ATTACHMENT 19 - Hazardous Materials Inspection Report.pdf
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- Solicitation number
- 36C77623B0005
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This document provides details on a federal solicitation opportunity for construction services. The solicitation number is 36C77623B0005 for EHRM Infrastructure Upgrades - Cincinnati Project #539-21-701, issued by the Department of Veterans Affairs Technology Acquisition Center Austin. The opportunity type is a solicitation for construction of EHRM Infrastructure Upgrades at the Cincinnati VAMC. The description indicates the project involves construction but provides no further details on requirements, response date, award date, pricing or terms. An attachment is included related to hazardous materials inspection but its content is not specified.
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Department of Veterans Affairs
Cincinnati & Ft. Thomas EHRM Infrastructure Upgrades Cincinnati VAMC, Cincinnati, OH Project No. 539-21-701
100% Construction Documents Basis of Design 28 November 2022
Prime Contractor: Health Facilities Solutions, 8718 Botts Ln., San Antonio, TX 78217
PROJECT OVERVIEW
PROJECT NUMBER: 509-21-701
PROJECT TITLE: Cincinnati VAMC EHRM infrastructure Upgrades
DESIGN TIME FRAME: A/E shall deliver construction documents 138 calendar days after the Award/Notice to Proceed Letter
CRITERIA FOR DESIGN AND PROJECT DEVELOPMENT (as applicable to project)
Note: The documents listed below can be found at the following website http://www.cfm.va.gov/til/
PG-18-1 Master Construction Specifications PG-18-
Design Guides (graphical, by function)
PG-18-3 Design and Construction Procedures PG-18-
Barrier Free Design Guide
PG-18-4 Standard Details and CAD Standards PG-18-
Room Finishes, Door, and
Hardware Schedules
PG-18-5 Equipment Guide List PG-18-
Minimum Requirements for
A/E Submissions
H-18-8 Seismic Design Handbook PG-18-
Environmental Planning
Guidance
PG-18-9 Space Planning Criteria, and VA-Space &
Equipment Planning System (VA-SEPS)
D-7545 Cultural Resource
Management
PG-18-
Design Manuals (by discipline) H-7545 Cultural Resource
Management Procedures
-VA Commissioning Process Manual / Under Special Requirements & Studies -VA Equipment guide List, Program Guide PG-7610 -VA Accessibility Requirements and Uniform Accessibility Standards -VA Signage System Standards, Manual M-00-2 -VA Design Alerts -VA Title Block Layout -National Codes and Standards (JCAHO, NFPA, NEC, Natl. Plumbing Code, EPA, OSHA, etc.)
-Physical Security Design Manual for VA Facilities http://www.cfm.va.gov/til/ http://www.cfm.va.gov/TIL/spec.asp http://www.cfm.va.gov/til/dGuide.asp http://www.cfm.va.gov/til/dGuide.asp http://www.cfm.va.gov/TIL/cPro.asp http://www.cfm.va.gov/TIL/accessibility.asp http://www.cfm.va.gov/TIL/accessibility.asp http://www.cfm.va.gov/TIL/sDetail.asp http://www.cfm.va.gov/til/room/RoomFinishes.pdf http://www.cfm.va.gov/til/room/RoomFinishes.pdf http://www.cfm.va.gov/TIL/equip.asp http://www.cfm.va.gov/contract/aeDesSubReq.asp http://www.cfm.va.gov/contract/aeDesSubReq.asp http://www.cfm.va.gov/TIL/seismic.asp http://www.cfm.va.gov/til/spclRqmts.asp#EC http://www.cfm.va.gov/til/spclRqmts.asp#EC http://www.cfm.va.gov/TIL/planning.asp http://www.va.gov/vapubs/viewPublication.asp?Pub_ID=583&FType2 http://www.cfm.va.gov/til/dManual.asp http://www.cfm.va.gov/til/dManual.asp http://www.va.gov/vapubs/viewPublication.asp?Pub_ID=584&FType2
SCOPE OF PROJECT
A/E firm provide all required labor, material and equipment to develop construction documents to include contract drawings, specifications, construction scope, construction cost estimate and site investigations, for the development of contract documents, pre-bid construction conference, construction period services and multiple site visits.
Project will require infrastructure improvements to electrical to include, but not limited to, electrical panel upgrade, normal power, emergency power, bonding, UPS, building management system interfaces, new upgrades and reconfiguration to existing HVAC, existing space reconfiguration expansion and renovation, communication infrastructure upgrades and replacement, physical security upgrades, assessment and upgrade of infrastructure backbone campus wide, data center upgrades and hazardous material abatement at Cincinnati VAMC and Ft. Thomas VAMC.
Approximate areas Cincinnati VAMC:
Building 1:
Building 2:
Building 3:
Building 8:
Building 15:
Building TB:
Building TE:
Approximate areas Ft. Thomas VAMC:
Building 64:
Building 117:
SCOPE OF WORK FOR A/E
A. Design Development: The A/E shall make investigations necessary to thoroughly evaluate the area. All design shall be in accordance with "Minimum Requirements for A/E Submissions Instructions for Minor & NRM Construction Program PG-18-15 Volume C.
B. Construction Document:
(1) After the VAMC approves the A/E's design development and optional award for construction documents, the A/E shall prepare construction documents necessary to accomplish the approved design development.
(2) Based on the findings of the work performed by the Industrial Hygienist as part of the design development, it may be necessary to remove asbestos containing materials or other hazardous materials. If so, the A/E shall employ the services of a CIH to develop plans and specifications for removal in accordance with VA, EPA, OSHA standards.
(3) An independent professional cost estimator shall be used by the A/E for all construction cost estimates.
C. Construction Period Service
(1) The A/E shall perform construction period services included in this scope of work.
(2) A/E shall provide services for submittal and document exchange through, such as “NEWFORMA” or “SUBMITTAL EXCHANGE”
E. Functional Product It is important to emphasize that the A/E shall perform design development to include detailed design work to prepare detailed construction documents with the end results as a completely functional and fully operational product.
DESIGN DEVELOPMENT
A. A/E firm shall:
(1) Meet with Facilities, and other personnel prior to start of design to determine detailed requirements of work involved.
(2) Work from existing building and site drawings furnished by the VA to develop project design. (These are to be used only as guidelines)
(3) Perform any necessary on-site field investigations to accomplish work and to verify drawings provided by the VA.
(4) Prepare rough sketches, if necessary, to solve possible problems in design throughout the contract.
CONSTRUCTION DOCUMENTS
A. A/E firm shall complete such further investigations to develop selected items into working drawings and specifications for issuance through the competitive bid process.
B. In most instances, copies of the VA Master Construction Specifications will be available off the Internet, which will be edited and incorporated in the project specifications. In those instances where copies of the VA Master Construction Specifications are not available, the A/E shall develop the specification for incorporation into the project specifications. Copies of design guides, space criteria, room finishes, and other VA guidelines are also available off the Internet.
C. Working drawings and specifications shall provide for construction within the National Fire Protection Association Code, VA Standards, and other national codes.
D. The working drawings and specifications shall provide for the removal of any and all asbestos containing materials. Removal shall be in accordance with VA, EPA, and OSHA standards
AS-BUILT DRAWINGS
A. A/E firm shall provide a clause in the specifications indicating method by which a contractor will provide information to the firm to allow the firm to provide as-built drawings upon completion of construction. As-built drawings shall not only cover work involved in the construction but shall also cover existing adjacent areas as defined within the scope of the preliminary survey.
B. A/E firm shall submit one (1) copy of full-size mylar print. Pen and Pencil is not considered permanent. A complete set of drawings shall also be provided on disc using AutoCAD Release 2019. Layering shall be per format already built into the program.
CONSTRUCTION PERIOD SERVICES
A/E firm shall provide such construction period services to allow the VA to supervise the contract on a daily basis with adequate support from the A/E firm. The items of support shall include, but not be limited to:
A. Review of all technical submittals, shop drawings and other technical correspondence.
B. Provide advice and consultation on questions raised by the VA or the contractor on technical matters.
C. Provide sketches and cost estimates as necessary.
D. A/E firm shall provide adequate representation at all pre-bid and pre-construction conferences to answer questions from contractors and inform them of technical items which should be brought to their attention for a complete job.
SITE VISITS
A. A/E firm shall provide representatives to make periodic site visits during the construction to provide additional support to the VA in managing the contract.
B. Site visits shall be at a fixed cost per site visit.
(1) Fifteen (15) Requested & Scheduled Site Visits during construction activities
(2) One (1) warranty period inspection, 3 months prior to the 1 year warranty period.
C. Formal documentation will be required for all site visits. Final inspection reports will be prepared by the A/E firm and submitted to the VA for issuance to the contractor. Record of site visits will be in accordance with, Special Provisions of the Contract.
PROMOTION OF FULL AND OPEN COMPLETION;
(1) A/E agrees to assure specifications are not restrictive. Specifications will be based performance criteria when possible and will not use brand names.
(2) If an occasion arises that use of a brand name is necessary, the A/E will provide a justification including:
(a) Why the particular brand must be used or why a specification can not be written (Proprietary design, etc.)
(b) The criteria of alternate items must be met to be considered equal.
(3) In the event it is necessary to pre-qualify major components the A/E will advise the Contracting Officer of such, so that the necessary action can be taken to establish a Qualified Products List.
(4) In addition to requirements of the special provisions, a certification will be provided stating the solicitation is not restrictive; it has been written to provide full and open competition; and will list at least three manufacturers who can supply major components or systems of the project.
EXISTING FACILITY AND BUILDING INFORMATION
HFS was provided floor plans and miscellaneous information shortly before the site visit.
Additional files were provided afterwards as requested.
SITE INVESTIGATIONS
Site visits and investigations were conducted by HFS design team representatives during July 2021 to review existing conditions and meet with facility personnel. The team met with the COR on site and toured the buildings, and the industrial hygiene technician collected samples throughout the spaces to test for presence of asbestos and lead. A second site investigation was conducted around February 2022.
Initial meeting with the Cincinnati VAMC personnel indicated project goals to:
• Evaluate and document existing TR locations and proposed expansions.
• Evaluate and document new TR proposed locations.
• Evaluate and document existing Data Center and proposed renovation/expansion areas.
• Document miscellaneous existing conditions affecting work scope.
HAZARDOUS MATERIALS
The site investigation resulted in positive identification of asbestos-containing materials requiring abatement work under OSHA, EPA, and the state of Ohio requirements. See attached report for sampling locations and results. Final report and drawings were provided from the IH on August 6, 2021.
Hazardous Building Materials
Inspection Report
Prepared for HFS Company by:
Environmental Team
8000 IH 10 W, Suite 600
San Antonio, TX 78230
Cincinnati Veterans Affairs Medical Center
EHRM Upgrades, Department of Veterans Affairs
VA Project No: 539-21-701
August 06, 2021
DESERT CONCEPTS ENERGY & ENVIRONMENTAL, INC and AMI
3200 Vine St. Cincinnati, Ohio
TABLE OF CONTENTS
1. SURVEY OVERVIEW
1.1. Purpose and Scope
1.1.1. Inspection Area
1.1.2. Limitations
1.2. Regulatory Reference
2. BUILDING INFORMATION
2.1. General Construction
2.2. Pre-Existing Information
3. INSPECTION METHODOLOGIES
3.1. Asbestos Inspection
3.1.1. Key Definitions
3.1.2. Homogenous Material Numbering Convention
3.1.3. Bulk Sampling
3.2. Lead-Based Paint Inspection
3.2.1. Key Definitions
3.2.2. Homogenous Paint Applications Numbering Convention
3.2.3. Paint Chip Sampling
4. SUMMARY OF INSPECTION FINDINGS
4.1. Asbestos Inspection Findings
4.2. Lead Paint Inspection Findings
5. RISKS AND HAZARDS
5.1. Asbestos
5.2. Lead-Based Paint
6. RECOMMENDATIONS
6.1. General Recommendations
6.1.1. Asbestos
6.1.2. Lead-Based Paint
6.2. Hazardous Conditions
6.3. Point Count Analysis / TEM Chatfield Analysis Recommendations
7. REGULATORY REQUIREMENTS
7.1. Asbestos-Containing Materials
7.1.1. Notification Requirements
7.1.2. Asbestos Removal Requirements
7.1.3. OSHA Regulation of <1 Percent Asbestos
7.1.4. Asbestos Removal Regulations
7.2. Lead-Based Paint
7.2.1. Disposal Requirements
7.2.2. Construction Requirements
APPENDIX A: Tables
APPENDIX B: Photo Logs
APPENDIX C: Analytical Results
APPENDIX D: Inspector’s Credentials
APPENDIX E: Schematics
HAZARDOUS MATERIALS INSPECTION REPORT
EHRM Upgrades
VA Project 539-21-701
Cincinnati Veteran Affairs Medical Center
3200 Vine St
Cincinnati, OH 45220
1. SURVEY OVERVIEW
House, Parking Garage, 64, and 117 at the Cincinnati VA Medical Center, Cincinnati, OH and Fort
Thomas, KY were inspected for asbestos-containing material (ACM) and lead-based paint (LBP) by a representative of AMI Environmental (AMIE). The hazardous building materials inspection was conducted in preparation a construction project to upgrade the facilities electric and IT to allow for the new Electronic Health Record Modernization (EHRM) system.
A VA representative, Mostafa Sabeh-Ayoun, escorted the hazardous building material inspection team to the rooms that will be impacted by the EHRM project. The project is hereinafter referred to as The
The inspection and sampling were performed by Lemuel Weyer & Colin Lauenroth in accordance with regulatory requirements and generally accepted industry methods. Copies of applicable requisite training certificates for Lemuel Weyer are provided in Appendix D.
1.1. Purpose and Scope
The purpose and scope of the inspection was to identify and sample suspect ACMs and LBPs in the project area that may be impacted by The Project.
1.1.1. Inspection Area
The hazardous building materials inspection of the project area included all accessible interior areas of the proposed areas of project impact. The proposed Project Area includes areas on multiple floors in Building 1, and other selected areas in multiple buildings at the VA Medical
Center, Cincinnati, OH & Fort Thomas, KY.
The limited survey area includes all accessible interior materials impacted by the EHRM renovation project and will be referred to as the Inspection Area.
1.1.2. Limitations
Bulk sampling is destructive by nature, i.e. samples are physically removed and sent to a laboratory for analysis. Destructive sampling protocols would include penetrating walls, roofs, pipe chases, floors, cabinets, and other materials covering enclosed spaces to inspect for concealed asbestos containing materials. Nondestructive sampling protocols prevented inspection and sampling of materials inside walls and other inaccessible areas of the building. Examples of
Project. The inspection was initiated at the request of Desert Concepts Energy & Environmental, Inc.
on behalf of the VA Medical Center.
On July 13-15, 2021, selected rooms in Buildings: 1, 2, 3, 8, 14, 15, EDU Trailer, Research Trailer, Fisher suspect materials not sampled, include those which may exist inside finished interior walls, pipe chases and rigid ceilings.
New materials may be discovered during demolition.
Sampling of newly discovered materials may not be necessary if the materials are assumed to be ACM.
1.2. Regulatory Reference
The asbestos inspection was conducted in accordance with USEPA National Emission Standard for
Hazardous Air Pollutants (NESHAP) regulations (ref.: 40 CFR, Part 61), following criteria established for identifying asbestos-containing building materials that may be impacted by planned renovation activities; applicable protocols established by the Asbestos Hazard Emergency Response Act
(AHERA) (ref.: 40 CFR 763). The States of Ohio and Kentucky accept EPA AHERA training for asbestos inspectors and establishes licensing requirements for asbestos inspectors.
There is also no licensing requirement for lead-based paint sampling in non-HUD facilities.
2. BUILDING INFORMATION
2.1. General Construction
This project renovation for IT improvements
2.2. Pre-Existing Information
Information on previous surveys or sampling for lead-based paint or asbestos, was not provided.
3. INSPECTION METHODOLOGIES
3.1. Asbestos Inspection
The inspection and sampling were conducted in accordance with the USEPA National Emission
Standard for Hazardous Air Pollutants (NESHAP) regulations (ref.: 40 CFR, Part 61), following criteria established for identifying asbestos-containing. building materials that may be impacted by planned renovation. Additional aspects of the inspection methodology are discussed below.
3.1.1. Key Definitions
3.1.1.1. Homogenous Material
Homogenous materials are unique applications of building materials uniform in color and texture. The homogeneity of a material can be further defined by area(s) of application. Bulk sampling is conducted to determine the asbestos content of a homogenous material.
3.1.1.2. Asbestos-Containing Material (ACM)
The Environmental Protection Agency (EPA) and the Occupational Safety and Health
Administration (OSHA) define ACMs as any material that contains greater than one percent asbestos, as determined by visual area estimation (microscopic analysis). The
States of Ohio and Kentucky follow the EPA standard. Some materials contain one percent or less asbestos. While these materials are not ACMs, by definition, they are still regulated by OSHA, for worker exposure.
3.1.1.3. Friable/Non-Friable ACM
Friable ACMs are materials that contain more than one percent asbestos and, when dry, can be crumbled, pulverized, or reduced to powder by hand pressure, thereby releasing fibers into the air more readily. In contrast, non-friable ACMs are ACMs that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. Non-friable ACMs are grouped into two categories: Category I and Category
II.
3.1.1.4. Regulated Asbestos-Containing Materials (RACM)
Regulated Asbestos-Containing Materials (RACM) include friable ACMs and non-friable ACMs that, depending on their category, have become friable, have been subjected to specific forms of impact damage, have a high probability of becoming friable, and/or may become friable during removal.
3.1.2. Homogenous Material Numbering Convention
All suspect asbestos materials are assigned a unique homogeneous material number. AHERA identifies three basic material types: Surfacing Materials (SM), which include spray and trowel applied materials, such as fireproofing, ceiling texture, plaster, etc.; Thermal System Insulation
(TSI), which includes insulating materials applied to mechanical and plumbing components for temperature preservation and condensation prevention purposes; and Miscellaneous
Materials (MM), which includes all other materials, such as floor coverings and mastics, roofing materials, asbestos cement products, and many others. When a homogenous material has multiple layers, individual layers are identified and analyzed separately by laboratory analysis.
3.1.3. Bulk Sampling
Bulk sampling must be performed to determine whether suspect building material contains asbestos. Asbestos bulk sampling for the inspection was conducted in accordance with protocols established by the Asbestos Hazard Emergency Response Act (AHERA) (ref.: 40
CFR 763). Friability of the suspect asbestos-containing materials was determined by touching and/or sampling of the material.
3.1.3.1. Bulk Sample Numbering Convention
Bulk samples are given a sequence number when collected.
3.1.3.2. Polarized Light Microscopy Analysis (PLM)
Bulk samples collected during the inspection were submitted to an EPA accredited laboratory, EMSL Analytical, Inc. (EMSL), located at 6340 CastlePlace Dr.
Indianapolis, IN 46250. EMSL was instructed to perform Polarized Light Microscopy
(PLM) analysis, utilizing dispersion staining techniques (ref: EPA Method 600/M4-
82-020). PLM analysis is the most commonly used microscopic analysis estimate method and is accepted by EPA.
A total of 198 homogeneous materials were identified in the Inspection Areas.
Representative samples of the suspect materials were collected and submitted for laboratory analysis. PLM Analysis was performed on all distinct layers (i.e. mastic).
Heterogeneous applications are individual layers of different materials contained within a single bulk sampled, each of which must be analyzed individually to determine its asbestos content (e.g. vinyl floor tiles and mastic; cove base and mastic;
etc.). Table 1 lists all samples collected and analyzed in the current survey.
Please refer to the Table 1– Asbestos Material Sampling Table in Appendix A for a complete listing of all materials sampled. The laboratory analytical reports may be found in Appendix C for the current inspection.
3.1.3.3. Quantification Method Analysis
EPA regulations allow materials determined to contain less than 10 percent asbestos utilizing a visual estimate quantification method, such as PLM analysis, to be treated as non-asbestos containing if the material is re-analyzed using one of two quantification methods and determined to contain one percent or less of asbestos. The two acceptable quantification methods are point count analysis and TEM Chatfield analysis.
Quantification methods are more time-consuming and more expensive analytical procedures that are occasionally used to increased accuracy to determine the amount of asbestos in certain samples. Because of their higher cost and the acceptable accuracy of the less expensive visual estimation method, laboratories do not typically perform quantification analyses unless specifically requested.
The quantification method known as point count analysis is used for most ACM types, except floor tile. The organic matrix composition of floor tile precludes the use of point count analysis to increased accuracy to determine asbestos amounts within a sample. Therefore, TEM Chatfield analysis—which effectively removes all organic materials, leaving only asbestos behind—is necessary to provide a more precise percentage of asbestos content in floor tile.
Please refer to section 6.0 Recommendations, for recommendations concerning supplemental analysis.
3.2. Lead-Based Paint Inspection
The LBP inspection included visual identification of homogenous paint applications and laboratory analysis of the bulk paint samples collected. While the U. S. Department of Housing and Urban
Development (HUD) promulgates guidelines for LBP inspections in child occupied facilities, there are no formal guidelines for non-HUD regulated inspections. Thus, the LBP inspection was conducted in accordance with generally accepted industry standards and practices. Additional aspects of the inspection methodology are discussed below.
3.2.1. Key Definitions
3.2.1.1. Homogenous Paint Applications
Homogenous paint applications are significant paint applications that are visually distinct by their color and uniformity. Significant paint applications do not include incidental occurrences of paint such as isolated occurrences of accent trim, artistic paints, etc.
3.2.1.2. Lead-Based Paint (LBP)
Pursuant to Federal Register, Vol. 61, No. 169, LBP is defined as paint or other surface coatings equal to or greater than 0.5 percent lead by weight or equal to or greater than 1 mg/cm2.
3.2.2. Homogenous Paint Applications Numbering Convention
Homogenous paints and coatings are assigned a unique homogeneous material number (HM#).
The HM# is referenced throughout the report to uniquely identify each paint application.
3.2.3. Lead-based Paint and Lead Containing Materials Sampling
Sampling of suspected lead-based paint was conducted by collecting bulk paint samples for laboratory analysis. Flame Atomic Absorption analysis was conducted to determine the lead content. A total of 82 suspected lead-based paint samples collected and analyzed. Table 2 in
Appendix A lists all suspected lead-based paints sampled.
4. SUMMARY OF INSPECTION FINDINGS
Key findings of the hazardous building materials inspection are summarized below. Please refer to the
Appendices for complete details of the inspection findings and supporting documentation.
4.1. Asbestos Inspection Findings
Asbestos Containing Material Asbestos Content Quantity
• 9"X9" VFT Beige Gray Specks 2% Chrysotile 15 SF
• Black Mastic (Assoc. with above) 2% Chrysotile 15 SF
• Duct Mastic Tan 2% Chrysotile 10 LF
• Duct Mastic Tan 2% Chrysotile 5 LF
• Duct Mastic Tan 2% Chrysotile 10 LF
• 12"X12" VFT Beige Lt Brown Streaks 3% Chrysotile 30 SF
• Black Mastic (Assoc. w/above) 2% Chrysotile 30 SF
• Black Mastic (under non-ACM VFT) 3% Chrysotile 10 SF
• Duct Mastic Tan 2% Chrysotile 15 LF
• Duct Mastic Tan 2% Chrysotile 5 LF
• Black Mastic (under non-ACM VFT) 2% Chrysotile 10 SF
• Duct Mastic Tan 2% Chrysotile 10 LF
• Black Mastic (under non-ACM VFT) 2% Chrysotile 20 SF
• TSI Pipe Wrap Beige Assumed (labeled) 30 LF
• TSI Mudded Fittings White Assumed (labeled) 5 EA
• TSI 1” Pipe Insulation Black 20% Chrysotile 40 LF
• TSI Mudded Fitting White 50% Chrysotile 10 EA
• Black Mastic (under non-ACM VFT) 4% Chrysotile 10 SF
• TSI Mudded Fitting White 50% Chrysotile 5 EA
• TSI Mudded Fitting White 3% Amosite 5 EA
• Heater-Mudded Insulation White 2% Amosite 1 EA
• 12"X12" VFT Beige W/ Gray Specks 2% Chrysotile 40 SF
• 12"X12" VFT Beige W/ Gray Specks 3% Chrysotile 250 SF
• Black Mastic (Assoc w above) 2% Chrysotile 250 SF
• 12"X12" VFT Beige W/ Gray Specks 2% Chrysotile 50 SF
• Black Mastic 2% Chrysotile 50 SF
Please refer to Table 1 – Asbestos Sampling Table in Appendix A for a complete listing of all asbestos sampling.
4.2. Lead Paint Inspection Findings
Key findings of the hazardous building materials inspection are summarized below. Please refer to the
Appendices for complete details of the inspection findings and supporting documentation.
Lead-based Paint Lead Content Quantity
• Gray Metal Door Frame 33 % lead by wt. 1 EA
• Light Green Ceiling Paint 0.51 % lead by wt. 250 SF
• Gray Floor Paint 0.55 % by wt. 200 SF
Please refer to Table 2 – Lead Paint Sampling Table in Appendix A for a complete listing of all lead-based paint results.
5. RISKS AND HAZARDS
5.1. Asbestos
To be a significant health concern, asbestos fibers must be inhaled. When asbestos fibers are inhaled, they become lodged in the lung tissue or alveoli. Here they clog and scar the tissues, causing the walls of the alveoli to lose their elasticity and useful function in respiration. Asbestosis (scarring of the lung), lung cancer, and Mesothelioma (cancer of the lining of the chest or lining of the abdominal wall) are diseases associated with asbestos exposure. Risks and hazards increase with increased exposure. ACM condition, proximity to building occupants, building use, and other factors can influence the potential for asbestos fibers to become airborne, and therefore increase exposure risks.
5.2. Lead-Based Paint
Inhalation and ingestion are the major routes of lead exposure. Once in the body, lead is distributed via the bloodstream to red blood cells, soft-tissue, and bone. The kidneys and gastrointestinal (GI) tract eliminate lead in the body very slowly, while minute amounts are lost through perspiration.
Lead in the body can cause serious damage to the central and peripheral nervous system, the cardiovascular system, and the kidneys. Exposure to high concentrations of lead can cause retardation, convulsions, coma, and sometimes death. Children are especially vulnerable and susceptible to lead poisoning. Even low levels of exposure persisting during childhood are known to slow a child’s normal development and cause learning and behavioral problems. Exposure to lead can result from deteriorating surfaces and activities mechanically impacting lead surfaces. Preventing exposure requires proper work practices, monitoring, disposal and personal protective equipment during demolition, alteration and friction producing activities.
6. RECOMMENDATIONS
The purpose of this section is to interpret survey findings and provide preliminary recommendations that may be relevant and appropriate at this time. Because this document is a presentation of investigative findings, recommendations related to future construction activities are inherently general in nature. More specific determinations concerning hazardous building materials to be impacted by construction should be made during the abatement project design process.
6.1. General Recommendations
6.1.1. Asbestos
State and/or federal regulations require that ACMs be removed prior to demolition or renovation activities that will impact the ACMs. Depending on the specific renovation work to be performed, certain ACMs may not require removal if they will not be disturbed and do not pose a risk to building occupants or construction trade workers. However, to ensure worker safety and to eliminate future asbestos-related maintenance and management costs and risks, AMIE recommends removal of all identified ACMs in the areas to be renovated. While partial abatement may be technically possible, it is often impractical and not cost-effective.
ACMs not impacted by renovation or demolition activities should be inspected annually and maintained in good condition. ACMs deemed to be in less than good condition (damaged or significantly damaged) should be repaired or removed and replaced. Such repairs should be performed by qualified persons and in accordance with regulatory guidelines.
6.1.2. Lead-Based Paint and Lead Containing Materials
Facility owners are ultimately liable for their lead-containing hazardous waste from cradle to grave. EPA regulations provide two ways to determine whether a waste stream, such as demolition debris containing LBP, must be classified as hazardous waste. Waste generators can either test the waste using an approved testing method (Toxicity Characteristic Leaching
Procedure [TCLP]), or they can apply knowledge of the hazardous characteristic of the waste.
Based on the initial lead paint testing results, AMIE recommends TCLP testing be conducted on the existing building materials, painted and unpainted, prior to the start of renovation or demolition activity. In addition, trade contractors who work in the facility should also be notified of the presence of lead so that they can appropriately monitor and protect their workers against lead exposure.
Any lead-based painted building components not removed during renovation should be considered for inclusion in a facility management plan that maintains potential exposure below
OSHA action levels and ensures the material will be handled properly and in accordance with applicable regulations.
6.2 Hazardous Conditions
No hazardous conditions were observed during the surveys.
6.3. Point Count Analysis / TEM Chatfield Analysis Recommendations
No samples were recommended for Point Count or TEM Chatfield Analysis.
7. REGULATORY REQUIREMENTS
7.1. Asbestos-Containing Materials
The removal and disposal of ACMs is regulated at the federal, state, and, sometimes, local level. Ohio and Kentucky have adopted the federal standards but have established licensing requirements and enforcement authority at the state level.
7.1.1. Notification Requirements
EPA’s NESHAP regulation, 40 CFR, Subpart M, 61.145, Standard for Demolition and
Renovation, stipulates that an owner of a facility submit proper notification with either the
EPA’s regional office and/or the state and local regulatory agency of intention to demolish or renovate. Notifications must be received by the appropriate regulatory agencies 10 working days prior to commencement of asbestos stripping or removal, or other site work. If the demolition or renovation date changes, or the scope of work is increased, another notification is required.
7.1.2. Asbestos Removal Requirements
Asbestos removal must be performed by a licensed abatement contractor. The contractor should follow all work practices, worker protection, and disposal requirements set forth in the contract specifications and by the Occupational Safety and Health Administration (OSHA) and the EPA. Key federal regulations concerning asbestos include 29 CFR 1910.1001, 29 CFR
1926.1101, 40 CFR Part 61, Subpart M, and 40 CFR 763.
7.1.3. OSHA Regulation of ≤ 1 Percent Asbestos
While EPA does not regulate materials containing one percent or less asbestos, OSHA regulates materials containing any amount of asbestos. (Ref. OSHA Construction Industry
Standard, 29 CFR 1926.1101(a)(3))
7.1.4. Asbestos Removal Regulations
The States of Ohio and Kentucky have adopted the EPA NESHAP regulations for asbestos removal and requires asbestos removal contractors to be licensed with the state. Asbestos
Containing Building Material (ACBM) should only be removed by licensed and accredited contractors in the State.
7.2. Lead Waste
7.2.1. Disposal Requirements
The Resource Conservation and Recovery Act (RCRA) classifies lead-containing waste streams as hazardous materials if TCLP levels exceed five parts per million. If TCLP leachable lead levels exceed that threshold, EPA regulations (40 CFR 261) require the waste stream to be handled and disposed of as a hazardous waste. Waste streams containing less than five parts per million of leachable lead are classified as non-hazardous waste and can be disposed of in a construction and demolition landfill.
7.2.2. Construction Requirements
OSHA’s 29 CFR 1926.62 regulates worker exposure to lead during construction activities that include demolition or salvage of structures where lead or materials containing lead are present, as well as removal or encapsulation of lead-containing materials. The standard establishes maximum limits of exposure to lead, including a permissible exposure limit and action level, and should be adhered to during construction and demolition activities
APPENDIX A
Table 1. Asbestos Material Sampling
Table 2. Lead-based Paint Sampling
Table I
Table 1: Asbestos-Containing Material Sampling Table & Test Results AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-01: Fire Stop Caulk
01 Red Building 1 A025a None
Detected
MM-02: Drywall &
Joint Compound 02 Composite Brown/ White
Building 1 A0005 None
Detected
MM-02: Drywall &
Joint Compound 03 Composite Brown/ White
Building 1 A042,C034,C190, C195
None Detected
MM-03: Duct Mastic 04 Gray Building 1 A042
None Detected
SM-01: Fire Proofing 05 Gray Building 1 A042
None Detected
SM-01: Fire Proofing 06 Gray Building 1 A042
None Detected
SM-01: Fire Proofing 07 Gray Building 1 A042
None Detected
MM-04: 12"X12" VFT
Light Blue W/ Dark
Blue Streaks, Tan
Mastic
08 Floor Tile Blue Building 1 A035 None
Detected
MM-04a: 12"X12"
VFT Light Blue W/
Dark Blue Streaks, Tan Mastic
08 Mastic Yellow Building 1 A035 None
Detected
MM-04: 12"X12" VFT
Light Blue W/ Dark
Blue Streaks, Tan
Mastic
09 Floor Tile Blue Building 1 A035 None
Detected
MM-04a: 12"X12"
VFT Light Blue W/
Dark Blue Streaks, Tan Mastic
09 Mastic Yellow Building 1 A035 None
Detected
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-05: - 6" Black
Cove Base, Tan
Mastic 10 Cove Base Black Building 1 A035
None Detected
MM-05a: - 6" Black
Cove Base, Tan
Mastic 10 Mastic Tan Building 1 A035
None Detected
MM-06: Gray Duct
Mastic 11 Gray Building 1 A035, C034 None
Detected
MM-07: Red Fire
Stop Caulk 12 Red Fire
Stop Caulk Red Building 1 A035
None Detected
SM-02: Plaster Wall
White 13 Finish Coat White Building 1 B8
Basement None
Detected
SM-02a: Plaster Wall
White 13 Base Coat Gray Building 1 B8
Basement None
Detected
SM-02: Plaster Wall
White 14 Finish Coat White Building 1 B8
Basement None
Detected
SM-02a: Plaster Wall
White 14 Base Coat Gray Building 1 B8
Basement None
Detected
SM-02: Plaster Wall
White 15 Finish Coat White Building 1 B8
Basement None
Detected
SM-02a: Plaster Wall
White 15 Base Coat Gray Building 1 B8
Basement None
Detected
MM-08: 12"X12" VFT
Tan W/Gray Specks 16 Floor Tile Gray/ White
Building 1 B8 Basement
None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-08a: 12"X12"
VFT Tan W/Gray
Specks 16 Mastic Yellow
Building 1 B8 Basement
None Detected
MM-09: Ceramic
Floor Tile 17 Ceramic
Tile Gray
Building 1 B8 Basement
None Detected
MM-09a: Ceramic
Floor Tile 17 Grout Gray Building 1 B8
Basement None
Detected
SM-03: Fire Proofing 18 Gray Building 1 C034
None Detected
SM-03: Fire Proofing 19 Gray Building 1 C034
None Detected
SM-03: Fire Proofing 20 Gray Building 1 C034
None Detected
MM-10: 12"X12" VFT
Light Brown W/ Tan
Streaks, Yellow
Mastic
21 Floor Tile Tan Building 1 C034 None
Detected
MM-10a: 12"X12"
VFT Light Brown W/
Tan Streaks, Yellow
Mastic
21 Mastic Yellow Building 1 C034 None
Detected
TSI-01: TSI End Cap 22 White Building 1: A020
None Detected
TSI-01: TSI End Cap 23 White Building 1: A020
None Detected
TSI-01: TSI End Cap 24 White Building 1: A020
None Detected
TSI-01: TSI End Cap 25 White Building 1: A020
None Detected
MM-11: 12"X12" VFT
Beige W/ Gray 26 Floor Tile
Gray/ Beige
Building 1: A141a None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
Streaks, Yellow
Mastic
MM-11a: 12"X12"
VFT Beige W/ Gray
Streaks, Yellow
Mastic
26 Mastic Yellow Building 1: A141a None
Detected
MM-11: 12"X12" VFT
Beige W/ Gray
Streaks, Yellow
Mastic
27 Floor Tile Gray/ Beige
Building 1: A141a None
Detected
MM-11a: 12"X12"
VFT Beige W/ Gray
Streaks, Yellow
Mastic
27 Mastic Yellow Building 1: A141a None
Detected
MM-12: 9"X9" VFT
Beige W/ Gray
Specks, Black
Mastic
28 Floor Tile Gray Building 1:
A141a 2%
Chrysotile Good N 15 SF 18
MM-12a: Black
Mastic 28
Mastic (Assoc with above)
Black Building 1:
A141a 2%
Chrysotile Good N 15 SF 18
MM-12a: 9"X9" VFT
Beige W/ Gray
Specks, Black
Mastic
Floor Tile & Mastic
Gray & Black
Building 1:
A141a
Positive Stop
Good N Included Above 19
MM-13: Drywall /
Joint Compound 30 Brown/ White
Building 1: A141a None
Detected
MM-14: Fire Stop
Caulk Red 31 Red Building 1: A141a None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-15: 6" Tan Cove
Base W/ Yellow
Mastic
Cover Base
Tan Building 1: A141a None
Detected
MM-15a: 6" Tan Cove
Base W/ Yellow
Mastic 32 Mastic Yellow Building 1: A141a
None Detected
MM-16: Terrazzo
Cove Base W/ Grout 33 Terrazzo Black Building 1: A141a None
Detected
MM-16a: Terrazzo
Cove Base W/ Grout 33 Grout Gray Building 1: A141a None
Detected
MM-17: Drywall Joint
Compound 34 Composite Brown/ White
Building 1: A1016 None
Detected
MM-18: Fire Stop
Caulk 35 Red Building 1: A1016 None
Detected
MM-19: 12"X12" VFT
Light Gray W/ Brown
Streaks, Yellow
Mastic
36 Floor Tile Gray Building 1: A147a None
Detected
MM-19a: 12"X12"
VFT Light Gray W/
Brown Streaks, Yellow Mastic
36 Mastic Yellow Building 1: A147a None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-20:2'x2' Ceiling
Tile White Wormhole 37 Gray/ White
Building 1:
A147a, C195
None Detected
SM-04: Gray
Fireproofing 38 Gray Building 1: A147a
Above Drop Ceiling
None Detected
SM-04: Gray
Fireproofing 39 Gray Building 1: A147a
Above Drop Ceiling
None Detected
SM-04: Gray
Fireproofing 40 Gray Building 1: A147a
Above Drop Ceiling
None Detected
MM-21: 6" Cove Base
Gray, Tan Mastic 41 Cover Base
Gray Building 1:
A147a, C195 None
Detected
MM-21a: 6" Cove
Base Gray, Tan
Mastic 41 Mastic Gray
Building 1:
A147a, C195
None Detected
MM-22: Duct Mastic
Tan 42 Gray / Tan
Building 1:
C190, B124b
2% Chrysotile
Good N 10 LF 29
SM-05: Gray
Fireproofing 43 Gray Building 1: C190, C127, C1059 None
Detected
SM-05: Gray
Fireproofing 44 Gray Building 1: C190, C127, C1059 None
Detected
SM-05: Gray
Fireproofing 45 Gray Building 1: C190, C127, C1059 None
Detected
MM-23: 12"X12" VFT
Tan W/ Brown
Specks W/ Yellow
Mastic
46 Floor Tile Tan Building 1: C190, C195 None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-23a: 12"X12"
VFT Tan W/ Brown
Specks W/ Yellow
Mastic
46 Mastic Yellow Building 1: C190, C195 None
Detected
MM-24: Duct Mastic
Tan 47 Gray/ Tan
Building 1: C190 2%
Chrysotile Good N 5 LF 32
MM-25: Duct Mastic Tan
Gray/ Tan
Building 1:
C1059
2% Chrysotile
Good N 10 LF 33
MM-26: 12"X12" VFT
Beige W/ Light Brown Streaks, Black Mastic
49 Floor Tile Brown/ Beige
Building 1:
C1059,C127, B124b
3% Chrysotile
Good N 30 SF 34
MM-26a: Black Mastic
Mastic
(Assoc w/ above
Black Building 1:
C1059,C127, B124b
2% Chrysotile
Good N 30 SF 34
MM-27: 4" Gray Cove
Base W/ Brown
Mastic 50 Cove Base Gray
Building 1:
C1059,C127, B124b
None Detected
MM-27a: 4" Gray
Cove Base W/ Brown
Mastic 50 Mastic Brown
Building 1:
C1059,C127, B124b
None Detected
MM-28: 12"X12" VFT
White W/ Gray
Specks, Black Mastic 51 Floor Tile Gray
Building 1: A239, B221
None Detected
MM-28a: Black
Mastic 51 Mastic
(Assoc w above)
Black Building 1:
A239, B221
3% Chrysotile
<10% Damaged
N 10 SF 36
MM-29: Drywall /
Joint Compound 52 Composite Brown/ White
Building 1: A239 None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-30: 4" Black
Cove Base W/ Tan
Mastic 53 Cove Base Building 1: A239, B221 None
Detected
MM-30a: 4" Black
Cove Base W/ Tan
Mastic 53 Mastic Building 1: A239, B221 None
Detected
MM-31: Red Fire
Stop Caulk 54 Red Building 1: A239 None
Detected
MM-32: Gray Duct
Mastic 55 Gray Building 1: A239 None
Detected
MM-33: Terrazzo Tan 56 Tan
Building 1: A239, B221
None Detected
MM-34: 12"X12" VFT
Beige W/ Tan
Specks, Yellow
Mastic
57 Floor Tile Beige Building 1: A2005 None
Detected
MM-34a: 12"X12"
VFT Beige W/ Tan
Specks, Yellow
Mastic
57 Mastic Yellow Building 1: A2005 None
Detected
MM-35: 6" Cove Base
Tan W/ Yellow Mastic 58 Cove Base Brown Building 1: A2005 None
Detected
MM-35a: 6" Cove
Base Tan W/ Yellow
Mastic 58 Mastic Yellow Building 1: A2005
None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-36: Drywall /
Joint Compound 59 Brown/ White
Building 1:
A2005, A250, A250a, C208, C229, C2057
None Detected
MM-37: Red Fire
Stop Caulk 60 Red
Building 1:
A2005, A250, A250a, B221, C220, C229
None Detected
MM-38: 12"X12" VFT
Gray W/ Brown
Specks, Yellow
Mastic
61 Floor Tile Gray Building 1: A250a
& A250 None
Detected
MM-38a: 12"X12"
VFT Gray W/ Brown
Specks, Yellow
Mastic
61 Mastic Yellow Building 1: A250a
& A250 None
Detected
MM-39: - 6" Gray
Cove Base W/ Yellow
Mastic 62 Cove Base Gray
Building 1: A250a & A250
None Detected
MM-39a: - 6" Gray
Cove Base W/ Yellow
Mastic
62 Mastic Yellow Building 1: A250a
& A250 None
Detected
SM-06: Gray
Fireproofing 63 Gray Building 1: A250a
& A250 None
Detected
SM-06: Gray
Fireproofing 64 Gray Building 1: A250a
& A250 None
Detected
SM-06: Gray
Fireproofing 65 Gray Building 1: A250a
& A250 None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
SM-07: Gray
Fireproofing 66 Gray Building 1: C208, C220, C229, C2057
None Detected
SM-07: Gray
Fireproofing 67 Gray Building 1: C208, C220, C229, C2057
None Detected
SM-07: Gray
Fireproofing 68 Gray Building 1: C208, C220, C229, C2057
None Detected
MM-40: Duct Mastic Tan
69 Gray Building 1: C220 2%
Chrysotile Good N 15 LF 50
TSI-02: TSI End Cap
White
Yellow/ White
Building 1: C229 None
Detected
MM-41: Duct Mastic Tan
71 Gray Building 1:
C229E 2%
Chrysotile Good N 5 LF 52
MM-42: 12"X12" VFT
Brown W/ Dark
Brown Specks W/
Yellow Mastic
72 Floor Tile Brown Building 1: C2057 None
Detected
MM-42a: 12"X12"
VFT Brown W/ Dark
Brown Specks W/
Yellow Mastic
72 Mastic Yellow Building 1: C2057 None
Detected
MM-43: 6" Cove Base
Brown W/ Yellow
Mastic 73 Cove Base Brown Building 1: C2057
None Detected
MM-43a: 6" Cove
Base Brown W/
Yellow Mastic 73 Mastic Beige Building 1: C2057
None Detected
SM-08: Plaster W/
Skim Coat White 74 Plaster Gray Building 1: B221 None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
SM-08a: Plaster W/
Skim Coat White 74 Skim Coat White Building 1: B221 None
Detected
SM-08: Plaster W/
Skim Coat White 75 Plaster Gray Building 1: B221 None
Detected
SM-08a: Plaster W/
Skim Coat White 75 Skim Coat White Building 1: B221 None
Detected
SM-08: Plaster W/
Skim Coat White 76 Plaster Gray Building 1: B221 None
Detected
SM-08a: Plaster W/
Skim Coat White 76 Skim Coat White Building 1: B221 None
Detected
MM-44: Terrazzo Tan
Gray/ Tan
Building 1: B221 None
Detected
MM-45: Gray Duct
Mastic 78 Gray Building 1: A345 None
Detected
MM-46: Drywall Joint
Compound
Brown/ White
Building 1: A345, A396, C311, C333, C3035, C312b
None Detected
MM-47: White W/
Dark Gray Specks, Black Mastic 80 Floor Tile White Building 1: A345
None Detected
MM-47a: Black Mastic
80 Mastic Black Building 1: A345 2%
Chrysotile Good N 10 SF 59
MM-48: Red Fire
Stop Caulk 81 Red Building 1: A345, A36, C311, C3035, C312b
None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
SM-09: Gray
Fireproofing 82 Gray Building 1: A396, C311, C333 None
Detected
SM-09: Gray
Fireproofing 83 Gray Building 1: A396, C311, C333 None
Detected
SM-09: Gray
Fireproofing 84 Gray Building 1: A396, C311, C333 None
Detected
MM-49: 12"X12" VFT
Beige W/ Tan
Specks, Black Mastic 85 Floor Tile Beige Building 1: C311
None Detected
MM-49a: 12"X12"
VFT Beige W/ Tan
Specks, Black Mastic 85 Mastic Black Building 1: C311
None Detected
MM-50: 4" Cove Base
Tan W/ Tan Mastic 86 Cove Base Tan Building 1: C311, C333 None
Detected
MM-50a: 4" Cove
Base Tan W/ Tan
Mastic 86 Mastic Tan
Building 1: C311, C333
None Detected
MM-51: Duct Mastic Tan
87 Mastic Brown Building 1: C333 2%
Chrysotile Good N 10 LF 64
MM-52: 12"X12" VFT
Beige W/ White
Specks, Yellow
Mastic
88 Floor Tile Beige Building 1: C3035 None
Detected
MM-52a: 12"X12"
VFT Beige W/ White
Specks, Yellow
Mastic
88 Mastic Yellow Building 1: C3035 None
Detected
MM-53: 6" Cove Base
Light Gray, Tan
Mastic 89 Cove Base Tan Building 1: C3035
None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-53a: 001: 6"
Cove Base Light
Gray, Tan Mastic 89 Mastic Tan Building 1: C3035
None Detected
MM-54: Linoleum
Floor Tan W/ Yellow
Mastic 90 Linoleum Tan Building 1: C3006
None Detected
MM-54a: Linoleum
Floor Tan W/ Yellow
Mastic 90 Mastic Yellow Building 1: C3006
None Detected
MM-54: Linoleum
Floor Tan W/ Yellow
Mastic 91 Linoleum Tan Building 1: C3006
None Detected
MM-54a: Linoleum
Floor Tan W/ Yellow
Mastic 91 Mastic Yellow Building 1: C3006
<1% Chrysotile
MM-55: 12"X12" VFT
Beige W/ Gray
Flakes, Black Mastic 92 Floor Tile Beige Building 1: B312b
None Detected
MM-55a: 12"X12"
VFT Beige W/ Gray
Flakes, Black Mastic 92 Mastic
Black/ Yellow
Building 1: B312b None
Detected
MM-56: Ceramic
Floor Tile W/ Grout
Gray
Ceramic Tile
Gray Building 1: B312b None
Detected
MM-56a: Ceramic
Floor Tile W/ Grout
Gray 93 Grout Gray Building 1: B312b
None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-57: Gray Duct
Mastic 94 Gray Building 1: B305b None
Detected
MM-58: 12"X12" VFT
Beige W/ Brown
Streaks, Black Mastic 95 Floor Tile Beige Building 1: A445a
None Detected
MM-58a: Black
Mastic 95
Mastic (under non-ACM
VFT)
Black/ Yellow
Building 1:
A445a
2% Chrysotile
Good N 20 SF 71
MM-59: 6" Cove Base
Black W/ Tan Mastic 96 Cove Black Building 1: A445a None
Detected
MM-59a: 6" Cove
Base Black W/ Tan
Mastic 96 Mastic Tan Building 1: A445a
None Detected
SM-10: Plaster Gray
W/ White Skim Coat 97 Plaster Gray Building 1: A445a None
Detected
SM-10a: Plaster Gray
W/ White Skim Coat 97 Skim Coat White Building 1: A445a None
Detected
SM-10: Plaster Gray
W/ White Skim Coat 98 Plaster Gray Building 1: A445a None
Detected
SM-10a: Plaster Gray
W/ White Skim Coat 98 Skim Coat White Building 1: A445a None
Detected
SM-10: Plaster Gray
W/ White Skim Coat 99 Plaster Gray Building 1: A445a None
Detected
SM-10a: Plaster Gray
W/ White Skim Coat 99 Skim Coat White Building 1: A445a None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-60: Fire Stop
Caulk Red 100 Red Building 1: A445a None
Detected
MM-61: Gray Duct
Mastic 101 Gray Building 1: A445a None
Detected
MM-62: Terrazzo Tan
With Pebbles 102 Tan/ White
Building 1: B416 None
Detected
MM-63: Drywall /
Joint Compound 103 Composite Brown/ White
Building 1: B416 None
Detected
MM-64: Drywall /
Joint Compound 104 Composite Brown/ White
NW Corner of Building 3
Basement Room 001a
None Detected
MM-64: Drywall /
Joint Compound 105 Composite Brown/ White
NW Corner of Building 3
Basement Room 001a
None Detected
MM-65: 2'x2' Ceiling
Tile White /
Wormhole
Gray/ White
NW Corner of Building 3
Basement Room 001a
None Detected
MM-66: 4" Black
Cove Base W/ Tan
Mastic 107 Cove Base Black
NW Corner of Building 3
Basement Room 001a
None Detected
MM-66a: 4" Black
Cove Base W/ Tan
Mastic 107 Mastic Tan
NW Corner of Building 3
Basement Room 001a
None Detected
MM-67: 12"X12" VFT
White W/ Gray
Specks, Black Mastic 108 Floor Tile White
Building 1 5th Floor Room
A546a
None
AMI Project No.: 21-175 Cincinnati VAMC, Cincinnati, OH August 5, 2021
Material #/ Description
Sample Id
Layers Id
Color Location Sample Result
Condition Friable (Y/N)
Estimated Quantity
Photo No.
MM-67a: 12"X12"
VFT White W/ Gray
Specks, Black Mastic 108 Mastic Black
Building 1 5th Floor Room
A546a
None Detected
MM-68: 4" Black
Base Cove W/ Yellow
Mastic 109 Cove Black
Building 1:
A546a, A645a, A929
None Detected
MM-68a: 4" Black
Base Cove W/ Yellow
Mast…
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