------- ATTACHMENTS: SUBMITTAL COVER SHEET

01400 QUALITY REQUIREMENTS

01420 REFERENCES

01500 TEMPORARY FACILITIES AND CONTROLS

01600 PRODUCT REQUIREMENTS

01700 EXECUTION REQUIREMENTS

-------- ATTACHMENT: REQUEST FOR INFORMATION (RFI) FORM

01731 CUTTING AND PATCHING

01732 SELECTIVE DEMOLITION

01770 CLOSEOUT PROCEDURES

01810 GENERAL COMMISSIONING REQUIREMENTS

DIVISION 2 - SITE CONSTRUCTION

02010 HEALTH AND SAFETY

02080 PRECHARACTERIZATION PROGRAM

02090 UTILITY MATERIALS

02200 SITE PREPARATION

02220 EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN

02233 TREE AND PLANT PROTECTION

02300 EARTHWORK

02310 DRILLED-IN PILES

02370 SEDIMENTATION AND EROSION CONTROL

02380 FOUNDATION PILES

02510 WATER SYSTEMS

02620 SUBDRAINAGE

02630 STORM DRAINS

02700 PAVING, WALKWAYS, CURBING AND EDGING

02800 SITE IMPROVEMENTS

02890 TRAFFIC SIGNS

02901 PLANTING SOILS

02945 LAWNS

02950 PLANTING

DIVISION 3 - CONCRETE

Construction Documents June 24, 2009 (rev. 7.10.09)

TABLE OF CONTENTS TC - 2

03100 CONCRETE FORMS AND ACCESSORIES

03200 CONCRETE REINFORCEMENT

03300 CAST-IN-PLACE CONCRETE

03450 ARCHITECTURAL PRECAST CONCRETE

DIVISION 4 - MASONRY

04100 MORTAR AND GROUT

04810 UNIT MASONRY ASSEMBLIES

04903 CONCRETE CLEANING

DIVISION 5 - METALS

05120 STRUCTURAL STEEL

05300 METAL DECKING

05400 COLD-FORMED METAL FRAMING

05500 METAL FABRICATIONS

05730 ORNAMENTAL FORMED METAL

05811 ARCHITECTURAL JOINT SYSTEMS

DIVISION 6 - WOOD AND PLASTICS

06105 MISCELLANEOUS CAPENTRY

06402 INTERIOR ARCHITECTURAL WOODWORK

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

07115 BITUMINOUS DAMPPROOFING

07133 THERMOPLASTIC SHEET WATERPROOFING

07210 BUILDING INSULATION

07260 VAPOR RETARDERS

07271 SELF-ADHERING SHEET AIR BARRIERS

07280 GAS VAPOR BARRIERS

07415 COMPOSITE WALL PANELS

07542 POLYVINYL-CHLORIDE (PVC)_ROOFING

07620 SHEET METAL FLASHING AND TRIM

07720 ROOF ACCESSORIES

07811 SPRAYED FIRE-RESISTIVE MATERIALS

07841 THROUGH-PENETRATION FIRESTOP SYSTEMS

07842 FIRESTOP JOINT SYSTEMS

07920 JOINT SEALANTS

DIVISION 8 - DOORS AND WINDOWS

08110 STEEL DOORS AND FRAMES

08115 FIRE-RATED GLAZING AND FRAMING SYSTEMS

08116 INTEGRATED METAL DOOR OPENING SYSTEMS

08211 FLUSH WOOD DOORS

Construction Documents June 24, 2009 (rev. 7.10.09)

TABLE OF CONTENTS TC - 3

08311 ACCESS DOORS AND FRAMES

08331 OVERHEAD COILING DOORS

08335 SIDE-FOLDING GRILLES

08451 ALL-GLASS ENTRANCES

08470 REVOLVING ENTRANCE DOORS

08480 STAINLESS STEEL BALANCED DOORS

08582 SECURITY WINDOWS

08620 UNIT SKYLIGHTS

08710 DOOR HARDWARE

08800 GLAZING

08911 GLAZED ALUMINUM CURTAIN WALLS

DIVISION 9 - FINISHES

09260 GYPSUM BOARD ASSEMBLIES

09265 GYPSUM BOARD SHAFT-WALL ASSEMBLIES

09310 CERAMIC TILE

09511 ACOUSTICAL PANEL CEILINGS

09514 ACOUSTICAL METAL PAN CEILINGS

09638 STONE FLOORING

09650 RESILIENT FLOORING AND ACCESSORIES

09671 RESINOUS FLOORING

09681 CARPET TILE

09771 FABRIC-WRAPPED PANELS

09910 PAINTING

DIVISION 10 - SPECIALTIES

10101 VISUAL DISPLAY SURFACES

10155 TOILET COMPARTMENTS

10200 LOUVERS AND VENTS

10265 IMPACT-RESISTANT WALL PROTECTION

10431 SIGNAGE

10505 METAL LOCKERS

10506 WOOD LOCKERS

10520 FIRE-PROTECTION SPECIALTIES

10671 METAL STORAGE SHELVING

10680 MOBILE STORAGE UNITS

10801 TOILET AND BATH ACCESSORIES

APPENDIX

Report on Supplemental Subsurface Investigations and Foundation Recommendations (Feb.

2006) Result of Test Pit Explorations and Preliminary Materials Management (Oct. 2008)

Construction Documents June 24, 2009 (rev. 7.10.09)

TABLE OF CONTENTS TC - 4

VOLUME 2 OF 2

DIVISION 11 - EQUIPMENT

11132 PROJECTION SCREENS

11160 LOADING DOCK EQUIPMENT

11400 FOOD SERVICE EQUIPMENT

11610 LABORATORY FUME HOODS

DIVISION 12 - FURNISHINGS

12360 LABORATORY CASEWORK

12484 FLOOR MATS AND FRAMES

12494 ROLLER SHADES

12562 CLASSROOM FURNITURE

DIVISION 13 - SPECIAL CONSTRUCTION

13060 EXISTING COLD STORAGE ROOMS MECHANICAL REPLACEMENT

13320 FIRE PROTECTION WATER STORAGE TANK LEVEL AND TEMPERATURE

CONTROLS

13915 AUTOMATIC SPRINKLER AND STANDPIPE SYSTEMS

13921 ELECTRIC-DRIVE, HORIZONTAL FIRE PUMPS

DIVISION 14 - CONVEYING SYSTEMS

14240 HYDRAULIC ELEVATORS

DIVISION 15 - MECHANICAL

15010 GENERAL MECHANICAL REQUIREMENTS

15050 BASIC MECHANICAL MATERIALS AND METHODS

15055 ELECTRICAL REQUIREMENTS FOR HVAC WORK

15060 HANGERS AND SUPPORTS

15071 HVAC VIBRATION CONTROLS AND SEISMIC RESTRAINTS

15075 MECHANICAL IDENTIFICATION

15083 HVAC INSULATION

15090 SUBSURFACE GAS MANAGEMENT SYSTEM

15110 VALVES

15122 METERS AND GAGES

15181 HYDRONIC PIPING

15192 FUEL OIL PIPING AND DIESEL EXHAUST

15400 BASIC PLUMBING MATERIALS AND METHODS

15410 PLUMBING IDENTIFICATION

15415 WATER COOLERS

Construction Documents June 24, 2009 (rev. 7.10.09)

TABLE OF CONTENTS TC - 5

15420 PLUMBING HANGERS AND SUPPORTS

15430 PLUMBING SPECIALTIES

15435 PLUMBING VALVES

15440 PLUMBING FIXTURES

15445 SEWAGE EJECTORS

15450 SANITARY WASTE, STORM AND VENT PIPING

15455 DOMESTIC WATER PIPING

15488 NATURAL GAS SYSTEMS

15490 PLUMBING PIPE INSULATION

15495 REVERSE OSMOSIS PURIFIED WATER SYSTEM

15513 CONDENSING BOILERS

15725 MODULAR INDOOR AIR-HANDLING UNITS

15726 DESICCANT DEHUMIDIFICATION UNITS

15727 REFRIGERATION DEHUMIDIFICATION UNITS

15728 CUSTOM AIR HANDLING UNITS (OPTION NO.3)

15752 HUMIDIFIERS

15761 AIR COILS

15763 FAN-COIL UNITS

15766 UNIT HEATERS AND CABINET UNIT HEATERS

15815 METAL DUCTS

15820 DUCT ACCESSORIES

15830 FANS

15845 AIR TERMINAL UNITS

15855 DIFFUSERS, REGISTERS AND GRILLES

15861 AIR FILTERS

15975 HVAC INSTRUMENTATION AND CONTROLS

15990 TESTING, ADJUSTING AND BALANCING

15999 MECHANICAL COMMISSIONING REQUIREMENTS

DIVISION 16 - ELECTRICAL

16050 BASIC ELECTRICAL MATERIALS AND METHODS

16060 GROUNDING AND BONDING

16080 ELECTRICAL TESTING

16120 ELECTRICAL CONDUCTORS AND CABLES

16128 MINERAL INSULATED CABLE

16130 RACEWAYS AND BOXES

16140 WIRING DEVICES

16145 LIGHTING CONTROLS

16410 ENCLOSED DISCONNECTING DEVICES

16415 TRANSFER SWITCHES

16461 DRY-TYPE TRANSFORMERS (1000V AND LESS)

16470 PANELBOARDS

16510 LIGHTING

16620 EMERGENCY GENERATOR

16670 LIGHTNING PROTECTION SYSTEM

16721 FIRE ALARM SYSTEM

16749 ACCESS CONTROL MANAGEMENT SYSTEM (ACMS)/INTERCOM SYSTEM (ICS)

Construction Documents June 24, 2009 (rev. 7.10.09)

TABLE OF CONTENTS TC - 6

16750 CLOSED CIRCUIT TELEVISION (CCTV) SYSTEM

DIVISION 17 - COMMUNICATIONS

17000 TELECOMMUNICATIONS CABLING

17200 AUDIO VISUAL SYSTEMS

END OF TABLE OF CONTENTS

Construction Documents June 24, 2009 (Revised: 17 July 2009)

HEALTH AND SAFETY 02010 - 1

SECTION 02010

HEALTH AND SAFETY

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. All of the Contract Documents, including General and Supplementary Conditions and DIVISION I - GENERAL REQUIREMENTS, apply to the work of this Section.

B. Examine all Drawings and all other Sections of the Specifications for requirements therein affecting the work of this Section.

C. Coordinate work with that of all other trades affecting or affected by work of this Section. Cooperate with such trades to assure the steady progress of all work under the Contract.

D. The General Contractor shall at all times be responsible for exercising reasonable precaution for the health and safety of his employees and all others engaged in the execution and control of the work required in this contract. The General Contractor shall comply with all applicable provisions of federal, state, and local health and safety and occupational health and safety statutes and codes. The General Contractor shall also comply with any additional safety precautions required by the Owner or Owner’s Representative.

E. Opinions of Owner or Owner’s Representative regarding expected site conditions do not relieve the General Contractor of his responsibility to protect the health and safety of his employees. The General Contractor shall be responsible to protect the health and safety of his employees under all site conditions encountered.

F. No separate payment will be made to the General Contractor for complying with these health and safety requirements.

G. The General Contractor shall be responsible to determine which subcontractor trades shall be required to provide workers with appropriate health and safety training per Occupational Safety & Health Administration (OSHA) 29 CFR 1926 Safety and Health Regulations for Construction. At a minimum, all employees involved in all work activities associated with the proposed building construction, performing earthwork, excavated materials management, below-grade utility installations, and pile driving shall have completed comprehensive safety and health training.

1.2 DESCRIPTION OF WORK

A. The Contractor shall prepare and implement one global, all encompassing, site-specific Health and Safety Plan (H&SP) to protect the health and safety of all workers (including subcontractors) engaged in activities where exposure to

HEALTH AND SAFETY 02010 - 2

contaminated soil or groundwater, or landfill gas is possible as determined by a Qualified Health Professional (QHP) retained by the Contractor. One H&SP shall be prepared by the Construction Manager / General Contractor for the project that contains minimum criteria that will be applicable to all subcontractors, workers, etc. Individual H&SP’s by subcontractors are not sufficient.

B. The Contractor shall implement health and safety procedures designed to protect health, safety, public welfare and the environment during the performance of all Work. Such procedures shall include, without limitation, the following:

1. Measures to protect sensitive human populations from exposure to oil or hazardous material;

2. The institution of air monitoring activities, as necessary, to protect the public from exposure to gases, vapors, and air-borne particulates;

3. Procedures to protect worker and public health and safety from exposure to oil or hazardous materials that may originate from or be present at the project site;

4. Measures that may be necessary to contain oil and/or hazardous material during the performance of the Work, including:

a. measures to control fugitive dust, odors, and gases (including landfill gases) and other environmental media to protect worker and public health and safety;

b. measures to decontaminate vehicles, equipment and personnel to prevent the spread of potentially contaminated soil and water from the Work area;

c. measures to secure on-site work areas, excavations, and temporary stockpiles of contaminated materials and;

d. discontinuance of Work where and when necessary to protect public health and safety.

C. The H&SP must be completed for discussion at the health and safety coordination meeting scheduled by the Contractor and held at least three (3) days prior to commencement of work. The Contractor shall provide written notice of this meeting to all interested parties, including but not limited to the Owner, the Owner’s Environmental Consultant and representatives of each Trade Contractor.

D. The Contractor shall maintain a log indicating that each worker that may potentially be exposed to contaminated materials (debris and media) has been briefed of the site conditions and has reviewed the H&SP. This log shall be subject to inspection by Owner upon request. All subcontractors shall be subject to the same requirements and shall maintain a similar log book. If required, each

HEALTH AND SAFETY 02010 - 3

Trade Contractor shall prepare an independent H&SP for specific exposures of their employees. Specifics of Trade Contractor’s H&SPs shall be incorporated into the H&SP prepared by the General Contractor’s Qualified Health Professional.

E. Provide a health and safety coordination meeting prior to commencement of excavation work at the site, and at other times during the work, to inform all workers of the site conditions and proposed health and safety contingency actions. Each worker shall be fully briefed and provided with all relevant information relative to site conditions and potential exposures prior to the worker participating in site activities.

F. The scope and detail of the health and safety procedures shall be commensurate with the degree and nature of the risks posed to human (worker and public) and ecological populations by the Work as determined by a qualified health professional retained by the Contractor. Standardized health and safety plans may be appropriate for non-intrusive or routine activities conducted at the site.

G. The Contractor shall appoint an OSHA qualified Health & Safety

Supervisor/Coordinator who will be charged with overseeing site health and safety, instrument monitoring, personnel and equipment decontamination, control of equipment check-out and emergency response.

H. The Contractor shall at all times be solely responsible for exercising reasonable precaution to protect the health, safety, public welfare, all on-site personnel and the environment during performance of the Work described herein. The Contractor shall comply with all applicable provisions of federal, state, and local health and safety and occupational health and safety statutes and codes.

I. The Contractor is required to notify all workers of the history of the site and contaminants that may be present, and to be alert for evidence of contaminated soils, waste and groundwater. The Owner's Environmental Consultant should be notified of the presence of potentially hazardous conditions, if encountered.

J. Opinions of the Owner's Environmental Consultant or the Owner regarding expected site conditions do not relieve the Contractor of the responsibility to protect the health and safety of the Contractor's employees, all sub-contractor employees, the public welfare and the environment.

K. Maintain air quality with respect to dust, combustible gases and volatile organic compound vapors, within published permissible limits (i.e., 310 CMR 6.00 for dust, 5% of the Lower Explosive Limit for combustible gases, and OSHA: Part 29 CFR

1910.1000 for volatile organic compound vapors) at the perimeter of the work zone.

L. Related Work Specified Elsewhere: All other sections of the specifications.

1.3 AVAILABLE INFORMATION

HEALTH AND SAFETY 02010 - 4

A. Subsurface data are summarized in a memorandum entitled “Results of Test Pit Explorations and Preliminary Excavated Materials Management, Proposed Addition to John F. Kennedy Presidential Library and Museum, Boston, Massachusetts,” dated 10 October 2008, prepared by Haley & Aldrich, Inc., enclosed in Specification documents.

B. Samples of subsurface soil (landfill) gas were collected and analyzed for VOCs and fixed gas including methane and will be provided in the “BWP SW-036 Major Landfill Post-Closure Use Permit Application, John F. Kennedy Library Addition, Columbia Point, Boston, Massachusetts”, to be submitted to the Massachusetts Department of Environmental Protection, Northeast Regional Office. Copies of Table I “Field Gas Sampling Results, John F. Kennedy Library & Museum” and Table II “Soil Gas Quality Data” from the Landfill Post-Closure Use Permit Application are enclosed with this Specification.

1.4 DEFINITIONS AND REFERENCE STANDARDS

A. Owner: The term Owner shall refer to the National Archives and Records Administration (NARA)

B. Owner’s Representative and/or Owner’s Environmental Consultant: The term

Owner’s Representative and Owner’s Environmental Consultant shall refer to Haley & Aldrich, Inc.

C. Contractor: The term Contractor shall refer to the person or organization identified as being responsible for the work of this Section.

D. Qualified Health Professional (QHP): A Certified Industrial Hygienist having at least four (4) years of experience related to construction work in contaminated subsurface environments, including municipal solid waste landfills. The QHP shall also have certification as a safety professional qualified by training and experience to act in this capacity, and certification as having completed the 40-hr.

OSHA health and safety training course, with current 8-hr. refresher training and 8-hr. OSHA manager's training. The QHP shall assume the role of Site Health and Safety Officer as described below. The QHP shall prepare and certify the Health and Safety Plan for the conduct of the work.

E. Site Health and Safety Officer (SHSO): (may be the same as the QHP) A person retained by the Contractor to perform field testing for evaluation of environmental contaminants and compounds of concern in air, soil, and groundwater in accordance with the Contractor's H&SP and as directed by the QHP.

F. DEP: Massachusetts Department of Environmental Protection.

G. EPA: U.S. Environmental Protection Agency.

H. OSHA: Occupational Safety and Health Administration.

I. PID: Photoionization detector.

HEALTH AND SAFETY 02010 - 5

J. NIOSH/OSHA/USCG/EPA: "Occupational Safety and Health Guidance Manual for Hazardous Waste Site Activities," DHHS/NIOSH Pub. No. 85-115, October 1985.

K. OSHA: Part 29 CFR 19.10.134; 1910.10011046

L. EPA: Executive Orders 12223, 1440.2 and 1440.3

M. EPA: Executive Order 3100.1

N. ACED: "Health and Safety Guidelines for Hazardous Waste Site Investigations."

O. 29 CFR 1910: Safety and Health Regulations for General Industry, OSHA, as amended 10/86

P. 29 CFR 1926: Safety and Health Regulations for Construction, OSHA, as amended 1974.

Q. Protection Health and Safety at Hazardous Waste Sites: An Overview, USEPA, 9/85 EPA/625/9-85/006.

R. 454 CMR 10, Massachusetts Division of Labor and Industry.

S. 105 CMR 670.000 and 441 CMR 21.00 (Right to Know).

1.5 QUALITY CONTROL

A. Ambient Air Monitoring:

1. The Contractor shall monitor air quality in the "breathing zone" for compounds of concern (vapors, gases or particulates) during those activities where exposure to the general public and workers to contaminated soil, waste or groundwater, or other hazardous conditions are possible, using instruments as described in the Contractor's H&SP. The instruments shall be used in accordance with the procedures outlined in the Contractor's H&SP for their employees and subcontractor's employees.

2. Maintain air quality with respect to dust, combustible gases and volatile organic compound vapors, within published permissible limits (i.e., 310 CMR

6.00 for dust, 5% of the Lower Explosive Limit for combustible gases, and OSHA: Part 29 CFR 1910.1000 for volatile organic compound vapors) at the perimeter of the work zone. If maximum total VOC concentrations at the perimeter of the Work Zone, as measured by a PID approved by Owner’s Environmental Consultant, exceed 1 ppm for a sustained period greater than 10 minutes, the Contractor shall immediately implement controls to reduce total VOC concentrations. The Contractor shall submit in writing details of proposed procedures to mitigate environmental conditions that exceed the levels specified herein or otherwise referenced.

HEALTH AND SAFETY 02010 - 6

3. If necessary, the Owner's Environmental Consultant will monitor air quality according to the procedures outlined in the H&SP for the Owner’s Environmental Consultant's employees only. The information obtained using the instruments will be made available to the Contractor.

1.6 SUBMITTALS

A. Submit a H&SP prepared by a Qualified Health Professional (Certified Industrial Hygienist (CIH), and as further defined in this specification). A H&SP shall be submitted for review by the Owner's Environmental Consultant. The H&SP shall apply to all Work to be conducted at the entire site, taking into consideration all workers on site, the general public, and the environment. No work shall be performed until the Owner's Environmental Consultant has determined that the H&SP meets the requirements of the Contract. Review and acceptance of the plan does not relieve the Contractor of the responsibility to protect the health and safety of site occupants, the public and the environment. The H&SP shall apply to all work to be conducted at the site, including work by the General Contractor and all Sub-contractors. Training will not be provided by the Owner or the Owner's Environmental Consultant. The plan shall include, but not be limited to, the following information:

1. A list of the Contractor’s work tasks that may involve contact, excavation, and/or handling of contaminated soil or groundwater.

2. Compounds of concern and sign/symptoms of exposure.

3. Potential for worker exposure to the compounds of concern for each work task.

4. Requirements for OSHA training for each work task and a record or schedule for training of Contractor's and Sub-contractors’ workers in the use of personal protective equipment.

5. Work task specific levels of protection and a description of health and safety equipment including protective clothing, respiratory equipment and monitoring instruments.

6. Procedures for in-situ monitoring of particulates, hazardous gases, or vapors for each work task and action levels for donning personal protective equipment; description of monitoring instruments.

7. Procedures for containing oil and/or hazardous materials such as decontamination of heavy construction equipment and tools and dust control.

8. Emergency Response Plan.

HEALTH AND SAFETY 02010 - 7

9. The name and summary of qualifications of the full-time, Qualified Health Professional to be retained by the Contractor to perform ambient air monitoring (as described in Section 02210 of the Contract Documents) during construction as described herein.

B. The H&SP must be completed for discussion at the health and safety coordination meeting scheduled by the Contractor and held at least three (3) days prior to commencement of work, and subsequent meetings, relating to possible exposure to contamination at the site. The Contractor shall provide written notice of the initial meeting to all interested parties at least five (5) days before the meeting.

PART 2 - PRODUCTS

2.1 CLOTHING AND EQUIPMENT

A. All clothing and equipment must conform to the OSHA and EPA requirements as indicated in the Reference Standards (Section 1.5). Generally, protective clothing is considered disposable, but respiratory equipment is reusable. The items to be furnished by the Contractor under different levels of required protection for their own personnel and Sub-contractor's personnel include, but are not limited to, the following:

1. Level D Protection:

a. Coveralls (cotton) or Tyvek

b. Safety boots/shoes

c. Safety glasses

d. Hard hat with optional face shield

e. Air purifying respirator (readily available, MSA Ultratwin, or equal)

2. Level C Protection (If Required Per Contractor’s Site-Specific Health & Safety Plan):

a. Full face-piece air purifying respirator (MSA Ultratwin or equal)

b. Chemical protective overalls and long sleeved jacket or Coveralls (Saran coated Tyvek)

c. Gloves, inner (disposable surgical type); Gloves, outer (Neoprene, Nitrile, Viton or Butyl)

d. Boots, chemical protective, steel toe and shank (Neoprene or Nitrile)

e. Booties, chemical protective (disposable PVC)

f. Hard hat; face shield (optional)

HEALTH AND SAFETY 02010 - 8

3. Levels B and A represent increased levels of protection not anticipated to be required at the site and are described in the Reference Standards.

PART 3 - EXECUTION

3.1 HEALTH AND SAFETY PLANNING AND IMPLEMENTATION

A. Prepare and implement a plan which will ensure the health and safety of all workers engaged in work at the site at all times when exposure to contaminated soil, landfill waste, landfill gas, or groundwater is possible. Implement the plan throughout the execution of the work.

B. Should Level C protection be required during excavation of contaminated soils, the Contractor will be required to monitor the excavation using the equipment described in the Contractor's H&SP.

C. Should Level B protection be required, work shall be suspended until the Contractor’s Health & Safety officer and Owner’s Environmental Consultant are satisfied the Contractor is equipped to continue the work.

D. Contractor's workers who will be engaged in work at the site which might result in exposure to landfill gas, contaminated soil, or groundwater, shall attend the health and safety coordination meeting.

E. Provide adequate health and safety training for all personnel who may come in contact with or be exposed to contaminated materials during the execution of the work.

F. Personnel who have not received training and who are not equipped with the required protective clothing and equipment shall not be permitted access to the site by the Contractor during execution of work which may result in exposure to contaminated soil or groundwater. The Contractor shall maintain active management of the site perimeter to control health and safety at the site.

G. Provide personnel, including personnel for subcontractors that are 40-hr. OSHA trained with an 8-hr. OSHA refresher course completed within the previous calendar year. These personnel and their training shall be provided at no additional cost to the Owner. The Contractor shall provide, at the Owner’s request, certificates for each worker to demonstrate compliance with this requirement.

H. As necessary, provide personnel, including personnel for subcontractors, that are confined space entry trained to complete the Work specified herein and in other Sections. These personnel shall be current in all applicable and necessary refresher courses as well. These personnel and their training shall be provided at no additional cost to the Owner. The Contractor shall provide, at the Owner’s request, certificates for each worker to demonstrate compliance with this requirement.

HEALTH AND SAFETY 02010 - 9

3.2 ACCIDENT REPORTING REQUIREMENTS

A. The Contractor must comply with all accident and or incident reporting requirements, including the following:

1. Should any unforeseen safety-related factor, hazard, or condition become evident during the performance of the Work, the Contractor must immediately take prudent action to establish, maintain, and secure the site and working conditions. This shall be followed by immediate notice to the Owner.

2. If serious injury to a person or damage to property, environment, or natural resources results from an incident, the Contractor shall immediately report the incident to the Owner. The report shall be followed by a written document describing the incident, what hazards were created by it, and a detailed statement of what actions was taken to correct the problem. The Contractor will also include a description of why the actions taken were prudent.

3.3 DECONTAMINATION

A. Decontaminate all equipment and tools which have come in contact with contaminated soil and groundwater in accordance with the approved H&SP to prevent the spread of contamination inside and outside the site limits.

B. Provide on-site facilities for Contractor personnel to decontaminate their protective clothing or other equipment.

C. Properly store and dispose of contaminated personal protection equipment.

PART 4 - MEASUREMENT AND PAYMENT

4.1 MEASUREMENT

A. The work described in this Section including, but not limited to: up to Level D protection, preparation of the site-specific health and safety plan, and perimeter air monitoring, will not be measured, but will be included and paid for as part of the Base Contract Price.

B. Upgrades in personal protective equipment (PPE) will be measured per person per day. The cost shall include all labor, materials, and equipment to coordinate and conduct the work described in this Section.

HEALTH AND SAFETY 02010 - 10

4.2 PAYMENT

A. All work shall be conducted as part of the Base Work and paid for as part of the Base Contract Price. The item measured for upgrade to Level C PPE will be paid by Unit Pricing in the Bid Form and will result in a modification of the contract amount.

Item Description Unit

02010-1 Health and Safety Not Measured

02010-2 Level C PPE $______per person/per day

END OF SECTION

Attachments:

Table I “Field Gas Sampling Results, John F. Kennedy Library & Museum”

Table II “Soil Gas Quality Data”

G:\32090\Specs\100%_Final_Unit_Price\SECTION 02010 - H&S_rev.doc

TABLE I

FIELD GAS SAMPLING RESULTS

JOHN F. KENNEDY LIBRARY & MUSEUM

BOSTON, MASSACHUSETTS

FILE NO.: 32090-503

Date: 4-Feb-09 Weather: 20 F Pressure: 29.87 Hg Wind: From NE Ground conditions: Snow covered

Sample ID Unit

CH4 10

CO2 4.2

O2 9.6 Bal 76.1

LEL >100%

PID 0

Sample ID Unit

CH4 14.2

CO2 5.6

O2 0.6 Bal 79.7

LEL >100%

PID 0

Sample ID Unit

CH4 2.1

CO2 0.4

O2 20.3 Bal 77.3

LEL 40%

PID 0

Sample ID Unit

CH4 34.7

CO2 1

O2 1.9 Bal 62

LEL >100%

PID 0

Sample ID Unit

CH4 40.7

CO2 5.5

O2 0 Bal 53.8

LEL >100%

PID 0

SG-P2(3.5)

Can ID: 220

Reading

GEM-2000

Reading

SG-P1(3.8)

Can ID: 252

GEM-2000

Reading

Reading

Reading

SG-P5(4.0)

Can ID: 202

GEM-2000

SG-P3(3.5)

Can ID: 148

GEM-2000

SG-P4(4.0)

Can ID: 135

GEM-2000

HALEY & ALDRICH, INC.

G:\32090\Specs\100%_final\TABLE I 2009 0401-FIELD Gas Sampling results.xls:data 6/24/2009

TABLE II

SOIL GAS QUALITY DATA

TEST PIT SOIL SAMPLING

JOHN F. KENNEDY LIBRARY & MUSEUM

BOSTON, MASSACHUSETTS

FILE NO.: 32090-503

LOCATION MAXIMUM SG-P1 (3.8) SG-P2 (3.5) SG-P3 (3.5) SG-P4 (4.0) SG-P5 (4.0)

SAMPLING DATE DETECTED 4-Feb-09 4-Feb-09 4-Feb-09 4-Feb-09 4-Feb-09 LAB SAMPLE ID VALUE L0901481-02, 07 L0901481-01, 06 L0901481-04, 09 L0901481-03, 08 L0901481-05, 10

Low Level Volatile Organic Compounds in Air TO15 (µg/m3) 1,1-Dichloroethene 1.51 1.51 ND(0.396) ND(0.396) ND(0.396) ND(0.396) 1,2,4-Trimethylbenzene 4.92 ND(0.491) ND(0.491) ND(0.491) ND(0.491) 4.92 1,3,5-Trimethybenzene 1.95 ND(0.491) ND(0.491) ND(0.491) ND(0.491) 1.95 1,3-Butadiene 15.2 3.75 15.2 2.57 12.5 0.66 1,3-Dichlorobenzene 1.97 ND(0.6) ND(0.6) 1.97 ND(0.6) ND(0.6) 2-Butanone 34.7 34.7 18.8 11.9 25.2 29.2 4-Ethyltoluene 2.13 ND(0.491) ND(0.491) ND(0.491) ND(0.491) 2.13 Acetone 47.6 47.6 ND(0.595) 5.69 21.3 31.6 Benzene 34.8 27.3 10.6 10.7 34.8 22.9 Carbon disulfide 17.5 8.04 0.985 4.96 17.5 1.26 Chloroethane 0.818 ND(0.2635) 0.818 ND(0.2635) 0.656 ND(0.2635) Chloromethane 2.13 0.563 1.55 0.629 2.13 ND(0.2065) cis-1,2-Dichloroethene 12.7 9.14 ND(0.396) 3.67 8.02 12.7 Cyclohexane 3750 290 500 75.3 3750 1760 Dichlorodifluoromethane 196 196 34.3 2.71 21.1 ND(0.494) Ethanol 21.4 5.87 9.66 21.4 14.3 15.8 Ethyl Acetate 0.9 ND(0.9) ND(0.9) ND(0.9) ND(0.9) ND(0.9) Ethylbenzene 5.79 5.79 2.24 0.874 2.88 4.54 Freon-114 57.5 23 18.8 ND(0.7) 57.5 ND(0.7) Isopropanol 3.42 1.56 1.68 2.83 1.5 3.42 Methylene chloride 1.74 1.74 ND(0.87) ND(0.87) ND(0.87) ND(0.87) p/m-Xylene 9.12 9.12 2.94 ND(0.87) 4.67 5.17 o-Xylene 6.96 6.96 1.69 1.06 2.91 3.76 Heptane 132 62.7 18.1 9.86 132 120 n-Hexane 754 235 130 39.6 492 754 Propylene 117 38.3 28.6 7.14 117 0.541 Styrene 1.43 ND(0.4255) 1.43 ND(0.4255) 1.3 ND(0.4255) Tetrachloroethene 2.1 2.1 ND(0.68) ND(0.68) 1.93 ND(0.68) Toluene 17.5 11 11.2 5.02 17.5 11.9 trans-1,2-Dichloroethene 1.65 1.65 ND(0.396) ND(0.396) 1.26 1.47 Trichloroethene 12.6 7.06 ND(0.535) 12.6 ND(0.535) ND(0.535) Trichlorofluoromethane 1.33 ND(0.56) ND(0.56) 1.33 ND(0.56) ND(0.56) Vinyl chloride 44.3 44.3 1.28 2.09 26.2 1.91

Sulfides in Air TO-15 (µg/m3) Hydrogen Sulfide ND(3.47) ND(3.47) ND(3.47) ND(3.47) ND(3.47)

Petroleum Hydrocarbons in Air (µg/m3) 1,3-Butadiene 12.6 3.53 12.6 ND(1) 10.4 ND(1) Benzene 40.3 31.5 12.3 12.4 40.3 26.5 Toluene 20.8 14.4 11.5 4.97 20.8 15.1 Ethylbenzene 6.89 6.89 2.83 ND(1) 3.36 5.45 p/m-Xylene 11.6 11.6 ND(2) ND(2) 5.9 6.71 o-Xylene 7.68 7.68 ND(1) ND(1) 3.1 4.29 C5-C8 Aliphatics, Adjusted 67700 14900 17100 2740 67700 42200 C9-C12 Aliphatics, Adjusted 17800 17800 436 1140 3610 8720 C9-C10 Aromatics 95.7 88 10 14.8 30.9 95.7

Fixed Gases (%) Nitrogen 68.4 68.4 68.2 68.4 50 44.4 Oxygen 17.3 1.85 9.24 17.3 ND(0.745) ND(0.735) Carbon Dioxide 4.9 4.48 3.33 0.316 0.661 4.9 Methane 38.2 12.9 8.5 1.9 37.1 38.2

NOTES AND ABBREVIATIONS:

ND(2.5): Not detected; number in parentheses is one-half laboratory detection limit.

1. This table includes only those compounds detected on the dates indicated.

HALEY & ALDRICH, INC.

G:\32090\Specs\100%_final\TABLE II_2009 0401 -soil gas alphadata-D2.xls:Soil Gas data 6/24/2009

(Revised: July 17, 2009)

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 1

SECTION 02220

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN

PART 1 - GENERAL

1.1 GENERAL REQUIREMENTS

A. All of the Contract Documents, including General and Supplementary Conditions and DIVISION I - GENERAL REQUIREMENTS, apply to the work of this Section.

B. Examine all Drawings and all other Sections of the Specifications for requirements therein affecting the work of this Section.

C. Coordinate work with that of all other trades affecting or affected by work of this

Section. Cooperate with such trades to assure the steady progress of all work under the Contract.

D. The Contractor shall manage solid waste and contaminated materials encountered in the excavation in a manner that ensures the protection of health, safety, public welfare and the environment. Materials with concentrations of contaminants below and above MCP Reportable Concentrations exist at the site.

The Contractor shall be responsible for all work related to legal off-site disposal of excess and unsuitable materials in accordance with the provisions of the Massachusetts Contingency Plan, 310 CMR 40.0000, 310 CMR 19.000 and all other applicable state and federal laws and regulations including: utilization of LSP-prepared and signed Bills of Lading, Uniform Hazardous Waste Manifests, Material Shipping Records and/or solid waste tracking records; coordination with and transportation to off-site disposal/treatment facilities accepted by the Owner.

The Contractor shall prepare and coordinate use of Uniform Hazardous Waste Manifests as required.

E. The Contractor shall manage groundwater and surface water runoff that is collected, treated or discharged from the site as part of construction in compliance with all applicable provisions of the federal, state, or local laws, regulations, or bylaws, and the criteria of this Section.

F. The provisions specified in this Section may be subject to alterations by the

Owner’s Environmental Consultant based on actual field conditions encountered during excavation activities.

1.2 ENVIRONMENTAL SITE CONDITIONS

A. The site of the JFK Library was a portion of the tidewaters of Dorchester Bay until the early 1950s. By around 1955, an L-shaped dike was constructed of gravel and stone fill into Dorchester Bay. The dike location coordinates well with the existing northern and eastern shoreline. The area within the dike was land filled

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 2

with incinerator slag and other refuse until 1962, with subsequent and more significant filling in 1970 and 1971 using miscellaneous refuse and organic soils excavated from the UMass Boston Campus construction project. The original JFK Library was built beginning in 1976. In 1990-91, an addition off the west plaza side of the original library building was constructed.

B. The Contractor is advised that the landfill waste may include remains of previous structures, construction debris, household waste, glass, plastic, metal and other miscellaneous debris, and that landfill gas containing methane and volatile organic compounds exist at the property.

C. A preliminary sampling program has been conducted for the project to obtain chemical test data for the soils slated for off-site removal. The results of this program are summarized in a memorandum entitled “Results of Test Pit Explorations and Preliminary Excavated Materials Management, Proposed Addition to John F. Kennedy Presidential Library and Museum, Boston, Massachusetts,” dated 10 October 2008, prepared by Haley & Aldrich, Inc.

D. Based on the results of the sampling program cover soils (soils above the landfill waste) contain metals (lead and chromium) above MCP RCS-1 Reportable Concentrations and contain Volatile Organic Carbon’s (VOCs), polyaromatic hydrocarbons (PAHs), petroleum hydrocarbons (VPH/EPH), and Polycyclic Biphenyl’s (PCBs) below applicable Massachusetts Contingency Plan (MCP) RCS-1 Reportable Concentrations.

E. Based on the results of the sampling program the landfill waste contains PAHs, petroleum hydrocarbons and metals (lead, chromium, and cadmium) above MCP RCS-1 Reportable Concentrations and contains VOCs and PCBs below applicable MCP RCS-1 Reportable Concentrations. The levels of PAHs and metals are likely associated with the burning operations.

F. The site is associated with DEP’s Release Tracking Number (RTN) 3-1430, which was assigned in 1987. A preliminary assessment form for the site, dated 21 March 1980, indicated a hazard description of “No Hazard/Potential Hazard” and a Final Strategy Determination of “No Action Needed”. DEP considers this reuse of the landfill to be adequately regulated under 310 CMR 19.000, Solid Waste Management Facility Regulations. As a result, the off-site soil management for the site will not require MCP reporting.

G. As the location of the JFK Library was a former landfill, the Massachusetts Solid

Waste Management Regulations, 310 CMR 19.000, apply to reuse of the site.

Prior to commencing work, the Contractor shall be aware of and have reviewed the Conditions within Massachusetts DEP Bureau of Waste Prevention, Division of Solid Waste Management’s approval of the Major-Post-Closure Use of the landfill and shall adhere to all requirements.

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 3

1.3 DESCRIPTION OF WORK

A. The Owner's Environmental Consultant has undertaken a preliminary subsurface exploration and soil sampling program on behalf of the Owner. The memorandum titled Results of Test Pit Explorations and Preliminary Excavation Materials Management, dated 10 October 2008, prepared by the Owner’s Environmental Engineer and included in the Specification documents summarizes the analytical data on the general quality of materials to be excavated. The Contractor shall be aware that certain concentrations of chemical constituents are present in the soil and landfill waste at the site.

B. This Section provides procedures and requirements for excavated soil management activities to be conducted during excavation for the building, utilities, and foundation construction. Material classification, stockpiling, off-site transportation, off-site disposal and treatment, on-site reuse, dust control measures, and contingencies are also included. The following work shall be undertaken by the Contractor:

1. The Contractor shall be responsible for material excavated for all below-grade construction, including general excavation, utility trenching, and other excavations including pre-excavation material.

2. The Contractor shall excavate, manage, handle, segregate, stockpile, store, load, treat, recycle, reuse, transport, discharge, and/or dispose of contaminated materials in compliance with the provisions of 310 CMR

19.000 (on-site handling and reuse), 310 CMR 40.0000 (off-site disposal), 310 CMR 30.0000, and all other applicable Federal, State, and Local laws and regulations and bylaws, and the criteria of this Section.

3. Debris deemed unsuitable by the Owner’s Representative shall be removed and disposed of off-site. No soil shall be removed from the site, unless directed by Owner.

4. Comply with site specific requirements as included herein or as Conditions of the permit for major landfill reuse issued by DEP for this Project. Specific requirements may include placing daily cover over exposed waste, and otherwise sequencing the work to minimize the temporary exposure of waste materials at the ground surface.

5. The Contractor shall perform a precharacterization testing program for the purpose of determining off-site disposition, disposal, or treatment, as described in Specification Section 02080 so that excess soils and/or landfill waste may be excavated and directly loaded onto trucks for off-site reuse or disposal.

6. The Owner’s Environmental Consultant will evaluate the laboratory data obtained during the precharacterization program based on the Precharacterization Report provided by the Contractor. The Owner’s

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 4

Environmental Consultant will provide DEP regulatory notification and interaction for the precharacterization results, if necessary.

7. The Contractor shall perform supplemental characterization testing on soils inconsistent with the data obtained during the precharacterization program, for the purpose of determining off-site disposition, disposal, or treatment. In the event that it is not possible to excavate and direct load excess materials onto trucks for off-site reuse or disposal, temporary on-site storage of excavated materials may be required for supplemental characterization of the material prior to off-site transportation. The material shall be stockpiled and covered in designated stockpile areas according to the procedures presented herein and as indicated by the Owner's Environmental Consultant.

8. The scope of additional testing which may be required by the off-site disposal/recycling facilities shall be determined by the Contractor based on the requirements of the facilities and coordinated with the Owner’s Environmental Consultant.

9. The Contractor shall provide all labor and materials to collect soil samples from the stockpiles and to transport the samples to a state-certified laboratory for chemical analysis as described in this Section, and shall provide the testing data to the Owner’s Environmental Consultant.

10. The Contractor shall propose the material destination facility, contract directly with the facility for the disposal of the material, and provide information and data to the Owner’s Representative necessary for the preparation of approved Bills of Lading and Material Shipping Records by the LSP-of-Record.

11. The Contractor shall coordinate the preparation of required paperwork, LSP opinion letters and submittals to receiving facilities for off-site disposal. The Contractor shall provide written authorization of acceptance from the intended disposal facility for excavated and contaminated material to be removed from the Site.

12. The Independent Professional will prepare, sign, and stamp Materials

Shipping Record & Log and Bills-of-Lading, for use by the Contractor. The Contractor shall prepare EPA Hazardous Waste Manifest forms, as necessary, for signature by the Owner for use by the Contractor for off-site disposal of excavated hazardous waste.

13. The Contractor shall excavate and load material onto trucks for legal off-site disposal.

14. All excavated materials shall be managed in compliance with the provisions of 310 CMR 19.000 and 310 CMR 40.0000, and all applicable Federal, State, and Local laws.

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 5

15. The Contractor shall be aware of the Waste Disposal Ban Regulations outlined in 310 CMR 19.017 that prohibit Massachusetts landfills from accepting those materials outlined in the regulations. These regulations require preparation of Waste Disposal Ban Compliance Plans to be submitted to the appropriate Massachusetts Department of Environmental Protection (DEP) regional office. Asphalt, pavement, brick, concrete, metal and wood are included in the Waste Disposal Ban, effective 1 July 2006.

16. If conditions are encountered during excavation, which in accordance with

310 CMR 40.0311 through 40.0314, requires DEP notification within 2 hours or 72 hours, the Contractor shall suspend construction in the affected area, immediately notify the Owner, and coordinate with DEP and Owner’s Environmental Consultant to implement appropriate response actions in accordance with 310 CMR 19.000 and 310 CMR 40.0000.

17. Discharge of water into stormwater systems is not anticipated and shall be recharged onsite.

C. Health and Safety:

1. The Contractor and all subcontractors that are expected to come in contact with site soils, groundwater, waste, or soil gas shall, at all times, be solely responsible for exercising reasonable precaution to protect the health, safety, public welfare, all on-site personnel and the environment during performance of the Work described herein. The Contractor and each such subcontractor shall comply with all applicable provisions of federal, state, and local health and safety and occupational health and safety statutes and codes.

2. The Contractor and each such subcontractor are required to notify all of their workers of the history of the site and contaminants that may be present, and to be alert for evidence of contaminated material, groundwater and fugitive soil gas from landfill debris. The Owner and the Owner’s Environmental Consultant should be immediately notified of the presence of potentially hazardous conditions, if encountered.

3. The Contractor shall prepare a site-specific Health and Safety Plan for all of its employees and the employees of any subcontractor(s) to the contractor working on the site. Workers who are in close proximity to excavated materials and groundwater shall be trained in Health and Safety procedures according to OSHA requirements, including 29 CFR 1910.120 and be current in their OSHA refresher course. Refer to Section 02010 - Health & Safety for a description of additional training requirements.

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 6

4. Maintain air quality with respect to dust, combustible gases and volatile organic compound vapors, within published permissible limits (i.e., 310 CMR

6.00 for dust, 5% of the Lower Explosive Limit for combustible gases, and OSHA: Part 29 CFR 1910.1000 for volatile organic compound vapors) at the perimeter of the work zone. If maximum total VOC concentrations at the perimeter of the Work Zone, as measured by a PID approved by Owner’s Environmental Consultant, exceed 1 ppm for a sustained period greater than 10 minutes, the Contractor shall immediately implement controls to reduce total VOC concentrations. The Contractor shall submit in writing details of proposed procedures to mitigate environmental conditions that exceed the levels specified herein or otherwise referenced.

5. Opinions of Owner’s Environmental Consultant and/or Owner regarding expected site conditions do not relieve the Contractor and each subcontractor of their responsibility to protect the health and safety of their employees, all sub-contractor employees, the public welfare, and the environment.

D. Related Work Specified Elsewhere:

1. Section 02010 - Health and Safety

2. Section 02080 - Precharacterization Program

3. Section 02300 - Earthwork

4. Section 02310 – Drilled-In Piles

5. Section 02380 - Foundation Piles

1.4 DEFINITIONS AND REFERENCE STANDARDS

A. Owner: The term Owner shall refer to the National Archives and Records

Administration (NARA)

B. Owner’s Representative and/or Owner’s Environmental Consultant: The term Owner’s Representative and Owner’s Environmental Consultant shall refer to Haley & Aldrich, Inc.

C. LSP: Licensed Site Professional qualified by the Massachusetts Board of Registration of Hazardous Waste Site Cleanup Professionals, under MGL Chapter 21A.

D. Independent Professional: A person who is both a Professional Engineer (PE) and Licensed Site Professional (LSP), retained by the Owner, who will serve as the engineer certifying documentation as required by 310 CMR19.000, and will perform Solid Waste management regulatory interaction/coordination for the project.

E. Contractor’s LSP: A Licensed Site Professional (LSP) retained by the Contractor, and who supervises all aspects of soil sampling, testing, and management, Contractor health and safety, and coordination with the Authority, as specified

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 7

herein. The Contractor’s LSP will serve as the LSP-of-Record for all oil and hazardous material (OHM) releases caused by the Contractor.

F. RCRA: Resource Conservation Recovery Act, latest version.

G. PID: Photoionization detector.

H. Massachusetts Department of Environmental Protection (DEP), 310 CMR 30.000, Hazardous Waste Regulations, latest version.

I. Massachusetts Department of Environmental Protection, 310 CMR 19.000, Solid

Waste Management Facility Regulations, latest version.

J. Hazwoper: OSHA Regulation 29 CFR 1910.120.

K. Massachusetts Board of Fire Prevention, 527 CMR 9.00, Tanks and Containers.

L. Contractor: The term Contractor shall refer to the person or organization identified as being responsible for the work of this Section.

M. Massachusetts Department of Environmental Protection, 310 CMR 40.0000, The

Massachusetts Contingency Plan (MCP), latest version.

N. Management of Remediation Waste: 310 CMR 40.0030; and

O. Health and Safety Procedures: 310 CMR 40.0018.

P. Massachusetts Department of Environmental Protection (DEP) Policies (current versions):

1. WSC-94-400, Interim Remediation Waste Management Policy for Petroleum

Contaminated Soils.

2. COMM-97-001, Reuse and Disposal of Contaminated Soil at Massachusetts

Landfills.

3. WSC-00-425, Construction of Buildings in Contaminated Areas.

4. 310 CMR 19.017 Waste Disposal Ban Regulations

Q. Construction and Demolition Debris: Waste building materials and rubble resulting from the construction or demolition of buildings, pavements, roads or other structures as defined in 310 CMR 19.000. Construction and demolition debris shall include, but is not limited to: concrete, brick, lumber, masonry, paving materials, rebar and plaster, and excludes oil or hazardous materials relative to MGL Chapter 21E and the MCP.

R. Contaminated material: Any material that is contaminated by a release of oil and/or hazardous material.

EXCAVATED SOIL AND MATERIALS MANAGEMENT PLAN 02220 - 8

S. Remediation: Activities associated with identifying, excavating, stockpiling, testing, classifying, recycling, treating, and disposing of oil-contaminated soils or other materials which may be encountered in the Work.

T. Characterization: Chemical analytical test results of representative samples of a material that indicate the level of contamination and other constituents present in the material. Sampling shall be conducted in a manner that sampling protocol, testing frequency and methods are considered appropriate so the results of the testing may be relied upon for disposal.

U. Precharacterization: In-situ chemical analytical test results of representative samples of a material that indicate the…