W9128A-19-R-0014_Specifications_-_Package_1_(Part_3_of_3).pdf

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Quad A, Building 131 and Central Utility Plant (CUP), and Buildings 130 and 132, Schofield Barracks, Hawaii
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W9128A-19-R-0014
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FY18 QUAD A REPAIR BLDG 131 & CONSTRUCT CENTRAL UTILITY PLANT QUADA1

SECTION TABLE OF CONTENTS

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 09 30

EXPOSURE ASSESSMENT FOR WORKERS EXPOSED TO RODENT DROPPING

05/19

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Industrial Hygienist (IH):

1.2.2 Industrial Hygiene Technician (IHT):

1.3 Quality ASSURANCE

1.3.1 Medical Examinations

1.3.2 IH Responsibilities

1.3.3 IHT Responsibilities

1.3.4 Training

1.3.5 Respiratory Protection Program

1.3.6 Pre-Construction Conference

1.4 SUBMITTALS

1.5 REMOVAL

1.6 QUALIFICATIONS OF IH

1.7 CLEANUP WORK PLAN

1.8 EQUIPMENT

1.8.1 Respirators

1.8.2 Special Protective Clothing

1.8.3 Hygiene Facilities

1.8.4 Change Area

1.8.5 Hand Washing Facilities

PART 2 PRODUCTS (Not applicable)

PART 3 EXECUTION

3.1 PROTECTION

3.1.1 Control Area Requirements

3.1.2 Protection of Existing Work to Remain

3.1.3 Boundary Requirements

3.1.4 Furnishings

3.1.5 Personnel Protection

3.1.6 Warning Signs

3.2 CLEANUP AND DISPOSAL

3.2.1 Cleanup

3.2.2 Certification

3.2.3 Disposal

-- End of Section Table of Contents --

SECTION 02 09 30 Page 1

SECTION 02 09 30

EXPOSURE ASSESSMENT FOR WORKERS EXPOSED TO RODENT DROPPING

05/19

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA Z88.6 (2006) Respiratory Protection - Respirator Use - Physical Qualifications for Personnel

OCCUPATIONAL SAFETY AND HEALTH (OSHA)

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1910.132 General Requirements

29 CFR 1910.134 Respiratory Protection

29 CFR 1910.141 Sanitation

29 CFR 1910.141(a)(5) Vermin Control

29 CFR 1910.142 Insect and Rodent Control, Subpart J

29 CFR 1926.55 Gases, Vapors, Fumes, Dusts, and Mists

29 CFR 1926.59 Hazard Communication

29 CFR 1926.62 Lead

HAWAII OCCUPATIONAL SAFETY AND HEALTH (HIOSH)

HIOSH 12-148 Lead in Construction

1.2 DEFINITIONS

1.2.1 Industrial Hygienist (IH):

The Industrial Hygienist shall have demonstratable experience in air monitoring techniques and in the establishment of a respiratory protection program for employees and personal protection. The IH shall have working knowledge of applicable State and Federal occupational safety and health regulations for Hanta virus exposure and personal protection in construction..

SECTION 02 09 30 Page 2

1.2.2 Industrial Hygiene Technician (IHT):

The industrial Hygiene Technician (IHT) shall be an employee of the IH or the testing laboratory and shall have a minimum of 2 years experience in the industrial hygiene field working under the direction of the IH and has completed the following courses:

1.3 Quality ASSURANCE

1.3.1 Medical Examinations

Before exposure to dust, provide workers with a comprehensive medical examination as required by 29 CFR 1926.62 and 29 CFR 1926.59. The examination will not be required if adequate records show that employees have been examined as required by 29 CFR 1926.62 and HIOSH 12-148.

Maintain complete and accurate medical records of employees for a period of at least 40 years or for the duration of employment plus 20 years, whichever is longer.

1.3.2 IH Responsibilities

a. Limit airborne transmission.

b. Ensure hazardous exposure to personnel and to the environment are adequately controlled at all times.

c. Oversee IHT.

1.3.3 IHT Responsibilities

a. Ensure visual contact is made with all abatement personnel.

b. Ensure exposure to abatement personnel and the environment are adequately controlled at all times.

c. Ensure abatement personnel are conducting work in accordance with State and Federal occupational safety and health regulations by adequately wetting dirt down in crawl space during the disinfections.

d. Follow the instructions from the senior industrial hygienist.

1.3.4 Training

Train each employee performing operations directly related to the Hanta virus and Rodent fecal matter and 29 CFR 1926.59. Submit employee training certificates signed and dated by the IH and by each employee stating that the employee has received training.

1.3.5 Respiratory Protection Program

a. Furnish each employee a negative pressure respirator or other appropriate type with a respirator fit test at the time of initial fitting and at least every six months thereafter as required by 29 CFR 1926.62 and HIOSH 12-148.

b. Establish and implement a respiratory protection program as required by AIHA Z88.6, 29 CFR 1910.134, 29 CFR 1926.62, HIOSH 12-148 and 29 CFR 1926.55.

SECTION 02 09 30 Page 3

1.3.6 Pre-Construction Conference

Along with the IH, meet with Contracting Officer to discuss in detail the work procedures, precautions and monitoring to be employed.

1.4 SUBMITTALS

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

submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-03 Product Data

Respirators

SD-07 Certificates

Visual Inspection

Qualifications of IH; G.

Clean-up Work Plan; G.

Certification of Medical Examinations

Employee Training Certificates (asbestos or lead)

1.5 REMOVAL

Materials resulting from demolition work, except as specified otherwise, shall become the property of the Contractor and shall be disposed of in accordance with Section 01 90 00 MISCELLANEOUS PROVISIONS.

1.6 QUALIFICATIONS OF IH

Submit names, address and telephone number of the IH selected to perform responsibilities in paragraph entitled "IH Responsibilities". Provide previous experience of the IH. Submit proper documentation that the IH has at least 2 years experience in Industrial Hygiene or Environmental background.

1.7 CLEANUP WORK PLAN

Submit a detailed job-specific plan of the work procedures to be used in the disinfection/cleanup/removal of mechanical equipment in crawl space under building. The plan shall include a sketch showing the location of control areas. Include in the plan, eating, drinking, smoking and restroom procedures. Indicate qualifications of abatement personnel. Obtain approval of the plan prior to the start of work.

1.8 EQUIPMENT

Furnish the Contracting Officer with 2 complete set(s) of personal protective equipment (PPE) daily as required for entry into and inspection of the work within the controlled area. PPE shall include and disposable whole body covering, including appropriate foot, head, eye, hand and proper

SECTION 02 09 30 Page 4 respiratory protection. PPE shall remain the property of the Contractor.

The government shall provide their own fitted respirators when present on site.

1.8.1 Respirators

Furnish appropriate respirators approved by the NIOSH, with HEPA cartridge or N95 Respirator. If there is heavy accumulation of rat feces, use a PAPR or air supplied respirator in P100 filters. Submit manufacturer's catalog data for respirators.

1.8.2 Special Protective Clothing

Furnish personnel who will be exposed to contaminated dust with appropriate disposable protective whole body clothing, head covering, gloves and foot coverings.

1.8.3 Hygiene Facilities

The employer shall assure that in areas where employees are exposed to rat droppings above the PEL without regard to use of respirators, food or beverage is not present or consumed, tobacco products are not present and used, and cosmetics are not applied.

1.8.4 Change Area

The employer shall provide clean change areas for employees.

a. A clean change area is provided for employees who are exposed to rat droppings in the crawl space under Building 131.

b. A separate storage area to store personal protective clothing and street clothes separately to protect against cross contamination.

c. Employees do not leave the workplace wearing any protective clothing.

d. Shower facilities are provided for employees who is exposed to airborne dust from the rat droppings.

1.8.5 Hand Washing Facilities

29 CFR 1910.141. The employer shall provide hand washing facilities for use by employees exposed to rat feces. The IHT shall ensure that employees wash hands before eating, drinking or smoking.

PART 2 PRODUCTS (Not applicable)

PART 3 EXECUTION

3.1 PROTECTION

3.1.1 Control Area Requirements

Establish a work control area by completely limiting access with containment screens the area where work on contaminated dust is to be performed, in accordance with 29 CFR 1910.132 and 29 CFR 1910.142.

SECTION 02 09 30 Page 5

3.1.2 Protection of Existing Work to Remain

After the crawl space is disinfected with the airless sprayer and mechanical equipment cleaned, the Contractor shall lay 6 mil plastic over the exposed dirt surface to prevent further exposure to the follow on Contractors in the crawl space, in accordance with 29 CFR 1910.132 and

29 CFR 1910.142.

3.1.3 Boundary Requirements

Provide physical boundaries around control area by roping off the area.

3.1.4 Furnishings

The Government will remove furniture and equipment from the work area before work begins.

3.1.5 Personnel Protection

Personnel shall wear respirators and use protective clothing and equipment as specified herein. Eating, smoking or drinking is not permitted in the control area. No one will be permitted in the control area unless they have been given appropriate training and protective equipment.

3.1.6 Warning Signs

Provide warning signs at approaches to control areas. Locate signs at such a distance that personnel may read the sign and take necessary precautions before entering the area. Signs shall be placed at the entry door to the contained workspace.

3.2 CLEANUP AND DISPOSAL

3.2.1 Cleanup

Maintain surfaces of the control area free of accumulations of visible dust. Restrict the spread of dust and debris; keep waste from being distributed over the work area. At the end of each shift and when the work in the contaminated area is completed, clean the area of visible (dust, spider webs, etc.) contamination by wet wiping the area. The used cleaning material (debris/rags) shall be placed in double bagged for disposal. Use of a vacuum in his space is prohibited. Cleanup shall be done in accordance with 29 CFR 1910.141 and 29 CFR 1910.141(a)(5).

3.2.2 Certification

The IH shall certify in writing that the inside and outside the control area have no visible accumulations of dust on the worksite. The contractor shall submit a letter in writing to the COR that the visual inspection was conducted by the IH and Government IH.

The IH/IHT shall ensure that all contaminated items (walls, pipes, air vents, etc.) are decontaminated with a 10% disinfectant solution (1.5 cups bleach to 1 gallon of water). The area shall be visible or by wipe test clean of any visible dust or spider webs before the next discipline (plumbers/ac) enter work area. The area (soil) shall be wetted with the airless sprayer. Contractor shall then place 6 mil thick layer of polysheeting over the exposed soil. The polysheeting shall be secured in place.

SECTION 02 09 30 Page 6

3.2.3 Disposal

Disposal of dust contaminated with dust debris shall be in accordance with Section 01 90 00 MISCELLANEOUS PROVISIONS and 29 CFR 1910.

-- End of Section --

SECTION 02 09 30 Page 7

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 41 00

DEMOLITION

05/10

PART 1 GENERAL

1.1 REFERENCES

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

1.2.2 General Requirements

1.3 ITEMS TO REMAIN IN PLACE

1.3.1 Existing Construction Limits and Protection

1.3.2 Weather Protection

1.3.3 Trees

1.3.4 Utility Service

1.3.5 Facilities

1.4 BURNING

1.5 SUBMITTALS

1.6 QUALITY ASSURANCE

1.6.1 Hawaii Requirements

1.6.2 Dust and Debris Control

1.7 PROTECTION

1.7.1 Traffic Control Signs

1.7.2 Protection of Personnel

1.8 RELOCATIONS

1.9 EXISTING CONDITIONS

PART 2 PRODUCTS

2.1 FILL MATERIAL

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

3.1.1 Structures

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

3.1.2.2 Disconnecting Existing Utilities

3.1.3 Chain Link Fencing

3.1.4 Paving and Slabs

3.1.5 Roofing

3.1.6 Masonry

3.1.7 Concrete

3.1.8 Structural Steel

3.1.9 Miscellaneous Metal

3.1.10 Carpentry

3.1.11 Carpet

3.1.12 Acoustic Ceiling Tile

3.1.13 Patching

3.1.14 Air Conditioning Equipment

SECTION 02 41 00 Page 1

3.1.15 Locksets on Swinging Doors

3.1.16 Mechanical Equipment and Fixtures

3.1.16.1 Preparation for Storage

3.1.16.2 Piping

3.1.16.3 Ducts

3.1.16.4 Fixtures, Motors and Machines

3.1.17 Electrical Equipment and Fixtures

3.1.17.1 Fixtures

3.1.17.2 Electrical Devices

3.1.17.3 Wiring Ducts or Troughs

3.1.17.4 Conduit and Miscellaneous Items

3.2 CONCURRENT EARTH-MOVING OPERATIONS

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

3.3.2 Reuse of Materials and Equipment

3.3.3 Disposal of Ozone Depleting Substance (ODS)

3.3.3.1 Special Instructions

3.3.4 Transportation Guidance

3.3.5 Unsalvageable and Non-Recyclable Material

3.4 CLEANUP

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

3.5.2 Burning on Government Property

3.5.3 Removal to Spoil Areas on Government Property

3.5.4 Removal from Government Property

3.6 REUSE OF SALVAGED ITEMS

ATTACHMENTS:

Notification of Demolition and Renovation form

SECTION 02 41 00 Page 2

SECTION 02 41 00

DEMOLITION

05/10

PART 1 GENERAL

1.1 REFERENCES

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

AIR-CONDITIONING, HEATING AND REFRIGERATION INSTITUTE (AHRI)

AHRI Guideline K (2009) Guideline for Containers for Recovered Non-Flammable Fluorocarbon Refrigerants

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS

(AASHTO)

AASHTO M 145 (1991; R 2012) Standard Specification for Classification of Soils and Soil-Aggregate Mixtures for Highway Construction Purposes

AASHTO T 180 (2017) Standard Method of Test for Moisture-Density Relations of Soils Using a 4.54-kg (10-lb) Rammer and a 457-mm (18-in.) Drop

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE A10.6 (2006) Safety Requirements for Demolition Operations

CARPET AND RUG INSTITUTE (CRI)

CRI 104 (2015) Carpet Installation Standard for Comnmercial Carpet

CRI 105 (2015) Carpet Installation Standard for Residential Carpet

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. DEFENSE LOGISTICS AGENCY (DLA)

DLA 4145.25 (Jun 2000; Reaffirmed Oct 2010) Storage and Handling of Liquefied and Gaseous Compressed Gases and Their Full and Empty Cylinders http://www.aviation.dla.mil/UserWeb/aviationengineering/

SECTION 02 41 00 Page 3

U.S. DEPARTMENT OF DEFENSE (DOD)

DOD 4000.25-1-M (2006) MILSTRIP - Military Standard Requisitioning and Issue Procedures

MIL-STD-129 (2014; Rev R) Military Marking for Shipment and Storage

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

40 CFR 61 National Emission Standards for Hazardous Air Pollutants

40 CFR 82 Protection of Stratospheric Ozone

49 CFR 173.301 Shipment of Compressed Gases in Cylinders and Spherical Pressure Vessels

1.2 PROJECT DESCRIPTION

1.2.1 Demolition Plan

Prepare a Demolition Plan and submit proposed demolition, and removal procedures for approval before work is started. Include in the plan procedures for careful removal and disposition of materials specified to be salvaged, coordination with other work in progress, a disconnection schedule of utility services, a detailed description of methods and equipment to be used for each operation and of the sequence of operations.

Coordinate with Waste Management Plan. Provide procedures for safe conduct of the work in accordance with EM 385-1-1. Plan shall be approved by Contracting Officer prior to work beginning.

1.2.2 General Requirements

Do not begin demolition until authorization is received from the Contracting Officer. Remove rubbish and debris from the project site; do not allow accumulations inside or outside the buildings. The work includes demolition, salvage of identified items and materials, and removal of resulting rubbish and debris. Remove rubbish and debris from Government property daily, unless otherwise directed. Store materials that cannot be removed daily in areas specified by the Contracting Officer. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1, Section 23, Demolition, and other applicable Sections.

1.3 ITEMS TO REMAIN IN PLACE

Take necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government. Repair or replace damaged items as approved by the Contracting Officer.

Coordinate the work of this section with all other work indicated.

Construct and maintain shoring, bracing, and supports as required. Ensure that structural elements are not overloaded. Increase structural supports or add new supports as may be required as a result of any cutting, removal or demolition work performed under this contract. Do not overload structural elements pavements to remain. Provide new supports and reinforcement for existing construction weakened by demolition or removal work. Repairs, reinforcement, or structural replacement require approval by the Contracting Officer prior to performing such work.

SECTION 02 41 00 Page 4

1.3.1 Existing Construction Limits and Protection

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement or other movement. Provide protective measures to control accumulation and migration of dust and dirt in all work areas. Remove dust, dirt, and debris from work areas daily.

1.3.2 Weather Protection

For portions of the building to remain, protect building interior and materials and equipment from the weather at all times. Where removal of existing roofing is necessary to accomplish work, have materials and workmen ready to provide adequate and temporary covering of exposed areas.

1.3.3 Trees

Protect trees within the project site which might be damaged during demolition and which are indicated to be left in place, by a 6 foot high fence. Erect and secure fence a minimum of 5 feet from the trunk of individual trees or follow the outer perimeter of branches or clumps of trees. Replace any tree designated to remain that is damaged during the work under this contract with like-kind or as approved by the Contracting Officer.

1.3.4 Utility Service

Maintain existing utilities indicated to stay in service and protect against damage during demolition operations. Prior to start of work, the Government will disconnect and seal utilities serving each area of alteration or removal upon written request from the Contractor.

1.3.5 Facilities

Protect electrical and mechanical services and utilities. Where removal of existing utilities and pavement is specified or indicated, provide approved barricades, temporary covering of exposed areas, and temporary services or connections for electrical and mechanical utilities. Floors, roofs, walls, columns, pilasters, and other structural components that are designed and constructed to stand without lateral support or shoring, and are determined to be in stable condition, must remain standing without additional bracing, shoring, or lateral support until demolished or deconstructed, unless directed otherwise by the Contracting Officer. Ensure that no elements determined to be unstable are left unsupported and place and secure bracing, shoring, or lateral supports as may be required as a result of any cutting, removal or demolition work performed under this contract.

1.4 BURNING

The use of burning at the project site for the disposal of refuse and debris will not be permitted.

1.5 SUBMITTALS

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

submittals not having a "G" designation are for information only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SECTION 02 41 00 Page 5

SD-01 Preconstruction Submittals

Demolition Plan; G Existing Conditions

SD-07 Certificates

Notification; G Notification of Demolition and Renovation Form

SD-11 Closeout Submittals

Receipts

1.6 QUALITY ASSURANCE

Submit timely notification of demolition and renovation projects to Federal, State, regional, and local authorities in accordance with 40 CFR 61, Subpart M. Notify the Contracting Officer in writing 10 working days prior to the commencement of work in accordance with 40 CFR 61, Subpart M.

Comply with federal, state, and local hauling and disposal regulations. In addition to the requirements of the "Contract Clauses," conform to the safety requirements contained in ASSE/SAFE A10.6. Comply with the Environmental Protection Agency requirements specified. Use of explosives will not be permitted.

1.6.1 Hawaii Requirements

Complete and submit Notification of Demolition and Renovation form to Federal and State authorities and Contracting Officer, postmarked or delivered at least ten working days prior to commencement of work, in accordance with 40 CFR 61, Subpart M. Copy of form is attached at end of this section.

1.6.2 Dust and Debris Control

Prevent the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution.

1.7 PROTECTION

1.7.1 Traffic Control Signs

a. Where pedestrian and driver safety is endangered in the area of removal work, use traffic barricades with flashing lights. Anchor barricades in a manner to prevent displacement by wind. Notify the Contracting Officer prior to beginning such work.

1.7.2 Protection of Personnel

Before, during and after the demolition work continuously evaluate the condition of the structure being demolished and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while

SECTION 02 41 00 Page 6 workmen remove debris or perform other work in the immediate area.

1.8 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workmen skilled in the trades involved. Repair or replace items to be relocated which are damaged by the Contractor with new undamaged items as approved by the Contracting Officer.

1.9 EXISTING CONDITIONS

Before beginning any demolition work, survey the site and examine the drawings and specifications to determine the extent of the work. Record existing conditions in the presence of the Contracting Officer showing the condition of structures and other facilities adjacent to areas of alteration or removal. Photographs sized 4 inch will be acceptable as a record of existing conditions. Include in the record the elevation of the top of foundation walls, finish floor elevations, possible conflicting electrical conduits, plumbing lines, alarms systems, the location and extent of existing cracks and other damage and description of surface conditions that exist prior to before starting work. It is the Contractor's responsibility to verify and document all required outages which will be required during the course of work, and to note these outages on the record document. Submit survey results.

PART 2 PRODUCTS

2.1 FILL MATERIAL

a. Comply with excavating, backfilling, and compacting procedures for soils used as backfill material to fill basements, voids, depressions or excavations resulting from demolition of structures.

b. Fill material shall conform to the definition of satisfactory soil material as defined in AASHTO M 145, Soil Classification Groups A-1, A-2-4, A-2-5 and A-3. In addition, fill material shall be free from roots and other organic matter, trash, debris, frozen materials, and stones larger than 2 inches in any dimension.

c. Proposed fill material must be sampled and tested by an approved soil testing laboratory, as follows:

Soil classification AASHTO M 145

Moisture-density relations AASHTO T 180, Method B or D

PART 3 EXECUTION

3.1 EXISTING FACILITIES TO BE REMOVED

Inspect and evaluate existing structures onsite for reuse. Existing construction scheduled to be removed for reuse shall be disassembled.

Dismantled and removed materials are to be separated, set aside, and prepared as specified, and stored or delivered to a collection point for reuse, remanufacture, recycling, or other disposal, as specified.

Materials shall be designated for reuse onsite whenever possible.

SECTION 02 41 00 Page 7

3.1.1 Structures

a. Remove existing structures indicated to be removed to 3 feet below grade.

Interior walls, other than retaining walls and partitions, shall be removed to top of concrete slab on ground unless otherwise shown in drawings. Break up basement slabs to permit drainage. Remove sidewalks, curbs, gutters and street light bases as indicated.

b. Demolish structures in a systematic manner from the top of the structure to the ground. Complete demolition work above each tier or floor before the supporting members on the lower level are disturbed.

Demolish concrete and masonry walls in small sections. Remove structural framing members and lower to ground by means of derricks, platforms hoists, or other suitable methods as approved by the Contracting Officer.

c. Locate demolition equipment throughout the structure and remove materials so as to not impose excessive loads to supporting walls, floors, or framing.

d. Building, or the remaining portions thereof, not exceeding 80 feet in height may be demolished by the mechanical method of demolition.

3.1.2 Utilities and Related Equipment

3.1.2.1 General Requirements

Do not interrupt existing utilities serving occupied or used facilities, except when authorized in writing by the Contracting Officer. Do not interrupt existing utilities serving facilities occupied and used by the Government except when approved in writing and then only after temporary utility services have been approved and provided. Do not begin demolition work until all utility disconnections have been made. Shut off and cap utilities for future use, as indicated.

3.1.2.2 Disconnecting Existing Utilities

Remove existing utilities, as indicated and terminate in a manner conforming to the nationally recognized code covering the specific utility and approved by the Contracting Officer. When utility lines are encountered but are not indicated on the drawings, notify the Contracting Officer prior to further work in that area. Remove meters and related equipment and deliver to a location in accordance with instructions of the Contracting Officer.

3.1.3 Chain Link Fencing

Remove chain link fencing, gates and other related salvaged items scheduled for removal and transport to designated areas. Remove gates as whole units. Cut chain link fabric to 25 foot lengths and store in rolls off the ground.

3.1.4 Paving and Slabs

Remove sawcut concrete and asphaltic concrete paving and slabs as indicated.

Provide neat sawcuts at limits of pavement removal as indicated. Pavement and slabs designated to be recycled and utilized in this project shall be moved, ground and stored as directed by the Contracting Officer. Pavement and slabs not to be used in this project shall be removed from the

SECTION 02 41 00 Page 8

Installation at Contractor's expense.

3.1.5 Roofing

Remove existing gutter and downspouts and associated components in their entirety without damaging existing steel standing seam roofing. Existing steel standing seam roofing assembly to remain. Sequence work to minimize building exposure between demolition and new roof materials installation.

3.1.6 Masonry

Sawcut and remove masonry so as to prevent damage to surfaces to remainand to facilitate the installation of new work. Where new masonry adjoins existing, the new work shall abut or tie into the existing construction as indicated. Provide square, straight edges and corners where existing masonry adjoins new work and other locations.

3.1.7 Concrete

Saw concrete along straight lines to a depth of a minimum 2 inch. Make each cut in walls perpendicular to the face and in alignment with the cut in the opposite face. Break out the remainder of the concrete provided that the broken area is concealed in the finished work, and the remaining concrete is sound. At locations where the broken face cannot be concealed, grind smooth or saw cut entirely through the concrete.

3.1.8 Structural Steel

Dismantle structural steel at field connections and in a manner that will prevent bending or damage. Do not use flame-cutting torches. Transport structural steel shapes to a designated area as directed by the Contracting Officer, stacked according to size, type of member and length, and stored off the ground, protected from the weather.

3.1.9 Miscellaneous Metal

Salvage shop-fabricated items such as access doors and frames, steel gratings, metal ladders, wire mesh partitions, metal railings, metal windows and similar items as whole units. Salvage light-gage and cold-formed metal framing, such as steel studs, steel trusses, metal gutters, roofing and siding, metal toilet partitions, toilet accessories and similar items. Scrap metal shall become the Contractor's property.

Recycle scrap metal as part of demolition operations. Provide separate containers to collect scrap metal and transport to a scrap metal collection or recycling facility, in accordance with the Waste Management Plan.

3.1.10 Carpentry

Salvage for recycle lumber, millwork items, and finished boards, and sort by type and size. Recycle salvaged wood unfit for reuse, except stained, painted, or treated wood. Remove windows, doors, frames, and cabinets, and similar items as whole units, complete with trim and accessories.

Brace the open end of door frames to prevent damage.

3.1.11 Carpet

Remove existing carpet for reclamation in accordance with manufacturer recommendations and as follows. Remove used carpet in large pieces, roll tightly, and pack neatly in a container. Remove adhesive according to

SECTION 02 41 00 Page 9 recommendations of the Carpet and Rug Institute (CRI). Adhesive removal solvents shall comply with CRI 104/CRI 105. Recycle removed carpet cushion.

3.1.12 Acoustic Ceiling Tile

Remove, neatly stack, and recycle acoustic ceiling tiles. Recycling may be available with manufacturer. Otherwise, priority shall be given to a local recycling organization. Recycling is not required if the tiles contain or may have been exposed to asbestos material.

3.1.13 Patching

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces, using on-site materials when available. Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish. Patching shall be as specified and indicated, and shall include:

a. Concrete and Masonry: Completely fill holes and depressions, caused by previous physical damage or left as a result of removals in existing masonry walls to remain, with an approved masonry patching material, applied in accordance with the manufacturer's printed instructions.

b. Where existing partitions have been removed leaving damaged or missing resilient tile flooring, patch to match the existing floor tile.

c. Patch acoustic lay-in ceiling where partitions have been removed. The transition between the different ceiling heights shall be effected by continuing the higher ceiling level over to the first runner on the lower ceiling and closing the vertical opening with a painted sheet metal strip.

3.1.14 Air Conditioning Equipment

Remove air conditioning, refrigeration, and other equipment containing refrigerants without releasing chlorofluorocarbon refrigerants to the atmosphere in accordance with the Clean Air Act Amendment of 1990. Recover all refrigerants prior to removing air conditioning, refrigeration, and other equipment containing refrigerants and dispose of in accordance with the paragraph entitled "Disposal of Ozone Depleting Substance (ODS)."

3.1.15 Locksets on Swinging Doors

Remove all locksets from all swinging doors indicated to be removed and disposed of. Deliver the locksets and related items to a designated location for receipt by the Contracting Officer after removal.

3.1.16 Mechanical Equipment and Fixtures

Disconnect mechanical hardware at the nearest connection to existing services to remain, unless otherwise noted. Disconnect mechanical equipment and fixtures at fittings. Remove service valves attached to the unit. Salvage each item of equipment and fixtures as a whole unit; listed, indexed, tagged, and stored. Salvage each unit with its normal operating auxiliary equipment. Transport salvaged equipment and fixtures, including

SECTION 02 41 00 Page 10 motors and machines, to a designated storage area as directed by the Contracting Officer. Do not remove equipment until approved. Do not offer low-efficiency equipment for reuse.

3.1.16.1 Preparation for Storage

Remove water, dirt, dust, and foreign matter from units; tanks, piping and fixtures shall be drained; interiors, if previously used to store flammable, explosive, or other dangerous liquids, shall be steam cleaned.

Seal openings with caps, plates, or plugs. Secure motors attached by flexible connections to the unit. Change lubricating systems with the proper oil or grease.

3.1.16.2 Piping

Disconnect piping at unions, flanges and valves, and fittings as required to reduce the pipe into straight lengths for practical storage. Store salvaged piping according to size and type. If the piping that remains can become pressurized due to upstream valve failure, end caps, blind flanges, or other types of plugs or fittings with a pressure gage and bleed valve shall be attached to the open end of the pipe to ensure positive leak control. Carefully dismantle piping that previously contained gas, gasoline, oil, or other dangerous fluids, with precautions taken to prevent injury to persons and property. Store piping outdoors until all fumes and residues are removed. Box prefabricated supports, hangers, plates, valves, and specialty items according to size and type. Wrap sprinkler heads individually in plastic bags before boxing. Classify piping not designated for salvage, or not reusable, as scrap metal.

3.1.16.3 Ducts

Classify removed duct work as scrap metal.

3.1.16.4 Fixtures, Motors and Machines

Remove and salvage fixtures, motors and machines associated with plumbing, heating, air conditioning, refrigeration, and other mechanical system installations. Salvage, box and store auxiliary units and accessories with the main motor and machines. Tag salvaged items for identification, storage, and protection from damage. Classify broken, damaged, or otherwise unserviceable units and not caused to be broken, damaged, or otherwise unserviceable as debris to be disposed of by the Contractor.

3.1.17 Electrical Equipment and Fixtures

Salvage motors, motor controllers, and operating and control equipment that are attached to the driven equipment. Salvage wiring systems and components. Box loose items and tag for identification. Disconnect primary, secondary, control, communication, and signal circuits at the point of attachment to their distribution system.

3.1.17.1 Fixtures

Remove and salvage electrical fixtures. Salvage unprotected glassware from the fixture and salvage separately. Salvage incandescent, mercury-vapor, and fluorescent lamps and fluorescent ballasts manufactured prior to 1978, boxed and tagged for identification, and protected from breakage.

SECTION 02 41 00 Page 11

3.1.17.2 Electrical Devices

Remove and salvage switches, switchgear, transformers, conductors including wire and nonmetallic sheathed and flexible armored cable, regulators, meters, instruments, plates, circuit breakers, panelboards, outlet boxes, and similar items. Box and tag these items for identification according to type and size.

3.1.17.3 Wiring Ducts or Troughs

Remove and salvage wiring ducts or troughs. Dismantle plug-in ducts and wiring troughs into unit lengths. Remove plug-in or disconnecting devices from the busway and store separately.

3.1.17.4 Conduit and Miscellaneous Items

Salvage conduit except where embedded in concrete or masonry. Consider corroded, bent, or damaged conduit as scrap metal. Sort straight and undamaged lengths of conduit according to size and type. Classify supports, knobs, tubes, cleats, and straps as debris to be removed and disposed.

3.2 CONCURRENT EARTH-MOVING OPERATIONS

Do not begin excavation, filling, and other earth-moving operations that are sequential to demolition work in areas occupied by structures to be demolished or deconstructed until all demolition in the area has been completed and debris removed. Fill holes, open basements and other hazardous openings.

3.3 DISPOSITION OF MATERIAL

3.3.1 Title to Materials

Except for salvaged items specified in related Sections, and for materials or equipment scheduled for salvage, all materials and equipment removed and not reused or salvaged, shall become the property of the Contractor and shall be removed from Government property. Title to materials resulting from demolition and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting Officer of the Contractor's demolition and removal procedures, and authorization by the Contracting Officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after contract award. Showing for sale or selling materials and equipment on site is prohibited.

3.3.2 Reuse of Materials and Equipment

Remove and store materials and equipment listed in the Demolition Plan indicated to be reused or relocated to prevent damage, and reinstall as the work progresses.

3.3.3 Disposal of Ozone Depleting Substance (ODS)

Class I and Class II ODS are defined in Section, 602(a) and (b), of The Clean Air Act. Prevent discharge of Class I and Class II ODS to the atmosphere. Place recovered ODS in cylinders meeting AHRI Guideline K suitable for the type ODS (filled to no more than 80 percent capacity) and provide appropriate labeling. Recovered ODS shall be removed from

SECTION 02 41 00 Page 12

Government property and disposed of in accordance with 40 CFR 82.

Products, equipment and appliances containing ODS in a sealed, self-contained system (e.g. residential refrigerators and window air conditioners) shall be disposed of in accordance with 40 CFR 82. Submit Receipts or bills of lading, as specified. Submit a shipping receipt or bill of lading for all containers of ozone depleting substance (ODS) shipped to the Defense Depot, Richmond, Virginia.

3.3.3.1 Special Instructions

No more than one type of ODS is permitted in each container. A warning/hazardous label shall be applied to the containers in accordance with Department of Transportation regulations. All cylinders including but not limited to fire extinguishers, spheres, or canisters containing an ODS shall have a tag with the following information:

a. Activity name and unit identification code

b. Activity point of contact and phone number

c. Type of ODS and pounds of ODS contained

d. Date of shipment

e. National stock number (for information, call (804) 279-4525).

3.3.4 Transportation Guidance

Ship all ODS containers in accordance with MIL-STD-129, DLA 4145.25 (also referenced one of the following: Army Regulation 700-68, Naval Supply Instruction 4440.128C, Marine Corps Order 10330.2C, and Air Force Regulation 67-12), 49 CFR 173.301, and DOD 4000.25-1-M.

3.3.5 Unsalvageable and Non-Recyclable Material

Dispose of unsalvageable and non-recyclable noncombustible material.

Dispose of unsalvageable and non-recyclable combustible material in the sanitary fill area located off the site.

3.4 CLEANUP

Remove debris and rubbish from basement and similar excavations. Remove and transport the debris in a manner that prevents spillage on streets or adjacent areas. Apply local regulations regarding hauling and disposal.

3.5 DISPOSAL OF REMOVED MATERIALS

3.5.1 Regulation of Removed Materials

Dispose of debris, rubbish, scrap, and other nonsalvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan.

Storage of removed materials on the project site is prohibited.

3.5.2 Burning on Government Property

Burning of materials removed from demolished and deconstructed structures will not be permitted on Government property.

SECTION 02 41 00 Page 13

3.5.3 Removal to Spoil Areas on Government Property

Transport noncombustible materials removed from demolition structures to designated spoil areas on Government property.

3.5.4 Removal from Government Property

Transport waste materials removed from demolished and deconstructed structures, except waste soil, from Government property for legal disposal. Dispose of waste soil as directed.

3.6 REUSE OF SALVAGED ITEMS

Recondition salvaged materials and equipment designated for reuse before installation. Replace items damaged during removal and salvage operations or restore them as necessary to usable condition.

SECTION 02 41 00 Page 14

DIVISION 02 - EXISTING CONDITIONS

SECTION 02 85 00

MOLD REMEDIATION

11/18

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 AIHA

1.2.2 AIHA EMLAP

1.2.3 AFU

1.2.4 Categories of Water

1.2.5 Certified Industrial Hygienist (CIH)

1.2.6 Complete Interior Building Demolition (Complete Gut)

1.2.7 Containment

1.2.7.1 Source Containment

1.2.7.2 Unoccupied Building Containment

1.2.7.3 Cleaning Containment

1.2.8 Decontamination Unit (Airlock)

1.2.9 Dehumidifier

1.2.10 Disinfectants or Biocide Sanitizing Solutions

1.2.11 EPA

1.2.12 Fungal Growth Structures

1.2.13 Fungicidal Agents, (EPA)

1.2.14 HEPA Filter

1.2.15 HVAC

1.2.16 Industrial Hygienist (IH)

1.2.17 Microbial Remediation Supervisor

1.2.18 Non-Porous Material

1.2.19 Occupied Spaces (Areas)

1.2.20 Personal Protective Equipment (PPE)

1.2.21 Poly

1.2.22 Porous Material

1.2.23 Pressure Differential Measuring Instrument

1.2.24 Semi-porous Material

1.2.25 Ventilation System Mold Remediator Qualifications (VSMR)

1.2.26 Work Area

1.3 REQUIREMENTS

1.3.1 Description of Work

1.4 SUBMITTALS

1.4.1 Preconstruction Submittals

1.4.1.1 Preliminary Visual Assessment Report

1.4.1.2 Microbial Remediation Plan

1.4.1.3 Respiratory Protection Program

1.4.1.4 Worker Records

1.4.1.5 Certified Industrial Hygienist (CIH)/Industrial Hygienist

(IH) Qualifications

1.4.1.6 Microbial Remediation Supervisor Qualifications

1.4.2 Product Data

1.4.3 IH Daily Reports

SECTION 02 85 00 Page 1

1.4.4 Submittals at Completion of Remediation Work

1.5 RECORD KEEPING

1.5.1 Daily Project Log

PART 2 PRODUCTS

2.1 DISINFECTANTS, BIOCIDES, SANITIZING SOLUTIONS AND FUNGICIDAL

AGENTS, (EPA)

2.2 HAZARD COMMUNICATION

PART 3 EXECUTION

3.1 EQUIPMENT

3.1.1 Respirators

3.1.2 Protective Clothing

3.1.3 Warning Signs and Labels

3.1.4 Dehumidifiers

3.1.5 Air Filtration Units (AFU)

3.1.6 Vacuum Cleaners Equipped with HEPA Filters

3.2 GENERAL REQUIREMENTS

3.2.1 Pre-Microbial Remediation Work Conference

3.2.2 Containment Entry / Exit Procedure

3.3 REMOVAL PROCEDURES

3.3.1 Protection of Existing Work Areas

3.3.2 Remediation of Fungally Contaminated Building Materials

3.3.3 Remediation Procedures

3.3.3.1 Remediation of Non-Porous Materials

3.3.3.2 Porous Materials

3.4 DETAILED SEQUENCE OF WORK FOR MOLD REMOVAL UNDER CONTAINMENT

3.4.1 Preparation for Remediation Work

3.4.2 Demolition

3.4.3 Post-Demolition Inspection

3.4.4 Cleaning after Demolition, and Cleaning of Settled Spores from

Porous / Non-Porous Materials

3.5 FIRE PROTECTION

3.6 CONSTRUCTION BARRIERS

3.7 QUALITY ASSURANCE / QUALITY CONTROL REQUIREMENTS

3.7.1 Contractor Qualifications

3.7.2 Waste Management and Removal

3.7.3 Post-Remediation Inspection

3.7.3.1 Clearance

3.8 CLEAN-UP AND DISPOSAL

3.8.1 Disposal of Material

3.8.2 Material Packaging

3.8.3 Building Exit (Waste Disposal)

3.8.4 Hazardous Material

3.9 APPENDICES

ATTACHMENTS:

Microbial Assessment Visual Field Report Form

SECTION 02 85 00 Page 2

SECTION 02 85 00

MOLD REMEDIATION

11/18

PART 1 GENERAL

1.1 REFERENCES

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

AMERICAN INDUSTRIAL HYGIENE ASSOCIATION (AIHA)

AIHA IMOM08-679 (2008) Recognition, Evaluation, and Control of Indoor Mold

AMERICAN SOCIETY OF SAFETY ENGINEERS (ASSE/SAFE)

ASSE/SAFE Z9.2 (2012) Fundamentals Governing the Design and Operation of Local Exhaust Ventilation Systems

INSTITUTE OF INSPECTION, CLEANING, AND RESTORATION CERTIFICATION

(IICRC)

ANSI/IICRC S520 (2015) Standard and Reference Guide for Professional Mold Remediation

IICRC S500 (2015) Standard and Reference Guide for Professional Water Damage Restoration

NAVY AND MARINE CORPS PUBLIC HEALTH CENTER (NMCPHC)

IHFOM, CH 13, Sec. 3 (2015) Mold Cleanup, Remediation, and Clearance Sampling

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

29 CFR 1910.134 Respiratory Protection

29 CFR 1926.1101 Asbestos

29 CFR 1926.59 Hazard Communication

29 CFR 1926.62 Lead

UNDERWRITERS LABORATORIES (UL)

UL 586 (2009; Reprint Dec 2017) UL Standard for Safety High-Efficiency Particulate, Air Filter Units

SECTION 02 85 00 Page 3

1.2 DEFINITIONS

1.2.1 AIHA

American Industrial Hygiene Association.

1.2.2 AIHA EMLAP

American Industrial Hygiene Association's Environmental Microbiology Laboratory Accreditation Program

1.2.3 AFU

Air filtration unit with High Efficiency particulate air (HEPA) filtered vacuum and exhaust ventilation equipment with a filter system capable of collecting and retaining microbial contamination ASSE/SAFE Z9.2. Filters must retain 99.97 percent of particles 0.000012 inches or larger as indicated in UL 586.

1.2.4 Categories of Water

Category 1 Water: Water that originates from a sanitary water source and does not pose a substantial risk from dermal, ingestion, or inhalation exposure. IICRC S500

Category 2 Water: Water that contains significant contamination and has the potential to cause discomfort or sickness if contacted or consumed by humans. Can contain potentially unsafe levels of microorganisms or nutrients for microorganisms as well as other organic or inorganic matter.

IICRC S500

Category 3 Water: Water that is grossly contaminated and can cause significant adverse reactions to humans if contacted or consumed.

IICRC S500

1.2.5 Certified Industrial Hygienist (CIH)

An individual that has been certified by the American Board of Industrial Hygiene (ABIH), with professional qualifications and experience as required for an industrial hygienist, as presented in the definition of "Industrial Hygienist."

1.2.6 Complete Interior Building Demolition (Complete Gut)

Interior finishes of the building have been removed to expose basic structural elements.

1.2.7 Containment

Physical separation and engineering controls required to prevent contamination of undamaged materials and occupied areas. The level of containment varies depending on the extent of the contamination.

1.2.7.1 Source Containment

Use when the contaminated surface area is less than 10 square feet, in both residential and non-residential buildings. At a minimum, source containment will include the following (ANSI/IICRC S520):

SECTION 02 85 00 Page 4

a. Isolation of Work Areas. Install polyethylene barriers to isolate the areas or material to be demolished / remediated from non-remediation areas.

b. Floor protection. Maintain protection for finished floors through all construction activities.

c. HEPA vacuum to control dust created during the demolition. Hold HEPA vac intake at source of dust.

1.2.7.2 Unoccupied Building Containment

Use when a building is unoccupied and large amounts of mold growth are present throughout the building:

a. Containment. The containment consists of the entire building. Install AFUs with HEPA filters in the building. Configure the AFUs to recirculate within the active remediation area. AFUs must filter a minimum of four air changes per hour and a maximum of six air changes per hour based on the size of the area undergoing active remediation

(ANSI/IICRC S520).

b. Isolation of Work Areas. Install polyethylene barriers to isolate remediation areas from non-remediation areas. AFU discharge may be used to positively pressurize non-remediation areas from areas undergoing remediation to prevent the movement of spores into "clean" areas.

c. Floor Protection. Maintain protection for finished floors through all construction activities.

d. Protection for all items remaining in the containment. Protective devices must prevent physical damage (e.g., scratches and dents) and must provide a positive seal to prevent dust from settling in or on the items.

e. Decontamination. Construct a decontamination airlock for entry into and exit from the building.

f. Containment Entrance. Install a triple-flap poly "door" to be used during demolition to provide a good separation between containment and non-remediation areas of the house / building.

g. HVAC System. Seal off all supply and return vents. HVAC may need to be shut down to ensure proper seal of the vents. The vents shall be cleaned of visible mold/dust present on louver vents and walls. See photos in HAZMAT Report.

1.2.7.3 Cleaning Containment

For items being salvaged, set up a temporary containment structure to clean items removed from the containment. At a minimum, the cleaning area must contain:

a. Two chambers. Construct walls with polyethylene. Clean the items in the first chamber. Store the clean items in the second chamber.

b. Air Filtration / Pressurization Control Cleaning Chamber. Install AFUs with HEPA filters in the cleaning chamber. Configure the AFUs with

SECTION 02 85 00 Page 5 splitters / diverters to allow some of the air to recirculate within the containment. Discharge the remainder of the air directly to the outside to maintain an overall negative pressure in the containment of

0.02 inch water column minimum to 0.04 inch water column (maximum) relative to the storage chamber (AIHA IMOM08-679).

c. Air Filtration, Storage Chamber. Install AFUs with HEPA filters in the…

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