saxon street wtp storage building re-purposing add-1-1
TRANSCRIPT
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING ADD-1-1
Addendum #1 Wiedeman and Singleton, Inc. August 14, 2020
ADDENDUM NO. 1
TO CONTRACT, BONDS AND SPECIFICATIONS
SAXON STREET WATER TREATMENT PLANT STORAGE BUILDING RE-PURPOSING FOR
THE COMMISSION OF PUBLIC WORKS OF
THE CITY OF LAURENS, SOUTH CAROLINA
Bids Received until 2:00 PM, Local Time, August 20, 2020
ACKNOWLEDGE RECEIPT OF THIS ADDENDUM BY INSERTING ITS NUMBER IN THE PROPOSAL; FAILURE TO DO SO MAY SUBJECT BONA FIDE BIDDER TO DISQUALIFICATION. THIS ADDENDUM FORMS A PART OF THE PROJECT DOCUMENTS; IT MODIFIES THEM AS FOLLOWS:
TECHNICAL SPECIFICATIONS
SECTION 00 01 00 TABLE OF CONTENTS Page 1 of 4 and Page 4 of 4
Modify the Table of Contents to include: “02 65 00 – Underground Storage Tank Removal” and “Asbestos Abatement Plan” prepared by Terracon dated August 4, 2020 into Appendix A
SECTION 02 65 00 UNDERGROUND STORAGE TANK REMOVAL Page 1 to 5
Add Specification 02 65 00 – Underground Storage Tank Removal
SECTION 05 51 50 LADDERS Paragraph 2.5.H Page 4 of 6
Replace the paragraph of this Section with the following: “H. Rail and Harness Fall Arrest System: Permanently mounted to ladder rungs and complete with necessary components as follows:
1. All fixed ladders shall be equipped with a flexible cable ladder fall prevention system designed to provide protection against falling for persons connected to the system while climbing the fixed ladder and shall be 3M DBI-SALA Lad-Saf Cable Vertical Safety System.
2. Fall prevention system shall be complete including top and bottom brackets, 3/8-inch diameter carrier cable and non-metallic “L” shaped cable guides.
3. The system when installed shall meet the OSHA and ANSI requirements, including ANSI A14.3.
4. Fall prevention system shall be the products of a single manufacturer and a complete system. Substitution of equipment
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING ADD-1-2
Addendum #1 Wiedeman and Singleton, Inc. August 14, 2020
from multiple manufacturers is not permitted.
5. Provide installation and service labels for each fall prevention system installed.
6. Fall prevention system including cable for exterior applications shall be galvanized.
7. Top brackets and bottom shall allow for direct connection to the ladder.
8. Top brackets shall include internal shock absorber assembly and shall extend 4' above the top ladder rung.
9. Cable guides shall be positioned along the carrier cable between the top and bottom brackets and at any point along the system where the cable may abrade against the structure.
10. Provide a ladder safety sleeve. “
SECTION 05 60 00 MISCELLANEOUS METALS Paragraph 2.1.D Page 3 of 9
Modify the paragraph of this Section as follows: “D. Fall Prevention
1. The fall prevention system shall be 3M DBI-SALA Lad-Saf Cable Vertical Safety System.
2. Substitutions: Section 01 60 00 - Product Requirements”
SECTION 05 60 00 MISCELLANEOUS METALS Paragraph 2.2.F Page 4 of 9
Replace the paragraph of this Section with the following: “F. Fall Prevention System:
1. All fixed ladders shall be equipped with a flexible cable ladder fall prevention system designed to provide protection against falling for persons connected to the system while climbing the fixed ladder and shall be 3M DBI-SALA Lad-Saf Cable Vertical Safety System.
2. Fall prevention system shall be complete including top and bottom brackets, 3/8-inch diameter carrier cable and non-metallic “L” shaped cable guides.
3. The system when installed shall meet the OSHA and ANSI requirements, including ANSI A14.3.
4. Fall prevention system shall be the products of a single manufacturer and a complete system. Substitution of equipment from multiple manufacturers is not permitted.
5. Provide installation and service labels for each fall prevention system installed.
6. Fall prevention system including cable for exterior applications shall be galvanized.
7. Top brackets and bottom shall allow for direct connection to the ladder.
8. Top brackets shall include internal shock absorber assembly
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING ADD-1-3
Addendum #1 Wiedeman and Singleton, Inc. August 14, 2020
and shall extend 4' above the top ladder rung.
9. Cable guides shall be positioned along the carrier cable between the top and bottom brackets and at any point along the system where the cable may abrade against the structure.
10. Provide a ladder safety sleeve. “
QUESTIONS AND ANSWERS
In response to questions that have been formally submitted by bidders, responses are provided as follows and form a part of the Contract Documents:
Bid Date: THURSDAY AUGUST 20, 2020 @ 2:00 PM8/14/2020 14:06
Question # Question Answer
1 Can you give me a brief description of the work?
This project consists of re-purposing an existing masonry maintenance shop (approximate 1640 sf) at the Saxon Street Water Treatment Plant to an Administrative Building, including interior upfit, electrical, HVAC, plumbing, concrete retaining walls, site improvements, utility relocation, etc.
2 Can you give me an estimated value of this project? The budget is $550,000 to $650,000.
3 Could you please let me know where I could download bid documents The bid documents can be viewed and ordered online from Duncan-Parnell's online bid room: www.dpibidroom.com
4 Checking to see if there’s a need for shoring gear and if yes, how to get the list of interested bidders regarding your Saxon Street Water Treatment Plant Building project
Refer to the Duncan-Parnell online bid room for a list of plan holders and the drawings for the utility and excavation requirements for the project.
5 Will there be a pre-bid conference for this project....if so can you please tell me what date and time....and also if the pre-bid is mandatory There will not be a pre-bid meeting for this project.
6 Please provide specifications for Glazing requirements Refer to Specification 08 85 13 for requirements for Glazing Sealants.
7 Please provide clarification and specifications for Fire Alarm work that is required in the building. A fire alarm system is not required.
8 Are specifications available for the aluminum doors Refer to Specification 08 41 13 for requirements for Aluminum-framed Entrances & Storefront.
9 I would like to propose a RidgeRock retaining wall system in lieu of the designed concrete retaining wall system for this project. The project should be bid per the drawings with the concrete retaining wall.
10 I wanted to follow up with you in regards to the Fall Protection Plan (Lad Saf Ladder Lifeline). I would like to provide a proposal for these items if possible.
Refer to Specification 05 51 50 for requirements for cable type fall prevention system for the ladder for the project. Specification 05 60 00 will be revised by Addenda to include a cable type fall prevention system.
QUESTIONS FROM BIDDERS
Update:
Saxon Street Water Treatment Plant Storage Building Re-purposing
W&S Project No. 049-19-120
FORLCPW, Laurens, SC
NOTES:
1. Company Names and Trade Names have been removed from the questions. The answers contain trade names only to refer to existing installations. These inclusions do not represent an endorsement of the product or the company.2. Questions from sales representatives have been edited where appropriate for brevity.3. Questions from General Contractors have been left untouched.4. Significant Changes in answers previously posted are marked in red.
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING SECTION 02 65 00 LAURENS COMMISSION OF PUBLIC WORKS UNDERGROUND STORAGE TANK REMOVAL
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SECTION 02 65 00
UNDERGROUND STORAGE TANK REMOVAL
1.1 SUMMARY
A. The Contractor will be responsible for the removal of the following tank system(s) 1. An underground 1,000-gallon petroleum/fuel oil storage tank. The presence of the tank has
not been confirmed but is presumed to exist because of a visible vent pipe. The vent/presumed tank are located within the excavation for the retaining wall. If required, the Contractor shall completely remove and dispose of the existing underground storage tank system. Removal work shall include demolition and removal of underground tank, associated oil and petroleum products, and all other incidentals to complete the work as required.
2. Contractor shall remove and dispose of oil and petroleum contaminated soils as designated by the Owner.
3. The tank is expected to be empty but may include fuel residues, sludges, and other solids or liquids. The Contractor shall remove and dispose of these materials whether flammable or not, and whether existing or generated by Contractor’s cleaning activities. Contractor shall provide all labor, material, equipment, and services to completely empty, clean, and transport all tank contents in accordance with Federal, State and local regulations, and in such a manner that contents are not discharged to the local environment. Contractor shall perform pump-out, recovery, removal, legal disposal, and clean-up of all fuel residues remaining in the existing tank.
4. Contractor shall be responsible for backfilling and compaction testing of the excavation to remove the tank/soils and restoring the excavation to pre-existing conditions for construction of the retaining walls.
5. The Contractor shall obtain and pay for all local and state permits required for removal and disposal of the tank and soils.
B. Related Sections: 1. Section 02 41 16 - Structure Demolition: Demolition of utilities and other underground
items. 2. Section 31 00 00 – Earthwork
1.2 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Written plan describing in detail the procedures used to remove and dispose of any remaining liquid from the underground storage tank; cleaning, removing and disposing of the underground storage tank; and disposal of oil and petroleum contaminated soils as designated by the Owner.
C. Certification documents that personnel are qualified for UST closures. Submit documentation of past UST closures successfully completed by the Contactor.
1.3 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
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B. After completion of the tank removal, provide a final report documenting removal, transportation and disposal activities. The document shall include the following: 1. Photographic documentation of the work. 2. Lab and field results. 3. Copies of all certifications and permits for the disposal facilities required by State and
Federal regulatory agencies to receive and dispose of the liquid and solid wastes resulting from the performance of the work
4. Documentation/manifest of disposal of tank at an approved disposal site. 5. Documentation/manifest of disposal of liquid material, if any, to an approved disposal site. 6. Documentation/manifest of disposal of contaminated soil at an approved disposal site.
1.4 PRE-DEMOLITION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre-demolition meeting.
B. Convene minimum one week prior to commencing work of this section.
1.5 QUALITY ASSURANCE
A. Underground storage tank removal and disposal shall comply with the following: 1. American Petroleum Institute (API) recommended Practice 1604. 2. United States Environmental Protection Agency (EPA), 40 CFR Part 280. 3. United States Environmental Protection Agency (EPA), Test Methods for Petroleum
Hydrocarbons, SW-846. 4. OSHA Standards 29 CFR Part 1910 and 1926. 5. South Carolina DHEC Regulation 61-92, Underground Storage Tank Control Regulations
1.6 SEQUENCING
A. Section 01 10 00 - Summary: Requirements for sequencing.
1.7 SCHEDULING
A. Section 01 30 00 - Administrative Requirements and 01 32 16 - Construction Progress Schedule: Requirements for scheduling.
B. Schedule work to coincide with new construction.
1.8 MEASURENT AND PAYMENT
A. See the Bid Form.
B. Measurement and payment shall be by the unit price for the work item completed. 1. If so directed by the Engineer, the Contractor shall remove and dispose of the underground
1,000-gallon petroleum/fuel oil storage tank and oil and petroleum contaminated soils as designated by the Owner. a. Reimbursement for the removal and disposal of the underground 1,000-gallon
petroleum/fuel oil storage tank shall be via extra work and shall include the complete removal and disposal of the existing underground storage tank system and other
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING SECTION 02 65 00 LAURENS COMMISSION OF PUBLIC WORKS UNDERGROUND STORAGE TANK REMOVAL
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incidentals and for backfilling and compaction testing of the excavation to pre-existing conditions for construction of the retaining walls. As required, includes the recovery, removal, legal disposal, and clean-up of all fuel residues remaining in the existing tank.
b. Reimbursement for the removal and disposal of petroleum impacted soils, where designated by the Engineer and Owner, shall be via extra work and shall include removal, proper disposal and replacement of the soils with compacted and tested backfill.
1.9 SAFETY AND PRECAUTION
A. The Contractor shall determine the appropriate level of personal protection for all workers associated with work performed under this section to ensure health and safety of all personnel, including subcontractors, engaged in the tank removal activities.
B. The Contractor shall provide Personal Protective Equipment (protective suits, gloves, boots, hard hats, respiratory equipment etc.) for all workers as required for protection against exposure to contamination. Contractor shall determine the required level of personal protective equipment during each phase of the work. Contractor shall ensure his/her personnel are properly trained to use these items. Contractor shall follow all OSHA requirements.
C. Personnel working in the general vicinity of the USTs shall be trained and thoroughly familiar with the safety precautions, procedures, and equipment required for controlling the potential hazards associated with this work. Personnel shall use proper protection and safety equipment during work around the storage tank.
D. The area surrounding the tank and/or tank excavation shall be secured by temporary fence to protect building occupants, visitors and workers.
E. The Contractor shall eliminate all potential sources of ignition from the area, including but not limited smoking materials, nonexplosion proof tools, electrical equipment, and internal combustion equipment.
F. The Contractor shall provide and maintain an adequate supply of fire extinguishers and other required safety equipment in close proximity to all tank cleaning and removal activities.
G. The Contractor shall test interior UST spaces and surrounding excavation areas to detect dangerous vapor levels until the USTs are removed from the project site.
H. Prior to ending operations on any work day or at any time the Contractor is not on site, the Contractor shall secure all areas of work in a safe manner to the satisfaction of the Engineer and Owner.
1.10 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.
B. Conduct demolition to minimize interference with adjacent and occupied structures and areas.
C. Coordinate demolition work with new construction.
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING SECTION 02 65 00 LAURENS COMMISSION OF PUBLIC WORKS UNDERGROUND STORAGE TANK REMOVAL
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D. Coordinate and sequence demolition so as not to cause shutdown of operation of surrounding areas.
PART 2 PRODUCTS Not Used
PART 3 EXECUTION
A. All work shall be conducted in accordance with the applicable standards of the latest edition of the American Petroleum Institute (API) Recommended Practice 1604 “Closure of Underground Petroleum Storage Tanks.
3.2 DEMOLITION
A. Contractor shall locate and identify the tank to be closed; Contractor is responsible for determining exact location of underground work
B. The Contractor shall remove all flammable or combustible liquids, petroleum-impacted liquids, wash water, and/or sludge remaining in the tank. The Contractor is responsible for the collection, transfer, storage, transportation, and disposal of all materials removed from the tank.
C. All flammable or combustible liquids, petroleum-impacted-liquids, and/or sludge removed from the system by the Contractor shall be disposed of by the Contractor in accordance of all applicable Federal, State, and local codes and regulations.
D. The Contractor shall avoid spilling any petroleum/fuel oil during the tank removal process. The Contractor is responsible for the cleanup and remediation of any and all releases of petroleum/fuel oil to the environment that occur during that tank removal process.
3.3 UNDERGROUND STORAGE TANK CLEANING AND REMOVAL
A. Perform frequent combustible gas meter readings of the tank interior atmosphere during preparation, cleaning, storage, and removal. Monitor atmosphere as required to ensure that there is never the potential for fire or explosion. Prevent vapors from accumulating at ground level. Keep all tanks properly vented until ready to remove them from the excavation.
B. Clean and remove all flammable vapors from the tank to levels suitable for the safe removal of the tank. Once the tank is cleaned and inert then carefully excavate around the tank, exposing as much of the tank as possible, to allow for a visual inspection of the tank surface to identify possible holes, cracks, etc. and other evidence that a leak may have occurred. Remove the tank out of the excavation, place on a level surface, and block the tank to prevent movement. The exterior of each tank and pipe shall be cleaned, and if contaminated soil or groundwater conditions exist, the cleaning wastes contained for proper disposal.
C. Continue to excavate soils around the tank to permit removal. Petroleum-impacted soils and non-impacted soils must be segregated into separate piles. All excavated materials shall be placed on
SAXON STREET WTP STORAGE BUILDING RE-PURPOSING SECTION 02 65 00 LAURENS COMMISSION OF PUBLIC WORKS UNDERGROUND STORAGE TANK REMOVAL
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double layers of 6-mil or thicker polyethylene sheeting. Cover and securely anchor with polyethylene sheeting all soils at the end of the work day.
D. The tank shall be rendered unusable and shall be removed from the site and disposed of in accordance with all applicable regulations at an approved disposal facility. All cutting shall be done in such a way, and using such tools and equipment as to prevent generation of sparks of flame.
3.4 PETROLEUM IMPACTED SOIL
A. If during the tank removal, evidence of a past or ongoing release is discovered, notify the Engineer and Owner.
B. The extent of contaminated soil removal by the Contractor shall be determined by a testing firm to be retained by the Owner. Soils will be sampled and analyzed by the Owner. Contractor shall exercise care to preserve the material below and beyond the limits of excavation. Where excavation is carried out, through error, below indicated grade or beyond the lines of excavation, the Contractor shall backfill to the indicated grade and compact with approved fill at no additional cost to the Owner.
C. All petroleum or petroleum saturated soils identified from the tank excavation by the Owner shall be removed and disposed of by the Contractor in accordance with all Federal, State and local regulations and requirements. The Contractor is responsible for the proper transportation and proper disposal of the soils at an approved disposal facility.
D. Pending analysis by the Owner, segregated soils shall be maintained on-site on impermeable plastic sheeting and covered with plastic sheeting so as to prevent run-off or run-on of rainwater. Stockpiled materials shall be inspected daily to assure integrity of the plastic liner and cover
3.5 PROTECTION OF FINISHED WORK
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for protecting finished Work.
END OF SECTION
Asbestos Abatement Plan
LAURENS CPW MAINTENANCE BUILDING
201 SAXON STREET
LAURENS, SOUTH CAROLINA
August 4, 2020
Terracon Project No. 86207131
Prepared for:
Wiedeman and Singleton, Inc.
Rock Hill, South Carolina
Prepared by:
Terracon Consultants, Inc.
Greenville, South Carolina
_________________________
Jeffrey A. Gurrie, CIH
SCDHEC Asbestos Designer #22728
TABLE OF CONTENTS
WORK REQUIREMENTS Page Number
1.0 GENERAL REQUIREMENTS ............................................................................ 1
1.1. Background Information............................................................................... 1 1.2. Scope of Work ............................................................................................. 1 1.3. Contractor Use of Premises ......................................................................... 3 1.4. Coordination ................................................................................................ 4 1.5. Pre-Construction Conference ...................................................................... 6
1.6. References .................................................................................................. 6 1.7. Definitions .................................................................................................... 7 1.8. Submittals .................................................................................................. 11
1.9. Daily Reports ............................................................................................. 12 2.0 PRODUCTS ..................................................................................................... 13
2.1. Materials .................................................................................................... 13 2.2. Equipment ................................................................................................. 14
3.0 EXECUTION .................................................................................................... 16 3.1. Construction of Worker/Equipment Decontamination Systems ................. 16
3.2. Asbestos Work Area Preparation (General) .............................................. 16 3.3. Asbestos Work Area Preparation (Non-Friable Materials) ......................... 17 3.4. Asbestos Removal (Window Glazing Compound) ..................................... 17
3.5. Asbestos Removal (Roofing) ..................................................................... 18 3.6. Decontamination of Work Areas ................................................................ 18
3.7. Disposal of Asbestos Material and Contaminated Debris .......................... 19 3.8. OSHA Required Air Monitoring .................................................................. 20
3.9. Clearance Air Monitoring ........................................................................... 20
APPENDIX A - Asbestos Survey Report
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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1.0 GENERAL REQUIREMENTS
1.1. Background Information
Terracon Consultants, Inc. (Terracon) conducted an asbestos and lead-based paint survey
on the Laurens CPW Maintenance Building located at 201 Saxon Street in Laurens, South
Carolina. This structure is planned for renovation. The following Plan outlines work
practices required by South Carolina Department of Health and Environmental Control
(SC DHEC) Asbestos Regulation 61-86.1 to meet the requirements for an asbestos project
design. Other federal and state regulations are included by reference and shall also apply.
General provisions of the Contract, including General and Supplementary Conditions and
other Specification sections prepared by Wiedeman and Singleton, Inc. or Laurens CPW,
apply to Work of this section. In case of conflict between this plan and the contract
documents the more explicit or stringent shall apply.
The Owner for this project is Laurens CPW and is referred to throughout this Plan as
“Owner.” Wiedeman and Singleton, Inc. may also fulfill the role of Owner for the purpose
of this Plan.
The Owner’s authorized representative for the purposes of asbestos abatement is referred
to as Engineer, Designer, or Air Monitoring Firm throughout the Plan. The Engineer,
Designer, or Air Monitoring Firm (Terracon) will advise and consult with the Owner.
The Contractor is the person or entity identified as such in the Owner-Contractor
Agreement and is referred to throughout the Plan as “Contractor.” The term Contractor
means the Asbestos Abatement Contractor for the purposes of this Plan. The Owner will
contract with a qualified abatement Contractor.
1.2. Scope of Work
1.2.1. The scope of work includes the cleaning, removal, and disposal of identified
asbestos-containing materials (ACM) that are affected by renovations at this site.
Asbestos was detected or assumed in samples of the following materials:
▪ Pink and white window glazing compound (1.1% anthophyllite) on the windows
throughout; and,
▪ Flashing and gray roof sealant (5% chrysotile) on the roof.
A copy of Terracon’s Asbestos Survey Report is attached for additional details.
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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All quantities estimated in the inspection report shall be field verified by
the Contractor.
1.2.2. The following removal work practices are required for the identified ACM.
Additional requirements are provided in Section 3.0.
Material Full
Containment
Non-
Friable
Removal
Notes
Window Glazing
Compound
No Yes
(See
notes)
Damaged material shall be HEPA
vacuumed initially. Removal of window
glazing compound may be removed as a
component if other renovation
specifications allow for the complete
removal of windows.
Roof Flashing No Yes The removal of asbestos-containing
roofing materials shall be coordinated with
the roofer to limit water infiltration into the
building. The entire roof system will be
replaced.
1.2.3. The Contractor shall stage work in a clear and organized manner.
1.2.4. Authorized workers: All workers performing work within asbestos work areas at
this site must be licensed by SC DHEC with an appropriate asbestos credential.
1.2.5. Asbestos-containing material found to extend from the designated areas into,
through, above, or below walls, ceilings, roofs, behind paneling, above ceilings, or
other barriers is also included in this specification.
1.2.6. Discovery of other hazardous materials. If hazardous materials, such as
chemicals, or other hazardous materials are discovered during the course of the
work other than asbestos debris, the Contractor shall cease work in affected area
and immediately assess the area. The Owner shall be notified within the work shift
of discovery.
1.2.7. The Contractor shall assume full responsibility and liability for the compliance with
all applicable federal, state and local regulations pertaining to work practices,
hauling, disposal, and protection of workers, visitors to the site, and persons
occupying areas adjacent to the site. The Contractor is responsible for providing
medical examinations and maintaining medical records of personnel as required
by the applicable federal, state, and local regulations. The Contractor shall hold
the Owner, Architect, and Engineer/Air Monitoring Firm harmless for failure to
comply with any applicable work, hauling, disposal, safety, health or other
regulation on the part of himself, his employees, or his subcontractors.
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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1.2.8. Contractor must furnish all permits, labor, material, services, insurance, tools,
equipment (including, but not limited to, power and water), and notifications in
accordance with EPA, OSHA, State, and all other applicable agencies to complete
removal of asbestos containing materials from the structures. It is the Contractors’
responsibility to be aware of and obtain all permits necessary to complete the
scope of work.
1.2.9. Where in the performance of the Work, workers, supervisory personnel,
subcontractors, or consultants may encounter, disturb, or otherwise function in the
immediate vicinity of any identified asbestos-containing materials, take appropriate
continuous measures as necessary to protect all building occupants from the
potential hazard of exposure to airborne asbestos. Such measures will include the
procedures and methods described herein, and compliance with regulations of
applicable federal, state and local agencies.
1.2.10. The Contractor is responsible for all costs, including additional visits, should the
Air Monitoring Firm determine that the Contractor failed a final inspection.
Notification and scheduling of the final inspection during the project is the
responsibility of the Contractor. The Contractor will allow a minimum notice of 48
hours unless the designer and the Contractor agree upon a different time frame.
1.2.11. In event of any apparent conflict among codes, standards, or this Plan, the
Contractor shall refer the conflict to the Owner or Engineer for written resolution.
1.3. Contractor Use of Premises
1.3.1. The Contractor shall limit their use of the premises to the work indicated. The
Contractor is responsible for securing all points of ingress/egress to the buildings.
1.3.2. Use of Site: Confine operations at the site to the areas permitted under contract.
Portions of the site beyond areas on which work is indicated are not to be
disturbed. Conform to site rules and regulations affecting the work while engaged
in project construction.
1.3.3. Driveways and Entrances: Keep driveways and entrances adjacent to the
premises clear and available to the Owner. Do not use these areas for parking or
storage of materials. Schedule deliveries to minimize space and time
requirements for storage of materials and equipment on-site. All vehicles must be
parked in areas approved by the Owner.
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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1.3.4. The Contractor at all times shall keep the premises free from accumulation of
waste materials or rubbish caused by his operations. At the completion of the work
the Contractor shall leave the Project in a clean and orderly condition, including
removing all his waste materials and rubbish from and about the Project as well as
all his tools, construction equipment, machinery, and surplus materials.
1.3.5. Title to Materials: All materials resulting from demolition work, except as specified
otherwise, shall become the property of the Contractor and shall be disposed of as
specified herein.
1.4. Coordination
1.4.1. Coordinate construction operations included in various Sections of these
Specifications to assure efficient and orderly completion of each part of the Work.
Coordinate construction operations included under different Sections that depend
on each other for proper installation, connection, and operation.
1.4.2. Develop a directory of all entities involved in the project. Include the Contractor's
principal staff assignments, including the Superintendent and other personnel in
attendance at the site. Identify individuals, their duties and responsibilities. List
business name, contact person, normal business and emergency telephone,
pager and fax numbers and addresses.
1.4.2.1. Supervisor. All supervisors on the project shall have a minimum of two years
experience in the administration and supervision of asbestos abatement
projects including work practices, protective measures for building and
personnel, disposal procedures, etc. One supervisor shall be provided for
every 10 workers inside each containment. A minimum of one supervisor
shall be provided per asbestos abatement work area.
1.4.2.2. The Contractor shall have at least one employee on the jobsite in either a
foreman, supervisor, and/or competent person position that is fluent in
English and also fluent in any necessary languages to effectively
communicate with abatement personnel who do not fluently speak
English. That person must be on site at all times as long as non-English
speaking personnel are working on site.
1.4.2.3. A competent person, as defined in the OSHA asbestos standard 29 CFR
1926.1101, employed by the Contractor must be outside each work area at
all times to monitor activity, ensure containment security, provide information
to visitors, and provide access to the work area. The competent person,
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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employed by the Contractor, shall be bilingual in the appropriate languages
when employing workers who do not speak fluent English.
1.4.3. Notify other entities at the job site of the nature of the asbestos abatement
activities, location of asbestos-containing materials (ACM), requirements relative
to asbestos set forth in these specifications and applicable regulations. Advance
notification will be made to: the Owner; employees who will perform asbestos
abatement work or related activities or who will be in the work area during the
course of the work of this contract; and, employers of employees who work and/or
will be working in adjacent areas during the course of the work of this contract.
1.4.4. Notify emergency service agencies (not less than 10 days prior to start) including
fire, ambulance, police or other agency that may service the abatement work site
in case of an emergency. Notification is to include methods of entering work area,
emergency entry and exit locations, modifications to fire notification or fire-fighting
equipment, and other information needed by agencies providing emergency
services.
1.4.5. Contingency Plan: Prepare a contingency plan for emergencies or any other event
that may require breaching of work area containment or modification or
abridgement of decontamination or work area isolation procedures. Include in this
plan procedures for performing electrical and mechanical repairs inside
containment after abatement work has begun. Include in plan specific procedures
for decontamination or work area isolation. Note that nothing in this specification
should impede safe exiting or providing of adequate medical attention in the event
of an emergency. Items to be addressed in the plan include, but are not limited to
the following:
1. Fire
2. Accident
3. Life threatening injury
4. Non-life threatening injury
5. Rescue
6. Power Failure
7. Pressure differential system failure
8. Breach of containment
9. Electrical faults or shock
10. Excessive heat / cold (if/when such limits are specified)
11. Supplied air system failure
12. Water leaks
13. Waste spills
14. Unauthorized entry into work area
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15. Elevated air samples outside of containment
16. Repairs inside containment
17. Toxic releases
1.5. Pre-Construction Conference
1.5.1. A separate progress meeting, recognized as "Pre-Construction Conference" will
be convened by the Owner prior to start of any asbestos abatement. The
preconstruction conference will be scheduled before start of asbestos abatement,
at a time convenient to the Owner Meet at the project site, via teleconference, or
as otherwise directed, with General Superintendent, Owner, and other entities
concerned with the asbestos abatement work.
1.5.2. Attendees: Authorized representatives of the Owner and their consultants may be
in attendance. An authorized representative of the Contractor and its
superintendent; major subcontractors; manufacturers; suppliers; and other
concerned parties shall attend the conference. All participants at the conference
shall be familiar with the Project and authorized to conclude matters relating to the
Work.
1.6. References
1.6.1. Except to the extent that more explicit or more stringent requirements are written
directly into the contract documents and abatement plan, all applicable codes,
regulations, and standards have the same force and effect (and are made a part
of the central documents by reference) as if copied directly into the contract
documents, or as if published copies are bound herewith.
1.6.2. The current issue of each regulation, code and standard shall govern. Where
conflict among requirements or with these specifications exists, the more stringent
requirements shall apply.
1.6.3. U.S. Department of Labor, Occupational Safety and Health Administration,
(OSHA), including but not limited to:
1. Occupational Exposure to Asbestos, Tremolite, Anthophyllite, and Actinolite:
Final Rules Title 29, Part 1910, Section 1001 and Part 1926, Section 1101, of
the Code of Federal Regulations.
2. Respiratory Protection: Title 29, Part 1910, Section 134 and Title 29, Part
1926, Section 103 of the Code of Federal Regulations.
3. Construction Industry: Title 29, Part 1926, of the Code of Federal Regulations.
4. Access of Employee Exposure and Medical Records: Title 29, Part 1910,
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Section 20 and Title 29, Part 1926, Section 33 of the Code of Federal
Regulations.
5. Specifications for Accident Prevention Signs and Tags: Title 29, Part 1910,
Section 145 of the Code of Federal Regulations.
6. Personal Protective Equipment: Title 29, Part 1910, Section 132 and Title 29,
Part 1926, Sections 95 through 107 of the Code of Federal Regulations.
7. Hazard Communication: Title 29, Part 1910, Section 1200 and Title 29, Part
1926, Section 59 of the Code of Federal Regulations.
8. Lead in Construction; Title 29, Part 1926, Section 62.
1.6.4. U.S. Environmental Protection Agency (EPA) including but not limited to:
1. Asbestos Abatement Project Rule: 40 CFR Part 763 Subpart G; as of July 1,
1991.
2. Regulations for Asbestos: Title 40, Part 61, Subpart A of the Code of Federal
Regulations.
3. National Emissions Standard for Asbestos: Title 40, Part 61, Subpart M
(Revised Subpart B); Code of Federal Regulations.
4. Hazardous Wastes: Title 40, Part 260-265.
1.6.5. American National Standards Institute (ANSI):
1. ASTM D1331 - 1989: Surface and Interfacial Tension of Solution of Surface-
Active Agents.
2. American National Standard for Respiratory Protection - Respirator Use-
Physical Qualifications for Personnel, Publication Z88.6-1984
3. Practices for Respiratory Protection - Publication Z88.2-1992
1.6.6. American Society for Testing and Materials (ASTM):
1. ASTM D-1331 - 1989: Surface and Interfacial Tension of Solution of Surface
Active Agents.
1.6.7. Underwriters Laboratories, Inc. (UL):
1. UL 586 - 1985 (Rev 1988): High-Efficiency Particulate, Air Filter Units.
2. E1368-90: Standard Practice for Visual Inspection of Asbestos Abatement
Projects
1.6.8. South Carolina Dept. of Health and Environmental Control (SCDHEC)
1. Regulation 61-86.1 Standards of Performance for Asbestos Projects.
1.7. Definitions
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1.7.1. Air Filtration Units: A local exhaust unit, utilizing high-efficiency particulate air
(HEPA) filtration and capable of maintaining a minimum negative pressure
differential of 0.02 inches of water within the containment barrier with respect to
that of the environment surrounding the containment barrier. The unit also cleans
recirculated air or generates a constant air flow from adjacent areas into the
abatement work area through the decontamination enclosure.
1.7.2. Air Pressure Monitoring: The process of measuring the air pressure differential
between the containment barrier and the surrounding area using inches of water
unit.
1.7.3. Amended Water: Water to which a surfactant (wetting agent) has been added to
increase the ability of the liquid to penetrate asbestos-containing materials (ACM).
1.7.4. Area Monitoring: Sampling of asbestos fiber concentrations within the asbestos
control area and outside the asbestos control area which is representative of the
airborne concentrations of asbestos fibers that may reach the breathing zone of
personnel potentially exposed to asbestos.
1.7.5. Asbestos: A group of naturally occurring minerals that separate into fibers. There
are six asbestos minerals used commercially: chrysotile; amosite; crocidolite;
tremolite; anthophyllite; and actinolite.
1.7.6. Asbestos Control Area: An area where asbestos removal operations are
performed which is isolated by physical boundaries to prevent unauthorized entry
of personnel and to prevent the spread of asbestos dust, fibers, or debris.
1.7.7. Asbestos-Containing Material (ACM): Any material containing more than 1%
asbestos by volume of any type or mixture of types.
1.7.8. Asbestos Fibers: Asbestos fibers having a length to diameter ratio of at least 3:1
and is 5 micrometers long or longer, as analyzed by Phase Contrast Microscopy
utilizing NIOSH Method 7400.
1.7.9. Asbestos Permissible Exposure Limit: The limit is 0.1 fibers per cubic centimeter
of air as an 8-hour time weighted average as determined by 29 CFR 1926.1101.
1.7.10. Competent Person: One who is capable of identifying existing asbestos, tremolite,
anthophyllite, or actinolite hazards in the work place and who has the authority to
take prompt corrective measures to eliminate them.
1.7.11. Critical Barrier: Those portions of the containment barrier which represent the
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minimum structural components necessary to maintain the asbestos removal area
in airtight isolation from the surrounding areas. Critical barriers shall be placed at
floors, windows, ventilation louvers and other openings as necessary to achieve
abatement work area isolation before putting up the double-layer plastic sheeting
containment enclosure within which abatement work is performed. If a temporary
plastic sheeting/stud wall must be erected, it shall be treated as a critical barrier.
The double-layer plastic sheeting containment enclosure shall then be erected on
that wall. Wrappings on lights, control boxes, etc., do not constitute part of the
critical barrier.
1.7.12. Encapsulant: A material applied after the removal of ACM or to the ACM-edges of
partially abated substrates which surrounds or embeds residual asbestos fibers in
an adhesive matrix to prevent their release into the atmosphere.
1.7.13. Equipment Decontamination and Waste Load Out System: A decontamination
area for waste materials and equipment, typically consisting of a designated area
of work area for HEPA vacuuming and wet wiping.
1.7.14. Friable Asbestos Material: Material that contains more than one percent asbestos
as determined using the method specified in Appendix A, Subpart F, 40 CFR Part
763 Section 1, Polarized Light Microscopy, that when dry can be crumbled,
pulverized, or reduced to powder by hand pressure.
1.7.15. Glove Bag: A pouch, typically constructed of a minimum 6 mil thick, 45 inches x
45 inches, transparent polyethylene or polyvinylchloride plastic, with inward
projecting sleeve gloves to abate ACM in a sealed micro-environment with
designated inlets for amended water and sealant application, and a HEPA filtered
vacuum unit attachment. The pouch has capacity for tool storage and to hold
removed ACM.
1.7.16. GFCI (Ground Fault Circuit Interrupter): A type of ground fault protection in areas
where personnel are at high risk of receiving electrical shocks (for example, in
damp locations); makes use of a device designed to trip at a ground current in the
milliampere range, i.e., very much below currents that are normally harmful.
1.7.17. HEPA Vacuum Equipment: High efficiency particulate air (HEPA) filtered
vacuuming equipment with a UL 586 filter system capable of collecting and
retaining asbestos fibers. Filters shall be of 99.97 percent efficiency for retaining
fibers of 0.3 micrometers or larger.
1.7.18. Impermeable Waste-Disposal Containers: Suitable to receive and retain any
asbestos-containing or contaminated material until disposal at an approved site.
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The containers shall be labeled in accordance with OSHA Regulation 29 CFR
1910.1001 and 29 CFR 1926.1101. Containers must be both water-tight and air-
tight.
1.7.19. Lockdown: Lockdown is the procedure of applying a protective coating or sealant
to a surface from which asbestos-containing material has been removed. Its
primary function is to control and minimize airborne asbestos fiber generation that
might result from any asbestos-containing residue on the substrate.
1.7.20. Negative Pressure System: A system in which static pressure in an enclosed
control area is lower than that of the environment outside the control area, as
specified herein.
1.7.21. Non-friable Asbestos Material: Material that contains more than one percent
asbestos as determined by the method specified in Appendix A, Subpart F, 40
CFR Part 763 Section 1, in which the fibers have been locked in by a bonding
agent, coating, binder, or other material so that the asbestos is well bound and
may not release fibers in excess of the asbestos permissible exposure limit during
any appropriate use, handling, storing, transporting, or processing. Non-friable
asbestos material may be hazardous and rendered friable during removal and
disposal procedures. Cutting, crushing, grinding and sanding will render non-
friable materials into a friable state.
1.7.22. Personnel Decontamination Unit System: A decontamination unit consisting of a
clean room, shower room, and equipment room separated by airlocks, thus making
a 5-stage system. This unit is attached to the regulated area.
1.7.23. Personal Monitoring: Sampling of asbestos fiber concentrations within the
breathing zone of an employee to determine the 8-hour time weighted average in
accordance with Appendix A of 29 CFR 1926.1101. The samples shall be
representative of the employee's work tasks. The breathing zone shall be
considered an area within 12 inches of the nose or mouth of an employee.
1.7.24. Regulated Area: An area established to demarcate areas where airborne
concentrations of asbestos, tremolite, anthophyllite, actinolite, or a combination of
these minerals exceed or can be expected to exceed the permissible exposure
limits. The regulated area may take the form of an enclosed control area or an area
demarcated to prohibit occupants from the vicinity of the area and prevent potential
exposure to asbestos, tremolite, anthophyllite, or actinolite.
1.7.25. Surfactant (Wetting Agent): A chemical wetting agent added to water to improve
penetration. The surfactant shall be a 50/50 mixture of polyoxyethylene ether and
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polyoxyethylene ester, or equivalent, mixed in a proportion of one fluid ounce to 5
gallons of water or as specified by the manufacturer. An equivalent surfactant shall
be understood to mean a material with a surface tension of 29 dynes/cm as tested
in accordance with ASTM D 1331.
1.7.26. Time Weighted Average (TWA): The TWA is an 8-hour time weighted average of
airborne concentration of fibers (5 micrometers or longer) per cubic centimeter of
air which represents the employee's 8-hour workday exposure as determined by
Appendix A of 29 CFR 1926.1101.
1.8. Submittals
1.8.1. The Contractor shall be responsible for obtaining and maintaining all permits and
certifications for the work. All permits and certifications shall be maintained onsite.
The Contractor shall submit permits and certifications to the Owner for
recordkeeping prior to final payment. Final payment will not be made until all
requested submittals have been reviewed and approved by the Owner.
1.8.2. Affidavits: Contractor’s affidavit of payment of debts and claims, affidavit of release
of liens, and consent of surety company to final payment.
1.8.3. Notification: Notify the Owner's Representative and SC DHEC Asbestos Section.
Obtain and post the asbestos removal permit onsite. The Contractor shall notify
SC DHEC by telephone and follow up in writing as soon as possible, but not later
than, the following working day when a project has been canceled. Notification is
also required for any changes in work schedule. Submit notification and permit
copies to the Owner not less than 10 days prior to commencing any work.
Contractor is responsible for obtaining any work practice variances.
1.8.4. All work practice variances must be approved in writing by both the Designer and
SC DHEC. Contractor shall submit written variances for review. Allow one week
for initial review.
1.8.5. Hazard Communication Program: The Contractor will submit evidence, if
requested, of a written Hazard Communication Program as required by 29 CFR
1910.1200.
1.8.6. Respirator Program: Establish and implement a respirator program as required by
ANSI Z88.2, 29 CFR 1910.134, and 29 CFR 1926.1101. Submit evidence of
program, if requested.
1.8.7. Training: Submit to the Owner not less than 10 days prior to commencing any
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work documentation that the required EPA, OSHA and State training has been
conducted. Prior to or at time of initial assignment to asbestos work, and at least
annually thereafter, each employee shall be instructed with regard to the hazards
of asbestos, safety and health precautions, the use and requirements for protective
clothing, equipment, and respirators, and the association of cigarette smoking and
asbestos-related disease, and the additional requirements of 29 CFR 1926.1101.
Training shall fully cover engineering and other hazard control techniques and
procedures.
1.8.8. Logs: Submit to the Owner a daily sign in sheet, a record of all employees and
visitors who enter the asbestos control area, daily reports of the abatement activity
compiled by the onsite abatement supervisor, reports of unusual events, and
accident reports.
1.8.9. Landfill Receipts: Submit to the Owner receipts from the approved landfill and
transport manifest recording the transportation and disposal of the asbestos and
demolition waste. Submit detailed delivery tickets, prepared signed, and dated by
an agent of the landfill, certifying the amount of asbestos materials delivered to the
landfill. All asbestos waste shall be disposed of at the location designated on the
SCDHEC abatement permit.
1.9. Daily Reports
1.9.1. The Contractor shall maintain daily logs and reports of job-site activities and
personnel exposure monitoring at the site and shall provide copies to the Owner
prior to final payment.
1.9.2. Reporting Unusual Events: When an event of unusual and significant nature
occurs at site (examples: failure of pressure differential system, rupture of
temporary enclosures, equipment or power failure, high airborne fiber reading),
prepare and submit a special report listing chain of events, persons participating,
response by Contractor's personnel, evaluation of results or effects, and similar
pertinent information.
1.9.3. Accident Reporting: Report all accidents to onsite safety representative. Prepare
reports of significant accidents, at site and anywhere else work is in progress.
Record and document data and actions; comply with industry standards. For this
purpose, a significant accident is defined to include events where personal injury
is sustained, property loss of substance is sustained, or where the event posed a
significant threat of loss or personal injury. Contractor shall be responsible for the
investigation of accidents, the generation of documentation, and the resolution of
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issues within its control.
2.0 PRODUCTS
2.1. Materials
2.1.1. Encapsulant: Product shall be rated as acceptable for use intended when field
tested in accordance with ASTM Proposed Specification P-189 “Specification for
Encapsulants for Friable Asbestos Containing Building Materials". Use only
materials that have a flame spread index of 25 or less when dry, when tested in
accordance with ASTM E-84.
2.1.2. Glove-Bag: Transparent polyethylene or polyvinylchloride plastic with long sleeve
gloves, designated inlets for HEPA vacuum attachment, and storage pouch. Use
in accordance with manufacturer’s instructions.
2.1.3. Impermeable Waste-Disposal Containers: Suitable to receive and retain any
asbestos-containing or contaminated material until disposal at an approved site.
The containers shall be labeled in accordance with OSHA Regulation 29 CFR
1910.1001 and 29 CFR 1926.1101. Containers must be both water-tight and air-
tight.
2.1.4. Plastic Sheeting: Polyethylene plastic sheeting material typically 6-mil thickness
for covering floors and walls, providing air locks, and sealing doors and windows;
supply in appropriate widths to minimize seams.
2.1.5. Surfactant (Wetting Agent): 50% polyoxyethylene ester and 50% polyoxyethylene
ether, or approved equal, shall be mixed with water to provide a concentration of
2 ml surfactant to 1 liters of water, or manufacturer's recommended concentration.
2.1.6. Tape: Glass fiber or other tape capable of sealing joints of adjacent sheets of
plastic sheeting and for attachment of plastic sheets to finished or unfinished
surfaces of dissimilar materials under both dry and wet conditions, including use
of amended water.
2.1.7. Warning Signs and Labels: Provide caution signs printed in English at approaches
to asbestos control areas. Locate signs at such a distance that personnel may
read the sign and take the necessary precautions before entering the area.
Provide caution labels printed in English. Affix labels to asbestos materials, scrap,
waste, debris, sealed impermeable bags, asbestos waste drums, and other
asbestos-contaminated products.
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1. Warning Signs: The warning signs required by 29 CFR 1926.1101,
paragraph (k)(7), shall bear the following information:
DANGER
ASBESTOS
MAY CAUSE CANCER
CAUSES DAMAGE TO LUNGS
AUTHORIZED PERSONNEL ONLY
In addition, where the use of respirators and protective clothing is required
in the regulated areas, the warning signs shall include the following:
WEAR RESPIRATORY PROTECTION AND PROTECTIVE CLOTHING
IN THIS AREA
2. Warning Labels: Provide label with sufficient print size to be clearly legible
with bold print on a contrasting background, displaying the following
legend:
DANGER
CONTAINS ASBESTOS FIBERS
MAY CAUSE CANCER
CAUSES DAMAGE TO LUNGS
DO NOT BREATHE DUST
AVOID CREATING DUST
2.2. Equipment
2.2.1. The Contractor shall make available three complete sets of personal protective
equipment daily, as required herein, for entry to and inspection of the asbestos
control area by the Owner's Representative or other appointed authorized safety
or health personnel. The items furnished by the Contractor shall include
disposable protective whole body covering, head covering, gloves, foot coverings,
eye protection, and use of the Contractor's staging/decontamination area. The
personal protective equipment shall remain the property of the Contractor.
2.2.2. Respirators: Select respirators approved by the National Institute for Occupational
Safety and Health (NIOSH), Department of Health and Human Services, for use in
atmospheres containing asbestos fibers. Respirator selection shall be in
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accordance with OSHA Regulation 29 CRF 1910.134.
2.2.3. Eye Protection: Furnish eye protection for personnel engaged in asbestos
operations when the use of a full face respirator is not required.
2.2.4. Protective Clothing: Personnel exposed to airborne concentrations of asbestos
fibers shall wear disposable protective whole body clothing, head coverings,
gloves, and foot coverings. Cloth gloves may be worn for comfort, but shall not be
used alone. Secure sleeves at the wrists and secure foot coverings at the ankles
with duct tape.
2.2.5. Work Clothing: Cloth or nylon undergarments may be worn under the disposable
protective coveralls.
2.2.6. Decontamination Systems: Provide a personnel decontamination staging area
and an equipment decontamination staging area as described herein. Personnel
entry/exit procedures shall be located adjacent to the regulated area as described
in 29 CFR 1926.1101. Wastewater shall be disposed of as asbestos waste or shall
be filtered through a filter of at least 0.5 micron particle size collection capability
before disposal into the sanitary sewer system. Handle and dispose of filters as
asbestos contaminated waste.
2.2.7. Tools and Exhaust Systems: Provide the local exhaust in accordance with ANSI
Z9.2 and as specified herein. Filters on vacuums and exhaust equipment shall be
absolute HEPA filters and UL 586 labeled. Replace filters as required to maintain
the efficiency of the system.
2.2.8. Scaffolding: Provide scaffolding, ladders and/or staging, etc. as necessary to
accomplish the work of this contract. Scaffolding may be of suspension type or
standing type such as metal tube and coupler, tubular welded frame, pole or
outrigger type or cantilever type. The type, erection and use of scaffolding shall
comply with applicable OSHA provisions.
2.2.9. Electrical Power Cords: Provide grounded extension cords. Use hard-service
cords where exposed to abrasion and traffic. Provide waterproof connectors to
connect separate lengths of electric cords if single lengths will not reach areas
where construction activities are in progress. Do not exceed safe length-voltage
ratio.
2.2.10. Lamps and Light Fixtures: Provide general service incandescent lamps or
fluorescent lamps of wattage indicated or required for adequate illumination as
required by the work or this section. Protect lamps with guard cages or tempered
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glass enclosures, where fixtures are exposed to breakage by construction
operations. Provide vapor tight fixtures in work area and decontamination units.
Provide exterior fixtures where fixtures are exposed to the weather or moisture.
2.2.11. First Aid Supplies: Comply with governing regulations and recognized
recommendations within the construction industry.
2.2.12. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire
extinguishers for temporary offices and similar spaces. In other locations, provide
hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a
combination of extinguishers of NFPA-recommended classes for the exposures.
Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and
size required by location and class of fire exposure.
3.0 EXECUTION
3.1. Construction of Worker/Equipment Decontamination Systems
3.1.1. Contractor shall establish an equipment room or area that is adjacent to the work
area for the decontamination of workers and equipment contaminated with
asbestos. The decontamination area shall consist of an area covered by an
impermeable drop cloth on the floor or horizontal working surface and be of
sufficient size as to accommodate cleaning of equipment and removing personal
protective equipment without spreading contamination beyond the area when
acceptable by OSHA asbestos regulations. A water hose and bucket shall also be
available to decontaminate equipment.
3.1.2. Filtered Waste Water Drainage: Provide cascaded disposable filter units on drain
lines from showers or any other fluid source carrying ACM. Connect so that
discharged water passes primary filter and output of primary (particles 20 microns
and smaller) filter passes through secondary (particles 5 microns and smaller)
filter. Filtered water shall be discharged into a sanitary sewer. The Contractor
shall not place water in storm drains, onto lawns, or into ditches, creeks, streams,
rivers or oceans.
3.2. Asbestos Work Area Preparation (General)
The Work Area is the location where asbestos abatement work occurs. It is a variable of the
extent of Work of the contract. For this project a "Work Area" is defined as the area in which
asbestos removal is being performed. A "Work Area" is considered contaminated during the
Work, and must be isolated from the balance of the building, and decontaminated at the
completion of the asbestos-abatement work.
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3.2.1. The Work Area is the location where asbestos abatement work occurs. It is a
variable of the extent of Work of the contract. For this project a "Work Area" is
defined as the area in which asbestos removal is being performed. A "Work Area"
is considered contaminated during the Work, and must be demarcated from the
balance of the building, and decontaminated at the completion of the asbestos-
abatement work.
3.2.2. Prior to the start of any asbestos related activities, the Contractor shall have a
locked waste container on site.
3.3. Asbestos Work Area Preparation (Non-Friable Materials)
3.3.1. Post Warning signs and barrier tape in and around work area as required by all
applicable regulatory agencies and restrict access to work area to personnel
approved by Contractor or Owner’s Representative.
3.3.2. Damaged ACM shall be HEPA vacuumed during the work area preparation to
prevent spread of ACM.
3.3.3. All building ventilation air systems connected to the work area shall remain off and
sealed during preparation and until the area has passed final visual inspection and
final air sampling when required.
3.3.4. The Contractor shall implement an electrical practice protocol that includes, but is
not limited to, lockout and GFCI shutdown as described in OSHA Construction
Standard 29 CFR 1926.417. All electrical powered equipment utilized during the
project shall have ground-fault protection as described in OSHA Construction
Standards. All equipment and wiring shall be in compliance with National Fire
Protection Association Standard 70, and the National Electrical Code.
3.4. Asbestos Removal (Window Glazing Compound)
3.4.1. Prior to asbestos removal, the Contractor’s equipment, work area and
decontamination area will be reviewed by the Contractor’s Onsite Supervisor to
ensure compliance with regulations. The Owner’s Representative may also review
the work area prior to start.
3.4.2. Place a 6-mil polyethylene sheeting on the wall and floor/ground below the window.
3.4.3. Wet non-friable material with amended water and remove with appropriate
equipment. Spray the asbestos material during the removal to maintain a wet
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condition and minimize asbestos fiber dispersion. The asbestos material shall be
removed by means which do not render the material friable or prevent dust from
being released during the removal. Do not subject the material to grinding,
sanding, chipping or abrading. Placing polyethene or tape over the window glazing
compound will also assist in keeping the ACM contained if the window will be
removed as a component.
3.4.4. Remove material in small sections. As it is removed place material in sealable 6
mil polyethylene bags or equivalent and place in appropriately labeled container
for transport. IF window is removed as a component wrap the window in two
separate layers of 6-mil polyethylene. Label and dispose of as specified
elsewhere.
3.5. Asbestos Removal (Roofing)
3.5.1. Prior to asbestos removal, the Contractor’s equipment, work area and
decontamination units will be reviewed by the Contractor’s Onsite Supervisor to
ensure compliance with regulations. The Owner’s Representative may also review
the work area prior to start.
3.5.2. Place a 6-mil polyethylene sheeting approximately 10 feet wide on the ground at
the perimeter of the structure if the parapet wall cannot contain debris from falling
off roof.
3.5.3. Wet non-friable material with amended water and remove with appropriate
equipment. Additional considerations for roof safety and water shall also be taken
in account. Spray the asbestos material during the removal to maintain a wet
condition and minimize asbestos fiber dispersion. Asbestos flashing/mastic may
be cut into sections using axes, hatchets, or power slicers (use of saws or other
dust-generating tools is not allowed) or may be removed intact. Waste will be
placed directly into 6-mil poly-lined waste containers (or wrapped in two layers of
6-mil poly), labeled with asbestos waste labels, and carefully lowered to the
ground. Any debris on the roof or adjacent ground will be HEPA vacuumed.
Dispose of as specified elsewhere.
3.6. Decontamination of Work Areas
3.6.1. Equipment shall be cleaned and all contaminated materials removed before
removing poly from the walls and floors. After polyethylene sheets have been
removed from walls and floors, the Contractor shall clean all surfaces in the work
area, including ducts, electrical conduits, steel beams, roof deck, etc., with
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amended water and/or HEPA filtered vacuum. After cleaning the work area, the
Contractor shall allow the area to thoroughly dry and then wet clean and/or HEPA
vacuum all surfaces in work area again. At the completion of the second cleaning
operation, the Contractor's supervisor shall perform a complete visual inspection
of the work area to insure that the work area is dust and fiber free. Final air
sampling shall not commence until the visual inspection is completed and passed.
3.6.2. Notify the Owner and Air Testing firm 48 hours in advance of requiring a final
inspection.
3.6.3. If the Owners representative finds that the work area has not been adequately
decontaminated, cleaning and/or air monitoring shall be repeated until the work
area is in compliance. All repeat visual inspections and air monitoring will be
conducted only after all surfaces are dry.
3.6.4. A lock-down material shall be applied to porous surfaces after the work area has
be visually observed to be dust and fiber free. The lock-down shall be tinted to
visually identify coverage.
3.6.5. After the work area is found to be in compliance from final air monitoring results,
all entrances and exits shall be unsealed and the plastic sheeting, tape, and any
other trash and debris shall be disposed of in sealable plastic bags (6-mil
minimum) and buried in the approved waste disposal site.
3.7. Disposal of Asbestos Material and Contaminated Debris
3.7.1. All waste removal from the work area/containment shall be transported to the load
vehicle/dumpster in sealed containers or bags. Monitor the path for any debris or
broken bags. Fully clean area if accidental spill occurs.
3.7.2. All asbestos materials and miscellaneous contaminated debris shall be properly
sealed and protected, and the loadout vehicle/dumpster shall be locked, while
located on the facility site and then transported to a predesignated disposal site in
accordance with 40 CFR 61.150 and DOT 49 CFR Parts 100-399. All asbestos
waste shall be disposed of at the location designated on the SCDHEC removal
permit.
1. An enclosed vehicle will be used to haul waste material to the disposal site.
No rental vehicles or trailers shall be used. Vehicle selection, vehicle
covers, and work practices shall assure that no asbestos becomes airborne
during the loading, transport, and unloading activity, and that material is
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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placed in the waste site without breaking any seals.
2. Waste disposal bags: Polyethylene bags (6-mil) with labels.
3. Containers: Non-porous (steel/plastic) drums or equivalent appropriate for
holding waste disposal bags during transportation to the disposal site.
3.7.3. The Contractor shall transport the containers and bags of waste material to the
approved waste disposal site. The sealed plastic bags shall be placed into the
burial site unless the bags have been broken or damaged. Upon the landfill's
approval damaged bags shall be placed in the non-porous containers and the
entire contaminated package shall be buried. Uncontaminated containers may be
recycled.
3.7.4. Workers unloading the asbestos will wear appropriate personal protective
equipment when handling material at the disposal site. Asbestos warning signs
shall be posted during loading and unloading of asbestos waste.
3.7.5. The Contractor shall use the Waste Shipment Record for disposal records as per
40 CFR 61.150 and distribute a copy of all waste shipment records to the Owner
after the completion of the project.
3.8. OSHA Required Air Monitoring
3.8.1. The Contractor is responsible for OSHA required monitoring and shall be
conducted in accordance with OSHA sampling requirements.
3.8.2. The Contractor shall conduct air sampling that is representative of both the 8-hour
time weighted average and 30-minute short-term exposures to indicate compliance
with the permissible exposure and excursion limits. If a negative exposure
assessment is valid monitoring may not be necessary.
3.8.3. Results of personnel air sample analyses shall be available, verbally, within twenty-
four (48) hours of sampling and shall be posted upon receipt.
3.9. Clearance Air Monitoring
3.9.1. The industrial hygiene firm (Terracon) will perform clearance air monitoring and
will contract directly with the Owner. The cost for initial clearance air monitoring
only will be the responsibility of the Owner. All other work, monitoring and services
are the responsibility of the contractor. The industrial hygiene firm shall also offer
Asbestos Abatement Plan Laurens CPW Maintenance Building ■ Laurens, South Carolina August 4, 2020 ■ Terracon Project No. 86207131
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expertise to the designer and Contractor but is not directly responsible for the
performance of the job. The industrial hygiene firm will not supervise, direct,
control or have authority over or be responsible for Contractor’s or its
subcontractors’ means, methods, techniques, sequences or procedures. As such,
the industrial hygiene firm will not issue any “stop-work” notifications to the
Contractor or its subcontractors as the industrial hygiene firm is not in a position to
direct or control the work of the Contractor or its subcontractors. The Contractor
remains solely responsible for handling asbestos-containing materials and
administering its health and safety programs in accordance with applicable local,
state, and federal regulations.
3.9.2. Monitoring During Asbestos Work: Not required by SC R. 61-86.1
3.9.3. Clearance Monitoring After Final Cleanup of Materials.
3.9.3.1. Air samples will be analyzed by Phase Contrast Microscopy (PCM) in general
accordance with NIOSH 7400 Method and shall be analyzed by a laboratory
proficient in the American Industrial Hygiene Association's (AIHA) Proficiency
Analytical Testing Program.
3.9.3.2. A minimum of five samples shall be collected inside the building. A
clearance criterion of not to exceed in any sample of 0.01 f/cc will be
required. If the air results exceed the clearance criteria, cleaning shall be
repeated until the work area is in compliance.
3.9.4. All repeat air monitoring will be conducted only after all surfaces are dry. If an area
fails clearance sampling the Contractor shall re-clean work area. Additional
clearance testing will be at the expense of the Contractor.
APPENDIX A
ASBESTOS SURVEY REPORT
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June 16, 2020
Wiedeman and Singleton, Inc. 131 East Main Street, Suite 300 Rock Hill, South Carolina 29730 Attn: Mr. Troy Began, PE
Re: Asbestos and Lead-Based Paint Survey
Laurens CPW Maintenance Shop
201 Saxon Street
Laurens, South Carolina
Terracon Project No. 86207131
Dear Mr. Began:
Terracon Consultants, Inc. (Terracon) is pleased to present the results of the asbestos and lead-
based paint survey performed on the Laurens CPW Maintenance Building located at 201 Saxon
Street in Laurens, South Carolina. We understand that this survey was requested due to the
proposed renovations to the structure. Our services were performed in general accordance with
our Proposal No: P86207131 dated May 26, 2020.
Asbestos-containing materials (ACM) were identified in samples of suspect materials collected
during our survey. Lead was identified in the samples collected during this assessment. Please
refer to the report for further details.
Terracon appreciates the opportunity to provide environmental consulting services to you on
this project. If you should have any questions regarding this report, please contact the
undersigned at (864) 292-2901.
Sincerely,
Terracon Consultants, Inc.
Stephen N. Ellis Jeffrey A. Gurrie, CIH
Staff Industrial Hygienist Senior Industrial Hygienist
Asbestos and Lead-Based Paint
Survey Report
LAURENS CPW MAINTENANCE BUILDING 201 SAXON STREET
LAURENS, SOUTH CAROLINA
June 16, 2020
Terracon Project No. 86207131
Prepared for: Wiedeman and Singleton, Inc.
Rock Hill, South Carolina
Prepared by: Terracon Consultants, Inc.
Greenville, South Carolina
Inspected by:
Stephen N. Ellis
Inspected on June 3, 2020
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TABLE OF CONTENTS EXECUTIVE SUMMARY ........................................................................................................ I 1.0 INTRODUCTION ....................................................................................................... 1 2.0 BUILDING DESCRIPTION ........................................................................................ 1 3.0 ASBESTOS SURVEY ............................................................................................... 1
3.1 Regulatory Overview ......................................................................................1 3.2 Visual Assessment .........................................................................................2 3.3 Physical Assessment .....................................................................................2 3.4 Sample Collection ..........................................................................................3 3.5 Sample Analysis.............................................................................................3 3.6 Findings and Recommendations ....................................................................3
4.0 LEAD-BASED PAINT SURVEY ................................................................................ 4 4.1 Regulatory Overview ......................................................................................4 4.2 Sampling and Analytical Protocol ...................................................................4 4.3 Sample Collection ..........................................................................................4 4.4 Findings and Recommendations ....................................................................5
5.0 GENERAL COMMENTS ........................................................................................... 5
APPENDICES
A - FIGURE 1 – ACM RESULTS SAMPLE SUMMARY B - TABLE 1 – ACM RESULTS SAMPLE SUMMARY TABLE 2 – LEAD IN PAINT SUMMARY C - LABORATORY REPORTS D – INSPECTOR’S CREDENTIAL
E - PHOTOGRAPHS
ACM and LBP Survey Report Laurens CPW Maintenance Building ■ Laurens, South Carolina June 16, 2020 ■ Terracon Project No. 86207131
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EXECUTIVE SUMMARY
Terracon Consultants, Inc. (Terracon) conducted an asbestos and lead-based paint survey
performed on the Laurens CPW Maintenance Building located at 201 Saxon Street in Laurens,
South Carolina. Our survey was conducted on June 3, 2020, in support of planned renovation
activities and in general accordance with the terms of our Proposal No: P86207131 dated May
26, 2020. This Executive Summary is intended as an overview for the convenience of the
reader. The complete report must be reviewed in its entirety prior to making decisions
regarding this site.
ASBESTOS
The asbestos-containing material (ACM) survey was conducted by Mr. Stephen Ellis, a South
Carolina Department of Health and Environmental Control (SCDHEC)-licensed asbestos
inspector. The survey was conducted in general accordance with the sample collection
protocols outlined in South Carolina Regulation 61-86.1 Standards of Performance for Asbestos
Projects. A total of eighteen (18) bulk samples were collected from the structure. A general
layout with sample locations is included as Figure 1 in Appendix A. Sample descriptions,
locations, analytical results, classification and estimated quantities are summarized in Table 1
in Appendix B. Copies of the asbestos laboratory analytical reports are included in Appendix C
and photographs are provided in Appendix E.
Asbestos was detected (greater than 1%) in the following materials:
▪ Pink and white window glazing compound (1.1% anthophyllite) on the windows
throughout; and,
▪ Flashing and gray roof sealant (5% chrysotile) on the roof.
LEAD
The lead-based paint survey was conducted by Mr. Stephen Ellis, an EPA accredited lead
inspector. A total of six (6) samples were collected of paint chips from the subject structure.
The results are summarized in Table 2 in Appendix B. Two (2) of the samples submitted for
analysis detected lead:
▪ White paint (0.84%) on a wooden door frame; and,
▪ Green paint (0.83%) on a wooden door.
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ASBESTOS AND LEAD-BASED PAINT SURVEY REPORT
LAURENS CPW MAINTENANCE BUILDING
201 SAXON STREET
LAURENS, SOUTH CAROLINA
Terracon Project No. 86207131
1.0 INTRODUCTION
Terracon Consultants, Inc. (Terracon) conducted an asbestos and lead-based paint survey
performed on the Laurens CPW Maintenance Building located at 201 Saxon Street in Laurens,
South Carolina. Our survey was conducted on June 3, 2020, in support of planned renovations
and in general accordance with the terms of our Proposal No: P86207131 dated May 26, 2020.
2.0 BUILDING DESCRIPTION
The maintenance building is constructed of brick and concrete on a concrete foundation and
covers approximately 1,200 square feet. The interior of the building is primarily without finishes
on the floors, ceilings, and walls except for a small area of plaster. Heating was previously
provided by a coal or wood stove and no cooling systems were present. Piping in the building
appeared to be un-insulated. Window glazing compound was noted on windows throughout the
building. Roofing consisted of a built-up roofing system on a concrete deck with suspect residual
sealants on the parapet walls.
3.0 ASBESTOS SURVEY
The asbestos survey was conducted by Mr. Stephen Ellis, an SC DHEC licensed Asbestos Building
Inspector (License No. BI-01211). A copy of Mr. Ellis’ license is provided in Appendix D. The survey
was conducted June 3, 2020, in general accordance with the sample collection protocols outlined
in South Carolina Regulation 61-86.1 Standards of Performance for Asbestos Projects.
3.1 Regulatory Overview
An ACM is defined as any material containing asbestos of any type in an amount greater than one
percent (1%). The asbestos NESHAP (40 CFR Part 61, Subpart M) regulates asbestos fiber
emissions and asbestos waste disposal practices. It also requires the identification and
classification of existing building materials prior to demolition or renovation activity. Under
NESHAP, asbestos-containing building materials are classified as either friable, Category I non-
friable or Category II non-friable ACM. Friable materials are those that, when dry, may be crumbled,
pulverized or reduced to powder by hand pressure. Category I non-friable ACM includes packing
materials, gaskets, resilient floor coverings and asphalt roofing products containing more than 1
percent (%) asbestos. Category II non-friable ACM are non-friable materials other than Category I
materials that contain more than 1% asbestos.
ACM and LBP Survey Report Laurens CPW Maintenance Building ■ Laurens, South Carolina June 15, 2020 ■ Terracon Project No. 86207131
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Friable ACM, Category I and Category II non-friable ACM which is in poor condition and has become
friable or which will be subjected to drilling, sanding, grinding, cutting or abrading and which could
be crushed or pulverized during anticipated renovation/demolition activities are considered
regulated ACM (RACM). RACM must be removed prior to renovation or demolition activities.
In the State of South Carolina, asbestos activities are regulated by the SC DHEC under SC DHEC
Regulation 61-86.1 Standards of Performance for Asbestos Projects. SC DHEC requires that
asbestos-related activities conducted in a public building be performed by personnel licensed by
SC DHEC. The owner or operator must provide the SC DHEC with written notification of planned
abatement and removal activities prior to the commencement of those activities. The SC DHEC
requires a four (4) day notification for non-friable projects and 10-day notification for RACM projects.
Asbestos abatement must be performed by SC DHEC-licensed asbestos abatement contractors.
A SC DHEC-licensed Project Designer shall prepare a written abatement design for each
abatement renovation project involving the removal of greater than 3,000 square, 1,500 linear, or
656 cubic feet of RACM. Third-party air monitoring must be conducted during the abatement of
friable (regulated) ACM. The SC DHEC asbestos regulations can be found at http://www.SC
DHEC.gov.
The Occupational Safety and Health Administration (OSHA) Asbestos Standard for Construction
Industry (29 CFR 1926.1101) regulates workplace exposure to asbestos. The OSHA standard
requires that employee exposure to airborne asbestos fibers be maintained below 0.1 asbestos
fibers per cubic centimeter of air (0.1 f/cc) for an eight-hour time weighted average. The OSHA
standard classifies construction and maintenance activities, which could disturb ACM, and specifies
work practices and precautions which employers must follow when engaging in each class of
regulated work. A full copy of the OSHA asbestos standard for general industry may be found at
OSHA’s website (www.osha.gov) and should be referenced for specific information.
3.2 Visual Assessment
Our survey activities began with visual observation of the interior and exterior of the building to
identify apparent homogeneous areas of suspect ACM. A homogeneous area consists of building
materials, which appear similar throughout in terms of color, texture and date of application.
Building materials which were not identified as concrete, glass, wood, masonry, metal or rubber
were considered suspect ACM.
3.3 Physical Assessment
A physical assessment of each homogeneous area of suspect ACM was conducted to assess the
friability and condition of the materials. A friable material is defined by the EPA as a material, which
can be crumbled, pulverized or reduced to powder by hand pressure when dry. Friability was
assessed by physically touching suspect materials.
ACM and LBP Survey Report Laurens CPW Maintenance Building ■ Laurens, South Carolina June 15, 2020 ■ Terracon Project No. 86207131
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3.4 Sample Collection
Based on the results of the visual sampling, bulk samples of suspect ACM were collected in general
accordance with SC DHEC Regulation 61-86.1 Standards of Performance for Asbestos Projects.
Random samples of suspect materials were collected in each homogeneous area. Bulk samples
were collected using wet methods as applicable to reduce the potential for fiber release. Samples
were placed in sealable containers and labeled with unique sample numbers using an indelible
marker. A summary of the suspect ACM samples collected during the survey is presented in Table
1 in Appendix B.
3.5 Sample Analysis
Bulk samples were submitted using chain-of-custody procedures to Scientific Analytical Institute,
Inc. (SAI) of Greensboro, North Carolina. SAI is accredited under the National Voluntary
Laboratory Accreditation Program NVLAP (#200664-0). The samples were submitted for a
“positive stop” analysis which means once a sample is detected with asbestos the remainder of
the samples in the same homogenous set are not analyzed and are presumed to be of similar
asbestos content. Asbestos analysis was performed by PLM with dispersion staining techniques
per EPA EPA/600/R-93/116. The percentage of asbestos, where applicable, was determined by
microscopical visual estimation. Per the SC DHEC Regulation 61-86.1 Standards of Performance
for Asbestos Projects, negative results for non-friable organically bound (NOB) materials such as
flooring, mastics, or roofing shall be verified with at least one analysis by transmission electron
microscopy (TEM). The additional analysis was performed by TEM in accordance with EPA
Chatfield SOP 1988-02 Rev. 1.
3.6 Findings and Recommendations
A total of eighteen (18) bulk samples were collected from the structure. A general layout with
sample locations is included as Figure 1 in Appendix A. Sample descriptions, locations, analytical
results, classification and estimated quantities are summarized in Table 1 in Appendix B. Copies
of the asbestos laboratory analytical reports are included in Appendix C and photographs are
provided in Appendix E.
Asbestos was detected (greater than 1%) in the following materials:
▪ Pink and white window glazing compound (1.1% anthophyllite) on the windows throughout;
and,
▪ Flashing and gray roof sealant (5% chrysotile) on the roof.
The window glazing compound is currently damaged. This material should be repaired or removed
by an SC DHEC-licensed asbestos abatement contractor. If the above ACMs have the potential of
being disturbed during renovations, they should be removed by an SC DHEC-licensed asbestos
ACM and LBP Survey Report Laurens CPW Maintenance Building ■ Laurens, South Carolina June 15, 2020 ■ Terracon Project No. 86207131
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abatement contractor in accordance with SC DHEC Asbestos Regulation 61-86.1 prior to
renovation.
It should be noted that suspect materials, other than those identified during the June 3, 2020, survey
may exist within the work area. Should suspect materials other than those which were identified
during this survey be uncovered prior to or during the upcoming renovation activities, those
materials should be assumed to be asbestos-containing until sampling and analysis demonstrates
otherwise. Federal, state, and local regulations should be consulted before initiating any action on
an ACM.
4.0 LEAD-BASED PAINT SURVEY
4.1 Regulatory Overview
The US Environmental Protection Agency (EPA) defines lead-based paint (LBP) as paint, varnish,
stain, or other applied coating that contain lead equal to or greater than 1.0 milligrams per square
centimeter (mg/cm2), 5,000 mg/kg, or 0.5% by dry weight as determined by laboratory analysis.
As applicable to this project, lead is regulated by South Carolina Department of Health and
Environmental Control (SC DHEC) for disposal. The SC DHEC regulations require that painted
demolition debris with a lead concentration greater than 0.7 mg/cm2, or 0.06% by dry weight be
disposed in a permitted Class II landfill. However, coatings that are de-laminated, deteriorated,
or flaking must be evaluated against the Toxicity Characteristic under state and federal hazardous
waste management regulations. Lead-based paint is defined in SC Regulation 61-107.9, “Solid
Waste Landfills and Structural Fill.” The hazardous waste Toxicity Characteristic is defined in the
SC Hazardous Waste Management Regulation 61-79, at § 261.24, “Toxicity Characteristic.”
4.2 Sampling and Analytical Protocol
4.3 Sample Collection
The lead-based paint survey was conducted by Mr. Stephen Ellis, an EPA accredited lead inspector.
Bulk samples of suspect lead paint were collected from the building. Samples were placed in
sealable containers and labeled with unique sample numbers using an indelible marker. A summary
of the suspect lead paint collected during the survey is presented in Table 2 in Appendix B.
4.3.1 Lead Analysis via Flame Atomic Absorption Spectroscopy
Bulk samples were submitted using chain-of-custody procedures to Scientific Analytical Institute,
Inc. (SAI) of Greensboro, North Carolina. SAI’s Environmental Lead Laboratory is fully accredited
by the American Industrial Hygiene Association Laboratory Accreditation Program, LLC (AIHA-
LAP, LLC) and is recognized by the Environmental Lead Laboratory Accreditation Program
(ELLAP) (#173190). ELLAP is an approved lead laboratory accreditation program under the
Environmental Protection Agency (EPA) National Lead Laboratory Accreditation Program
ACM and LBP Survey Report Laurens CPW Maintenance Building ■ Laurens, South Carolina June 15, 2020 ■ Terracon Project No. 86207131
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(NLLAP). Lead paint analysis was performed by Flame Atomic Absorption Spectroscopy per EPA
SW-846 3050B/6010C/7000B.
4.4 Findings and Recommendations
A total of six (6) samples were collected of paint chips from the subject structure. The results are
summarized in Table 2 in Appendix B. Two (2) of the samples submitted for analysis detected lead:
▪ White paint (0.84%) on a wooden door frame; and,
▪ Green paint (0.83%) on a wooden door.
The lead content of the above listed paints meets the EPA definition of lead-based paint (>0.5%)
and also exceeds the SC DHEC regulation criteria (>0.06%). Intact paint on building components
may be disposed in an approved landfill and metal components may be recycled without removing
paint.
The OSHA lead-in-construction standard was intended to apply to detectable concentrations of
lead in paint, as even small concentrations of lead can result in unacceptable employee
exposures depending upon the method of removal and other workplace conditions. All paints
tested contained detectable amount of lead, and therefore, OSHA’s lead-in-construction standard
is applicable. OSHA does not consider methods that rely solely on the analysis of bulk materials
or surface content of lead (or other toxic material) to be acceptable for safely predicting employee
exposure to airborne contaminants. Without air monitoring results or without the benefit of
historical or objective data (including air sampling which clearly demonstrates that the employee
cannot be exposed above the action level during any process, operation, or activity) the analysis
of bulk or surface samples cannot be used to determine employee airborne exposure. A full copy
of the OSHA lead standard for construction industry may be found at OSHA’s website
(www.osha.gov) and should be referenced for specific information.
5.0 GENERAL COMMENTS
This limited ACM and LBP survey was conducted in a manner consistent with the level of care and
skill ordinarily exercised by members of the profession currently practicing under similar conditions
in the same locale. The results, findings, conclusions and recommendations expressed in this
report are based on conditions observed during our survey of the building. The information
contained in this report is relevant to the date on which this survey was performed and should not
be relied upon to represent conditions at a later date.
This report has been prepared on behalf of and exclusively for use by Wiedeman and Singleton,
Inc., Laurens CPW, and Contractors approved by Laurens CPW working onsite for specific
application to their project, as discussed herein. Terracon does not warrant the work of regulatory
agencies, laboratories or other third parties supplying information, which may have been used in
the preparation of this report. No warranty, express or implied is made.
ACM and LBP Survey Report Laurens CPW Maintenance Building ■ Laurens, South Carolina June 15, 2020 ■ Terracon Project No. 86207131
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This report is not a bidding document. Contractors or consultants reviewing this report must draw
their own conclusions regarding further investigation or remediation deemed necessary.
APPENDIX A
FIGURE
FigureGeneral Layout / Sample Locations
Laurens CPW Maintenance Building201 Saxon Street
Laurens, South Carolina72 Pointe Circle Greenville, SC 29615
PH. (864) 292-2901 FAX. (864) 292-6361
1Building layout and
sample locations are
approximated.Date:
6/10/2020
Project Manager:
JAG
Drawn By:
SNE
Checked By:
JAG
Approved By:
Project No.
86207131
Scale:
N.T.S.
File Name:
B3
C1
Maintenance Area
Service Bay Area
Back Storage
Area
A1
A2
C3
C2
Sample Sets D-F were
collected from the roof and
are not depicted here.
A3
B2 B1
APPENDIX B
TABLES
A1 PLM
A2 PLM
A3 PLM
B1 PLM
B2 PLM
B3 TEM
C1 PLM
C2 PLM
C3 PLM
D1 PLM
D2 PLM
D3 TEM
E1 PLM
E2 PLM
E3 PLM
F1 PLM
F2 PLM
F3 TEM
Notes:
Base - NAD
Finish - NAD
1.1% Anthophyllite
NAD
NAD
5% Chrysotile
NAD Roof
Roof
Roof
Building Throughout
LPD 140 SF
Flashing and Gray Roof
SealantE Miscellaneous
Category II
Non-FriableGood LPD 225 SF
Residual Roof Mastic on Parapet
WallsF Miscellaneous Non-Friable Good
LPD 1,100 SF
D Miscellaneous Non-Friable Good LPD
TABLE 1
ASBESTOS RESULTS SAMPLE SUMMARY
201 SAXON STREET
LAURENS, SOUTH CAROLINA
Sample
Number
Analysis
Method
Estimated
QuantitySample Location
TERRACON PROJECT NO. 86207131
Sample DescriptionHomogeneous
AreaClassification
Current
Condition
Potential for
Disturbance
Friable /
Non-FriableAnalytical Results
LPD - Low potential for disturbance
PD - Potential for disturbance
PSD - Potential of significant disturbance
SF - square feet
LF - linear feet
CF - cubic feet
LAURENS CPW MAINTENANCE BUILDING
NA - Not Analyzed
NAD - No Asbestos Detected
PLM - Polarized Light Microscopy
TEM - Transmission Electron Microscopy
PACM - Presumed Asbestos Containing Material
SFBack Storage Room Plaster A Surfacing Friable
Windows ThroughoutPink and White
Window Glazing CompoundB Miscellaneous Friable
Damaged PD 180
SF
1) Quantities listed above are estimates to be used for inspection purposes only and should be field-verified for all other uses.
2) A general overview of the site is depicted on Figure 1.
Damaged PD 55
1,200 SFBuilt-Up Roofing
Brick Mortar C Miscellaneous Friable Good
Page 1 of 1
Sample ID
No.Area Substrate Component Color
Lead
Concentration
(%)
LP-1 Interior Wood Door Frame Gray <0.0056
LP-2 Interior Wood Door Gray <0.0058
LP-3 Exterior Metal Door Frame Gray <0.0068
LP-4 Exterior Metal Door Gray <0.0072
LP-5 Interior Wood Door White 0.84
LP-6 Interior Wood Door Frame Green 0.83
Notes:
1) Values above the analytical method detection limit are indicated in bold type
2) Values equal to or greater than 0.060 percent are bolded and shaded
TABLE 2
LEAD IN PAINT SAMPLE SUMMARY (PAINT CHIP)
LAURENS CPW MAINTENANCE BUILDING
LAURENS, SOUTH CAROLINA
TERRACON PROJECT NO. 86207131
201 SAXON STREET
Page 1 of 1
APPENDIX C
LABORATORY REPORTS
Bulk Asbestos AnalysisBy Polarized Light Microscopy
EPA Method: 600/R-93/116 and 40 CFR, Part 763, Subpart E,App.E
Laurens CPW Maintenance Bldg 86207131Project:
Sample ID
Lab Sample ID
Description
Lab Notes AsbestosFibrous
ComponentsNon-FibrousComponents
Attributes
Treatment
Stephen EllisJeffrey Gurrie
Attn:Customer: Terracon72 Pointe CircleGreenville, SC 29615
Analysis ID: 71943537_PLM
Date Reported: 6/4/2020
Date Received: 6/4/2020
Lab Order ID: 71943537
None DetectedA1 - A
Plaster
finish
WhiteNon FibrousHeterogeneous
Crushed71943537PLM_1
Other 100%
None DetectedA1 - B
Plaster
base
GrayNon FibrousHeterogeneous
Crushed71943537PLM_19
Cellulose Other 5% 95%
None DetectedA2 - A
Plaster
finish
WhiteNon FibrousHeterogeneous
Crushed71943537PLM_2
Other 100%
None DetectedA2 - B
Plaster
base
GrayNon FibrousHeterogeneous
Crushed71943537PLM_20
Cellulose Other 5% 95%
None DetectedA3 - A
Plaster
finish
WhiteNon FibrousHeterogeneous
Crushed71943537PLM_3
Other 100%
None DetectedA3 - B
Plaster
base
GrayNon FibrousHeterogeneous
Crushed71943537PLM_21
Cellulose Other 5% 95%
None DetectedB1
Pink and White WindowGlazing Compound
White, PinkNon FibrousHeterogeneous
Crushed, Dissolved71943537PLM_4
Other 100%
None DetectedB2
Pink and White WindowGlazing Compound
White, PinkNon FibrousHeterogeneous
Crushed, Dissolved71943537PLM_5
Other 100%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. ScientificAnalytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 1 of 3
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (21)
P-F-002 r15 1/16/2021
Bulk Asbestos AnalysisBy Polarized Light Microscopy
EPA Method: 600/R-93/116 and 40 CFR, Part 763, Subpart E,App.E
Laurens CPW Maintenance Bldg 86207131Project:
Sample ID
Lab Sample ID
Description
Lab Notes AsbestosFibrous
ComponentsNon-FibrousComponents
Attributes
Treatment
Stephen EllisJeffrey Gurrie
Attn:Customer: Terracon72 Pointe CircleGreenville, SC 29615
Analysis ID: 71943537_PLM
Date Reported: 6/4/2020
Date Received: 6/4/2020
Lab Order ID: 71943537
Not AnalyzedB3
Pink and White WindowGlazing Compound
TEM71943537PLM_6
None DetectedC1
MortarGrayNon FibrousHeterogeneous
Crushed71943537PLM_7
Other 100%
None DetectedC2
MortarGrayNon FibrousHeterogeneous
Crushed71943537PLM_8
Other 100%
None DetectedC3
MortarGrayNon FibrousHeterogeneous
Crushed71943537PLM_9
Other 100%
None DetectedD1
Built-Up Roofing
built up roofing
Black, GrayNon FibrousHeterogeneous
Dissolved71943537PLM_10
Cellulose Fiber Glass
Other 20% 20%
60%
None DetectedD2
Built-Up Roofing
built up roofing
Black, GrayNon FibrousHeterogeneous
Dissolved71943537PLM_11
Cellulose Fiber Glass
Other 20% 20%
60%
Not AnalyzedD3
Built-Up Roofing
TEM71943537PLM_12
5% Chrysotile
E1Flashing and Gray Sealant
built up roofing
BlackNon FibrousHeterogeneous
Dissolved71943537PLM_13
Cellulose Fiber Glass
Other 20% 20%
55%
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. ScientificAnalytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 2 of 3
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (21)
P-F-002 r15 1/16/2021
Bulk Asbestos AnalysisBy Polarized Light Microscopy
EPA Method: 600/R-93/116 and 40 CFR, Part 763, Subpart E,App.E
Laurens CPW Maintenance Bldg 86207131Project:
Sample ID
Lab Sample ID
Description
Lab Notes AsbestosFibrous
ComponentsNon-FibrousComponents
Attributes
Treatment
Stephen EllisJeffrey Gurrie
Attn:Customer: Terracon72 Pointe CircleGreenville, SC 29615
Analysis ID: 71943537_PLM
Date Reported: 6/4/2020
Date Received: 6/4/2020
Lab Order ID: 71943537
5% Chrysotile
E2Flashing and Gray Sealant
built up roofing
BlackNon FibrousHeterogeneous
Dissolved71943537PLM_14
Cellulose Fiber Glass
Other 20% 20%
55%
5% Chrysotile
E3Flashing and Gray Sealant
built up roofing
BlackNon FibrousHeterogeneous
Dissolved71943537PLM_15
Cellulose Fiber Glass
Other 20% 20%
55%
None DetectedF1
Residual Roof MasticBlackNon FibrousHomogeneous
Dissolved71943537PLM_16
Other 100%
None DetectedF2
Residual Roof MasticBlackNon FibrousHomogeneous
Dissolved71943537PLM_17
Other 100%
Not AnalyzedF3
Residual Roof Mastic
TEM71943537PLM_18
Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. ScientificAnalytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.
Page 3 of 3
Approved SignatoryAnalyst
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Megan Javonovich (21)
P-F-002 r15 1/16/2021
6/4/2020Project: Laurens CPW Maintenance Bldg 86207131
Lab Order ID: 71943538
Lab Notes
Description
Lab Sample ID
Sample ID
Semi-QuantitativeChatfield SOP 1988-02 Rev. 1
Asbestos LCL-UCL
(Wt. %)
Bulk Asbestos Analysisby Transmission Electron Microscopy
Date Received:
6/9/2020Date Reported:
Terracon72 Pointe CircleGreenville, SC 29615
Customer:
Analysis ID: 71943538_TB
Attn: Stephen EllisJeffrey Gurrie
AcidSol.
Organic
(Wt. %)(Wt. %) (Wt. %)
87%7.9%
B3
71943538TBS_1
Pink and White Window GlazingCompound
1.0% - 1.2%Anthophyllite1.1 %
None Detected-91%
D3
71943538TBS_2
Built-Up Roofing
None Detected-51%
F3
71943538TBS_4
Residual Roof Mastic
Daniel Schwartz (1)
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Approved Signatory
Page 1 of 1tem_2.2.001
Analyst
Disclaimer: This report relates only to the samples tested and may not be reproduced, except in full, without the written approval of SAI. This report may not be used by the client to claim product endorsementby NVLAP or any other agency of the U.S. government.
T-F-010 r15 1/15/2018
Client: Contact: Addres$: Phone: Fax: Email:
Project:
Client Notes:
P.O.#. Date Submitted:
Analysis: TurnAroundTime: '
l!ample-N-um6er << A1 A2. A3 B1 B2 B3 C1 C2 C3 01 02 D3 E1 E2 E3 F1 F2 F3
Terrac;on Stephen Ellis
*lnstriict1ons: Use Column "B" for your contact info
72 Pointe Circle, Greenville, SC 29615 423-426-2164 To See an Example Click the
bottom Example Tab. [email protected] [email protected] Laurens CPW Maintenance Bldg
86207131
6/3/2020 0:00
PLM EPA 600 / TEM Chatfield 3 DavTAT -1EM Concurrent
Data 1
Enter samples between "«" and ">>" Begin Samples with a "« "above the first sample
and end wit#J a ">>" below the last sample. Only Enter your data on the first sheet "Sheet1"
Sample Des9ri:BVon
Plaster Plaster Plaster Pink and White Window Glazing Compound Pink and White Window Glazing Compound Pink and White Window Glazing Compound Mortar Mortar Mortar Built-Up Roofing Built-Up Roofing Built-Up Roofing Flashing and Gray Sealant Flashing and Gray Sealant Flashing and Gray Sealant Residual Roof Mastic Residual Roof Mastic Residual Roof Mastic
1\qy;S7:)f
Scientific Analytical Institute ,,,,,.
Version 1-15-2012
0~ 4604 Dundas Drive
Greensboro, NC 27407 Phone: 336.292.3888
Fax: 336.292.3313 Email: [email protected]
Data2
Accepted EtJ
~..,.
PLM PLM PLM PLM PLM TEM PLM PLM PLM PLM PLM TEM PLM PLM TEM PLM PLM TEM - R~ected 0 ~ ~,~ ll ~t;V~
Terracon72 Pointe CircleGreenville, SC 29615
Customer:
Analysis ID: 71943540_PBP
Attn: Stephen Ellis
Date Reported: 6/8/2020
Date Received: 6/4/2020
Project: Laurens CPW Maintenance Bldg
Lab Order ID: 71943540
Lab Notes
Description
Lab Sample ID
Sample ID
Analysis for Lead Concentrationin Paint Chips
by Flame Atomic Absorption SpectroscopyEPA SW-846 3050B/6010C/7000B
Concentration
(ppm)(g)
Mass Concentration
(% by weight)
71943540PBP_1
Gray on woodLP-1< 560.0711 < 0.0056%
71943540PBP_2
Gray on woodLP-2< 580.0694 < 0.0058%
71943540PBP_3
Gray on metalLP-3< 680.0587 < 0.0068%
71943540PBP_4
Gray on metalLP-4< 720.0557 < 0.0072%
71943540PBP_5
White on woodLP-584000.0964 0.84%
71943540PBP_6
Green on woodLP-683000.0960 0.83%
Unless otherwise noted blank sample correction was not performed on analytical results. Scientific Analytical Institute participates in the AIHA ELPAT program. ELPAT Laboratory ID: 173190. This reportrelates only to the samples tested and may not be reproduced, except in full, without the written approval of SAI. Analytical uncertainty available upon request. The quality control samples run with thesamples in this report have passed all EPA required specifications unless otherwise noted. RL: (Report Limit for an undiluted 50ml sample is 4µg Total Pb).
Sara Shaut (6)
Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888
Analyst Laboratory Director
Page 1 of 1pbRpt_4.0.01_pbp001
L-F-021 r17 2/14/2020
APPENDIX D
INSPECTOR’S CREDENTIAL
APPENDIX E
PHOTOGRAPHS
Laurens CPW Maintenance Building 201 Saxon Street, Laurens, South Carolina Photos Taken On: June 3, 2020 Project No. 86207131
Page 1 of 3
Photo #1 General view of the front of the building.
Photo #2 General view of the rear of the building.
Photo #3 General view of the right side of the building.
Photo #4 General view of the left side of the building.
Photo #5 General view of the garage bay. Photo #6 General view of the maintenance area.
Laurens CPW Maintenance Building 201 Saxon Street, Laurens, South Carolina Photos Taken On: June 3, 2020 Project No. 86207131
Page 2 of 3
Photo #7 General view of the back-storage area.
Photo #8 General view of the basement storage area.
Photo #9 General view of the roof over the building.
Photo #10 View of plaster (HA-A) over brick in the back-storage area.
Photo #11 View of pink/white window glazing compound (HA-B) on windows throughout. Contains Asbestos.
Photo #12 View of mortar (HA-C) on brick walls throughout.
Laurens CPW Maintenance Building 201 Saxon Street, Laurens, South Carolina Photos Taken On: June 3, 2020 Project No. 86207131
Page 3 of 3
Photo #13 View of built-up roofing (HA-D) on the roof.
Photo #14 View of flashing and gray sealant (HA-E) on the roof. Contains Asbestos.
Photo #15 View of residual roof mastic (HA-F) on the parapet walls.
Photo #16 View of wooden door and door frame. Both have Lead-Based Paint.