Att._1_GATE201069C_Final_CD-SPECIFICATIONS-DIV_01_VL01_1509021_rev.pdf
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National Park Service Gateway National Recreational Area Sandy Hook, NJ
GATE-201069C
092115
TABLE OF CONTENTS
Division Section Title
Volume 1 of 3 - SPECIFICATIONS GROUP
General Requirements Subgroup
DIVISION 01 - GENERAL REQUIREMENTS
011100 SUMMARY OF WORK
012601 CONTRACT MODIFICATION PROCEDURES
012700 DEFINITION OF CONTRACT LINE ITEMS
013100 PROJECT MANAGEMENT AND COORDINATION
013216 CONSTRUCTION SCHEDULE
013233 PHOTO DOCUMENTATION FOR HISTORIC PRESERVATION PROJECTS
013323 SUBMITTAL PROCEDURES
013513.22 ARCHAEOLOGICAL PROTECTION
013523 SAFETY REQUIREMENTS
013591 HISTORIC PRESERVATION TREATMENT PROCEDURES
014000 QUALITY REQUIREMENTS
014200 REFERENCES
015000 TEMPORARY FACILITIES AND CONTROLS
015719.11 INDOOR AIR QUALITY MANAGEMENT
015719.12 NOISE & ACOUSTICS MANAGEMENT
015723 UNDER AN ACRE POLLUTION PREVENTION
016700 PRODUCT REQUIREMENTS
017329 CUTTING AND PATCHING
017340 EXECUTION
017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
APPENDIX A – PROJECT WASTE MANAGEMENT PLAN WORKSHEET
APPENDIX B – STANDARD SOLID WASTE CONVERSIONS
017700 CLOSEOUT PROCEDURES
017823 OPERATIONS AND MAINTENANCE DATA
017900 DEMONSTRATION AND TRAINING
018113.13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON LEED™ PROJECTS
019114 TOTAL BUILDING COMMISSIONING
CLOSEOUT AND OPERATION & MAINTENANCE REQUIREMENTS
END OF TABLE OF CONTENTS
GATE - 201069 01 11 00 - 1
031414 SUMMARY OF WORK
SECTION 01 11 00 - SUMMARY OF WORK
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Work covered by the Contract Documents
2. Work under other contracts
3. Government Furnished Materials
4. Contractor use of site
5. Public use of site
6. Occupancy requirements for buildings
7. Conduct of operations
8. Work Restrictions
9. Schedule of allowances
10. Special Construction Requirements
11. Additional Reports
12. Record Documents / As-Built Drawings
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Location: Building 102, Gateway National Recreation Area, Sandy Hook, New Jersey.
Rehabilitate Building 102 to seasonal employee housing
B. The Work consists of the following:
1. The Work includes the full rehabilitation of the facility to support Gateway National Recreation Area Housing seasonal employee housing, provide relocation and upgrade of mechanical and electrical equipment and devices to current standards, provide an HVAC system compatible to seasonal use, repair and reconfigure Fire and Life safety devices meeting seasonal use and current code standards and regulations, provide improved building accessibility meeting current standards.
2. The rehabilitation of an existing historic U.S. Army barracks, vacant since circa 2010 and damaged by Hurricane Sandy in October 2012, into dormitory-style seasonal employee housing, additionally to be used during the shoulder- and off-seasons as flexible, multi-use meeting space and short-term housing for individuals or groups, as well as meeting space and emergency housing for NPS employees.
3. The work of this item includes the following.
a. Comprehensive interior modernization, including the remediation of hazardous materials, the complete replacement of heating, electrical, fire alarm, telecommunications, and security systems; the repair and partial replacement of plumbing and fire protection systems; the addition of ventilation and cooling systems; and commissioning of building systems;
GATE - 201069 01 11 00 - 2
b. Improvements for accessibility and to meet current codes and standards, including alterations to implement “wet floodproofing” strategies, such as the relocation of critical building services above project design flood elevations and the use of flood-damage-resistant materials in the basement, crawlspaces, and the floor/ceiling assembly between the first floor and the basement and crawlspaces;
c. Reconstruction of missing and severely deteriorated interior structural elements in the North Wing;
d. Reconfiguration of interior spaces to restore the spatial character of the Center Core at the first and second floors and the East Wing at the first floor and providing common resources for building occupants.
e. Reconfiguration of interior spaces to rehabilitate the dorm wings to meet current codes and standards while preserving features that convey the historical and cultural values of the Ordnance Squad Rooms, originally open-plan dormitories.
f. Repair and partial replacement of existing roofing, attic dormers, chimneys, downspouts, and gutters;
g. Selective repairs to existing exterior brick masonry, double-hung wood windows, and contemporary metal storm windows; and
h. Limited site repairs and alterations, such as the addition of exterior mechanical dunnage platforms, an underground liquid propane tank, accessible parking spaces and pedestrian pathways for the occupants of Building 102.
4. Building 012 is an existing historic structure classified as a contributing building to the Fort Hancock and Sandy Hook Proving Ground National Historic Landmark District. All work is subject to compliance with section 106 and 110 (4) of the National Historic Preservation Act, as amended. Compliance includes, but is not limited to, consultation with the New Jersey State Historic Preservation Officer.
5. Project is designed to comply with Federal Sustainability requirements and procedures, as specified in Division 01 Section "Sustainable Design Requirements for Non LEED Projects."
C. Project will be constructed under a single prime contract.
1.3 WORK UNDER OTHER CONTRACTS
A. General: Cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts. These may include, but are not limited to the following.
1. T-Utility Connection to the building
2. Internet Service and IT/WiFi installation within building
3. TV-Cable service
4. Vending Machines
5. Loose furnishings, fixtures, and equipment (FF&E)
GATE - 201069 01 11 00 - 3
1.4 GOVERNMENT-FURNISHED MATERIALS
A. Government will furnish products indicated.
1. Government will arrange and pay for delivery of Government-furnished items according to Contractor's Construction Schedule.
2. After delivery, Government will inspect delivered items for damage. Contractor shall be present for and assist in Government's inspection.
3. If Government-furnished items are damaged, defective, or missing, Government will arrange for replacement.
4. Contractor is responsible for receiving, unloading, and handling Government-furnished items at Project site.
5. Contractor is responsible for protecting Government-furnished items from damage during storage and handling, including damage from exposure to the elements.
6. If Government-furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.
7. Contractor shall install and otherwise incorporate Government-furnished items into the Work.
1.5 CONTRACTOR USE OF SITE
A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.
B. Storage of Materials: Confine storage of materials to area on site approved by Contracting Officer.
C. Preservation of Natural Features:
1. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.
2. Provide temporary barriers to protect existing trees and plants and root zones.
3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with
Contracting Officer and remove agreed-on roots and branches that interfere with construction.
4. Do not fasten ropes, cables, or guys to existing trees.
5. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.
D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.
1. Schedule deliveries to minimize use of driveways and entrances.
2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
E. Construction Camp: Establishment of a camp within the park will not be permitted.
GATE - 201069 01 11 00 - 4
F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.
1.6 PUBLIC USE OF SITE
A. The building will be closed to the public during construction.
1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS
A. Existing Buildings
1. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government’s operations. Maintain existing exits, unless otherwise indicated.
a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer (CO).
B. New Buildings
1. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the entire project.
a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government occupancy.
b. Obtain a Certificate of Occupancy from the NPS before Government occupancy.
c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed.
On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.
d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.
1.8 CONDUCT OF OPERATIONS
A. At all times the contractor shall conduct his operations in conformance with the rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by the Park Superintendent http://www.nps.gov/gate/learn/management/lawandpolicies .
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B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests 48 hours in advance of the work to the Contracting Officer for approval.
C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.
1.9 WORK RESTRICTIONS
A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7 a.m. to dusk, Monday through Friday, except when otherwise indicated.
1. Weekend Hours: with the approval of the Contracting Officer.
2. Early Morning Hours: with the approval of the Contracting Officer.
3. Hours of noisy activity in excess of levels identified in specification 01 57 19.12 NOISE
AND ACOUSTIC MANAGEMENT: with the approval of the Contracting Officer.
B. Existing Utilities
1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.
2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.
3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.
C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:
1. Notify Contracting Officer not less than 48 hours in advance of proposed utility interruptions.
2. Do not proceed with utility interruptions without Contracting Officer’s written permission.
3. Hours for Utility Shutdowns: With the approval of the Contracting Officer.
D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.
1.10 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Lump Sum Allowance - Include the sum of $13,000.00 for the providing and installation of the electrical transformer as indicated within the Civil and Electrical drawings and specifications. Coordinate with JCP&L at (732) 212-4262, Harvey M. Lockley, referencing job #333 384 236, for the performance of the designated utility company scope of work.
1. This allowance includes all costs associated with the utility company's services for the project.
2. All final allowances/costs must be supported with the final invoice for final payment.
GATE - 201069 01 11 00 - 6
1.11 SPECIAL CONSTRUCTION REQUIREMENTS
A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.
1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.
1.12 ADDITIONAL REPORTS
A. A report entitled Final Report of Limited Asbestos, Lead-Based Paint & Universal Waste Inspection Services, October 13, 2014, has been prepared by Louis Berger; attached.
B. A report entitled Fort Hancock-Building 102 Historic Features Study, Gateway National Recreation Area Sandy Hook Unit, May 2015, has been prepared by Quinn Evans Architects; will be made available to the Awarded Contractor upon request.
C. A copy of the report is available to all plan holders with this package.
D. If conflicts occur between the report and drawings or specifications, the contractor shall promptly report the conflict in writing to the Contracting Officer for clarification.
1.13 RECORD DOCUMENTS / AS-BUILT DRAWINGS
A. A copy of the as-built drawings for the 1978 Rehabilitation & Conversion Building 102 Sandy Hook Unit is included under Appendix A in the drawing package for information only, and is referenced from Architectural and MEP (others) to assist the contractor in identifying the extents of selective demolition work needed.
B. Existing conditions in field may vary from as-built drawings. Contractor is to verify existing conditions in field.
C. If conflicts occur between the as-built drawings, existing conditions in the field, and/or the contract drawings or specifications, existing conditions in field and/or contract drawings and specifications govern. The Contractor shall promptly report the conflict in writing to the Contracting Officer for clarification.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 01 11 00
FINAL REPORT OF
LIMITED ASBESTOS, LEAD-BASED PAINT &
UNIVERSAL WASTE INSPECTION SERVICES
Performed at:
GATEWAY NATIONAL RECREATION AREA
SANDY HOOK BUILDING 102
Prepared for:
Prepared by:
Louis Berger 48 Wall Street, 16th Floor
New York, New York 10005
TEL. (212) 612-7900
FAX (212) 363-4341
Project No. 3001020
Submission Date: October 13, 2014
Louis Berger 48 Wall Street, 16th Floor, New York, NY 10005 Tel 212 612 7900 Fax 212 363 4341 www.louisberger.com
October 13, 2014
Britton Evans – DSC/PM Denver Service Center 12795 West Alameda Parkway P.O. Box 25287 Denver, CO 80225-0287
Subject: Limited Asbestos, Lead-Based Paint and Universal Waste Inspection
Services in Conjunction with the Renovation Projects at Gateway National Recreation Area Sandy Hook, Building 102.
Dear Mr. Evans:
Louis Berger (LB) has completed a limited asbestos, lead-based paint & universal waste inspection at Sandy Hook Bldg. 102. The inspections included visual observation, material sampling, and laboratory sample analysis of suspect Asbestos-Containing Materials (ACM), Lead Based Paints (LBP) and an inventory of universal wastes. The scope of this inspection was based on the proposed Pre-Demolition Project.
The attached report presents descriptions and results of the material sampling procedures and visual analysis. Relevant general project information is provided, followed by our findings, assessments and recommendations. Laboratory analysis data and certifications are provided in the Appendices.
If you have any questions concerning this report or if we may be of further assistance to you, please contact us.
Sincerely, LOUIS BERGER
Craig Napolitano, CHMM Vice President, Industrial Hygiene & Hazmat Services
Final Report for Environmental Inspection Services
SANDY HOOK Page - i LB PROJECT NO.: 3001020
LOUIS BERGER FINAL DATE: 10/13/2014
TABLE OF CONTENTS
Page
1.0 EXECUTIVE SUMMARY
2.0 FIELD SURVEY PROCEDURES AND SAMPLE ANALYSIS METHODS
3.0 INSPECTION SCOPE AND MATERIAL ASSESSMENT
4.0 INSPECTION RESULTS
4.1 TABLE 4.1 - SUSPECT MATERIALS INSPECTED
4.2 CONDITION AND FRIABILITY ASSESSMENT TABLE
5.0 AREAS NOT ACCESSIBILE
6.0 CONCLUSIONS AND RECOMMENDATIONS
7.0 REPORT CERTIFICATIONS
Appendices
Appendix A: Asbestos Sample Analysis Results in Tabular Form Appendix B: Asbestos Bulk Sample Field Data Sheets with Chain of Custody & Laboratory Results Appendix C: Lead Field Data Sheets with XRF Results Appendix D: Universal Waste Field Data Sheets (if applicable) Appendix E: Company License, Personnel Certifications and Laboratory Accreditations Appendix F: Bulk Sample Location Drawings Appendix G: Asbestos Containing Material Locations Drawings Appendix H: Site Photo Log
SANDY HOOK Page - 1 LB PROJECT NO.: 3001020
1.0 EXECUTIVE SUMMARY
Louis Berger (LB) has completed a limited asbestos, lead-based paint & universal waste inspection at Sandy Hook Bldg. 102. The inspections included visual observation, material sampling, and laboratory sample analysis of suspect Asbestos-Containing Materials (ACM), Lead Based Paints (LBP) and an inventory of Universal Wastes. The scope of this inspection was based on the proposed Renovation Project.
Bruce Lockwood and Andrew Cheskin of LB performed a limited survey of Building 102 on September 15 & 16, 2014. Bruce Lockwood holds certification from the New York State Department of Labor as an Asbestos Inspector (NYSDOL Cert # 90-02764) and as a New Jersey Lead Inspector and Risk Assessor (Permit# 026198). Andrew Cheskin holds a certification as a New York State Department of Labor certified Asbestos Inspector (NYSDOL Cert # 05-04280).
A. ASBESTOS-CONTAINING MATERIALS
Analytical results of the bulk samples collected indicate that the following materials contain asbestos (greater than 1-percent).
Building 102
12x12 Beige Floor Tile 9x9 Blue FT.
9x9 White FT 12x12 Off White FT Linoleum Flooring Mastic to Linoleum Flooring
Asbestos was assumed to exist in the following materials due to either inaccessibility or inability to use destructive measures:
Roof
Analytical results of the bulk samples collected indicate that the following materials did not contain asbestos (less than 1-percent);
12x12 Beige Marble FT Mastic to12x12 Beige Marble FT Ceramic Wall Tile Grout Ceramic Wall Tile Backing Ceramic Floor Tile Mortar
SANDY HOOK Page - 2 LB PROJECT NO.: 3001020
2x2 Ceiling Tile Yellow Cove Base Mastic Brick Mortar Red Brown Cove Base Mastic Mastic to 12x12 Beige Floor Tile Mastic to 9x9 Blue FT.
Ceramic FT Mortar Ceramic FT Mastic 12x12 Blue FT Mastic to 12x12 Blue FT Mastic to 12x12 Off White FT 2x4 Ceiling Tile Carpet Mastic 12x12 Red Floor Tile Mastic 12x12 Red Floor Tile Door frame Caulk Brick Mortar Window Frame Caulk Mastic to 9x9 White FT
B. LEAD-BASED PAINTS
XRF shots collected indicate that the following testing combinations are coated with lead-based paint (greater than or equal to 1 mg/cm2);
Grey-Wood-Door-Frame Yellow-Wood-Wall Yellow-Brick-Wall Yellow-Concrete –Ceiling Grey-Wood-Door Yellow-Metal-Ceiling White-Wood-Window Frame White-Wood-Window Sash White-Brick-Upper Wall Black-Brick-Middle Wall Light Grey-Brick-Lower Wall White-Metal-Ceiling Grey-Brick-Lower Wall White-Wood-Door White-Wood-Door-Frame Grey-Wood-Lower Wall
SANDY HOOK Page - 3 LB PROJECT NO.: 3001020
White-Concrete-Ceiling Grey-Concrete-Floor Light Blue-Lower Wall-Brick White-Wood-Column White-Wood-Beam White-Wood Ceiling
XRF shots collected indicate that the following testing combinations are not coated with lead-based paint (less than 1 mg/cm2);
Yellow-Metal-Pipe Grey-Metal-Door White-Metal-Exterior Door White-Metal-Door Frame White-Sheetrock-Wall White-Wood-Window Frame White-Metal-Ceiling White-Sheetrock-Ceiling Brown-Metal-Door Frame White-Wood-Window Sash Yellow-Sheetrock-Wall Grey-Metal-Door Frame Grey-Wood-Post Grey-Wood-Rail Grey-Wood-Riser Blue-Metal-Radiator White-Metal-Ceiling White-Wood-Door White-Wood-Window Sill White-Brick-Wall Blue-Wood-Door Grey-Wood-Window Sill White-Wood-Column White-Wood-Siding
C. Universal Waste Survey
Universal Wastes (i.e., batteries, thermostats, lamps, mercury-containing equipment, and pesticides) are regulated pursuant to the USEPA Universal Waste Requirements (40 CFR Part
SANDY HOOK Page - 4 LB PROJECT NO.: 3001020
273) and New Jersey Universal Waste Requirements (N.J.A.C. 7:26A). Similarly, these sampling procedures may also be used to determine disposal/management or clean-up options for Universal Wastes. Typical equipment that might contain universal wastes is Fluorescent Bulbs, CFL/High Density Bulbs, CFC Containing Equipment, Mercury Containing Equipment, Lead Acid Batteries, Consumer Electronics, Pesticides/Herbicides, Chemicals, Tanks/Heavy Equipment and Organic/Medical Waste.
Please see the below table itemizing the number of assumed universal wastes:
Building Fluorescent Bulbs
CFL/
High
Density Bulbs
CFC
Containing Equipment
Mercury Containing Equipment
Lead- Acid
Batteri es
Consumer Electronics
Pesticides/ Herbicides Chemicals1
Tanks/ Heavy
Equipme nt
Organic/ Medical Waste
Bldg.
200 Bulb 100 Ballasts ---
Refrigerators
2 Freezers
8 Fire Extinguishers, 1 Fire Suppression System
--- Grease Trap
TOTAL 300 --- 4 --- --- --- --- 9 --- 1
2.0 FIELD SURVEY PROCEDURES AND SAMPLE ANALYSIS METHODS
ASBESTOS-CONTAINING MATERIAL
Guidelines used for the inspection were established by the Environmental Protection Agency (EPA) in the Guidance for Controlling Asbestos Containing Materials in Buildings, Office of Pesticides and Toxic Substances, Doc 560/5-85-024, and 40 CFR Part 763, Asbestos Hazard Emergency Response Act (AHERA)
Field information was organized in accordance with the AHERA methodology of homogenous area (HA). During the survey, reasonable effort was made to identify all locations and types of ACM materials associated with the scope of work. Sampling has included multiple samples of the same materials chosen at random. However, due to inconsistencies of a manufacturer's processes and the contractor’s installation methods, materials of similar construction may contain various amounts of asbestos. Furthermore, some materials that were not originally specified to contain asbestos may in fact contain this mineral. For example, cementitious pipe insulation and plaster were frequently mixed with asbestos at the construction site for ease of application. Locating all asbestos materials can only be definitively achieved by conducting exploratory demolition and sampling every section of pipe insulation, fitting or valve covering, fireproofing, and other suspect ACM.
Bulk samples of suspect ACM are analyzed using polarized light microscopy (PLM) coupled with dispersion staining, as described in 40 CFR Part 763 and the National Emissions Standard for Hazardous Air Pollutants (NESHAPS). NESHAPS is the standard industry protocol for the determination of asbestos in building materials. A suspect material is immersed in a solution of known refractive index and subjected to illumination by polarized light. The color displays that result are compared to a standardized atlas whereby the specific variety of asbestos is determined. It should also be recognized that PLM is primarily a qualitative identification
SANDY HOOK Page - 5 LB PROJECT NO.: 3001020 method whereby asbestos percentage, if any, is estimated. While EPA, New York State, and New York City regulations governing ACM consider materials containing greater then 1-percent as asbestos, accurately quantifying asbestos content below 5-percent has been shown to be unreliable.
The New York State Department of Health has recently revised the PLM Stratified Point Counting Method. The March 25th, 2011 method, "Polarized Light Microscopy Methods for Identifying and Quantifying Asbestos in Bulk Samples" can be found as Item 198.1 in the Environmental Laboratory Approval program (ELAP) Certification manual. Whereas the procedure of analysis for bulk samples that fall into the category of "Non-friable Organically Bound" (NOB) can be found in the March 25th 2011 method “Polarized-Light Microscope Method for Identifying and Quantifying Asbestos in Non-Friable Organically Bound Bulk Samples”, Item 198.6 in the ELAP Certification Manual. This category includes any sample in a flexible to rigid asphalt or vinyl matrix (floor tiles, mastic, roofing shingles, roofing felt, etc.).
These samples must be “ashed” in a muffle furnace at 480-degrees Celsius (to remove organic matrix), treated with acid (to remove any mineral carbonate), and filtered through a 0.4-micron polycarbonate filter before being analyzed by PLM. The sample must be weighted between each of these steps to track the percent loss of organic matrix.
ELAP has determined that analysis of NOB materials is not reliably performed by PLM.
Therefore, if PLM analysis yields results of 1-percent asbestos or less, the result must be confirmed by TEM. For bulk samples that undergo TEM analysis, the March 25th, 2011 method “Transmission Electron Microscope Method for Identifying and Quantitating Asbestos in Non- Friable organically Bound Bulk Samples” must be used and can be found as Item 198.4 in the ELAP Certification Manual. ELAP certified laboratories must include the following statement with their PLM analysis results for each “negative” (1-percent or less asbestos) NOB sample:
"Polarized-light microscopy is not consistently reliable in detecting asbestos in floor coverings and similar non-friable organically bound materials. Before this material can be considered or treated as non-ACM, confirmation must be made by quantitative transmission electron microscopy".
All samples are initially analyzed by Polarized Light Microscopy in accordance with Item 198.1 and 198.6 of the ELAP Certification Manual. Samples which yield a negative PLM result and which are classified as a "non-friable" material, are then re-analyzed utilizing TEM methodology in accordance with Item 198.4 of the ELAP Certification Manual. The laboratory performing both these analysis procedures is EMSL located at 307 West 38th Street, New York, NY 10018.
The laboratory has received accreditation from the following agencies:
National Voluntary Laboratory Accreditation Program (Lab Code 101048-9) New York State Environmental Laboratory Approval Program (Lab No. 11506) American Industrial Hygiene Association Accredited Laboratory (Lab No. 102581)
SANDY HOOK Page - 6 LB PROJECT NO.: 3001020
LEAD-BASED PAINT
Any work which disturbs painted surfaces containing lead shall be performed in accordance with the Occupational Safety and Health Administrations (OSHA) 29 CFR 1926.62 (Lead in Construction Standard) and EPA’s 40 CFR 745 regulations. Personal air monitoring should be conducted when disturbing lead based paints and lead containing materials as per 29CFR1926.62
(OSHA).
In addition, all waste generated as part of the project, regardless of the lead content in the paint, shall be tested in accordance with the EPA Resource Conservation and Recovery Act (RCRA) to determine the classification of the waste. Under RCRA, any waste material that, when tested by Toxicity Characteristics Leaching Procedure (TCLP), results in a leachate lead concentration of five (5) parts per million or greater must be disposed of at an EPA licensed hazardous waste facility.
The finer renovation debris and paint chips that result from renovation of components with measurable quantities of lead can be tested by TCLP, or can be assumed hazardous waste and disposed of accordingly. If the scope of work is increased to include removal of actionable building components, we recommend that a TCLP test be performed on one typical component (e.g. metal, sheetrock, plaster, masonry, etc.) to determine proper disposal for all similar components.
The cost of the TCLP depends on the laboratory and location; but typically, a full TCLP analysis may cost from $150 to $350. Any waste material, that when tested by TCLP, results in a leachate lead concentration of five (5) parts per million or greater must be disposed of at an EPA licensed hazardous waste facility. Cost of disposal may range from $5,000 to $7,000 per ton of waste.
3.0 INSPECTION SCOPE AND MATERIAL ASSESSMENT
The areas inspected for ACM, LBP and Universal Waste that may be impacted by the proposed demolition include:
A. ASBESTOS-CONTAINING MATERIAL ASSESSMENT
Analytical results of the bulk samples collected indicate that the following materials contain asbestos (greater than 1-percent).
SANDY HOOK Page - 7 LB PROJECT NO.: 3001020
12x12 Beige Floor Tile 9x9 Blue FT.
9x9 White FT 12x12 Off White FT Linoleum Flooring Mastic to Linoleum Flooring
Asbestos was assumed to exist in the following materials due to either inaccessibility or inability to use destructive measures:
Analytical results of the bulk samples collected indicate that the following materials did not contain asbestos (less than 1-percent);
12x12 Beige Marble FT Mastic to12x12 Beige Marble FT Ceramic Wall Tile Grout Ceramic Wall Tile Backing Ceramic Floor Tile Mortar 2x2 Ceiling Tile Yellow Cove Base Mastic Brick Mortar Red Brown Cove Base Mastic Mastic to 12x12 Beige Floor Tile Mastic to 9x9 Blue FT.
Ceramic FT Mortar Ceramic FT Mastic 12x12 Blue FT Mastic to 12x12 Blue FT Mastic to 12x12 Off White FT 2x4 Ceiling Tile Carpet Mastic 12x12 Red Floor Tile Mastic 12x12 Red Floor Tile Door frame Caulk Brick Mortar Window Frame Caulk
SANDY HOOK Page - 8 LB PROJECT NO.: 3001020
B. LEAD-BASED PAINT ASSESSMENT
Surfaces examined during the Inspection included:
Yellow-Brick-Wall Yellow-Concrete –Ceiling Grey-Wood-Door Yellow-Metal-Ceiling White-Wood-Window Frame White-Wood-Window Sash White-Brick-Upper Wall Black-Brick-Middle Wall Light Grey-Brick-Lower Wall White-Metal-Ceiling Grey-Brick-Lower Wall White-Wood-Door White-Wood-Door-Frame Grey-Wood-Lower Wall White-Concrete-Ceiling Grey-Concrete-Floor Light Blue-Lower Wall-Brick White-Wood-Column White-Wood-Beam White-Wood Ceiling Yellow-Metal-Pipe Grey-Metal-Door White-Metal-Exterior Door White-Metal-Door Frame White-Sheetrock-Wall White-Wood-Window Frame White-Metal-Ceiling White-Sheetrock-Ceiling Brown-Metal-Door Frame White-Wood-Window Sash Yellow-Sheetrock-Wall Grey-Metal-Door Frame Grey-Wood-Post
SANDY HOOK Page - 9 LB PROJECT NO.: 3001020
Grey-Wood-Rail Grey-Wood-Riser Blue-Metal-Radiator White-Metal-Ceiling White-Wood-Door White-Wood-Window Sill White-Brick-Wall Blue-Wood-Door Grey-Wood-Window Sill
Based upon visual inspection and XRF testing, lead has been confirmed to exist in the following testing combinations:
Yellow-Brick-Wall Yellow-Concrete –Ceiling Grey-Wood-Door Yellow-Metal-Ceiling White-Wood-Window Frame White-Wood-Window Sash White-Brick-Upper Wall Black-Brick-Middle Wall Light Grey-Brick-Lower Wall White-Metal-Ceiling Grey-Brick-Lower Wall White-Wood-Door White-Wood-Door-Frame Grey-Wood-Lower Wall White-Concrete-Ceiling Grey-Concrete-Floor Light Blue-Lower Wall-Brick White-Wood-Column White-Wood-Beam White-Wood Ceiling
SANDY HOOK Page - 10 LB PROJECT NO.: 3001020
Lead was not detected in the following testing combinations within the building via XRF testing:
Yellow-Metal-Pipe Grey-Metal-Door White-Metal-Exterior Door White-Metal-Door Frame White-Sheetrock-Wall White-Wood-Window Frame White-Metal-Ceiling White-Sheetrock-Ceiling Brown-Metal-Door Frame White-Wood-Window Sash Yellow-Sheetrock-Wall Grey-Metal-Door Frame Grey-Wood-Post Grey-Wood-Rail Grey-Wood-Riser Blue-Metal-Radiator White-Metal-Ceiling White-Wood-Door White-Wood-Window Sill White-Brick-Wall Blue-Wood-Door Grey-Wood-Window Sill
C. UNIVERSAL WASTE
Visual inspection of the buildings found the following Universal Waste:
Kitchen – 2 Refrigerators, 2 Freezers Kitchen-Grease Trap Kitchen-Fire Suppression System Throughout Building-200 Fluorescent Bulbs and 100 Ballasts Throughout Building-8 Fire Extinguishers
SANDY HOOK Page - 11 LB PROJECT NO.: 3001020
4.0 INSPECTION RESULTS
A. ASBESTOS-CONTAINING MATERIAL
The asbestos inspection involved a thorough visual examination of all areas that may be impacted by the building demolition projects. The following suspect materials were sampled and analyzed for asbestos content:
4.1 Table 4.1 – Suspect Materials Inspected
Homogenous Material Location Material Asbestos Content
Building 102 01 2nd Fl. Center and Stairs 12x12 Beige Marble FT NAD
02 2nd Fl. Center and Stairs Mastic to12x12 Beige Marble
FT NAD
03 Bathroom 1st Fl. Bedroom Bathroom 2nd Floor North Wing Ceramic Wall Tile Grout NAD
04 Bathroom 1st Fl. Bedroom Bathroom 2nd Floor North Wing Ceramic Wall Tile Backing NAD
05 Bathroom 2nd Floor East Wing Ceramic Floor Tile Mortar NAD 06 Bathroom 2nd Floor East Wing 2x2 Ceiling Tile NAD 07 1st and 2nd Floor Hallways Yellow Cove Base Mastic NAD 08 2nd Floor North Wing 12x12 Beige Floor Tile 7.4% Chrysotile 09 2nd Floor North Wing Mastic to 12x12 Beige Floor Tile NAD 10 1st and 2nd Fl. Dorm Rooms Brown Cove Base Mastic NAD
11 Hallway North Wing Hallway East Wing
Brick Mortar Red NAD
12 2nd Fl. East Wing Hall 2nd Fl. East Wing- 2012
9x9 Blue FT. 1.3% Chrysotile
13 2nd Fl. East Wing Hall 2nd Fl. East Wing- 2012
Mastic to 9x9 Blue FT. NAD
14 2nd Fl. Bathroom S. Wing Ceramic FT Mortar NAD 15 2nd Fl. Bathroom S. Wing Ceramic FT Mastic NAD
16 2nd Fl. South Wing – Hall, 2nd Fl.
South Wing – RM 2016
9x9 White FT 3.5% Chrysotile
17 2nd Fl. South Wing - Hall 2nd Fl. South Wing – RM 2016 Mastic to 9x9 White FT <0.25% Chrysotile
18 1st Fl. Center Area 1006 12x12 Blue FT 0.88% Chrysotile 19 1st Fl. Center Area 1006 Mastic to 12x12 Blue FT <0.25% 20 1st Fl. Kitchen 12x12 Off White FT 1.1% Chrysotile 21 1st Fl. Kitchen Mastic to 12x12 Off White FT <0.25% Chrysotile 22 1st Fl. Kitchen 2x4 Ceiling Tile NAD 23 1st Fl. Kitchen Linoleum Flooring 13.4% Chrysotile 24 1st Fl. Kitchen Mastic to Linoleum Flooring 25.4% Chrysotile
25 2nd Fl. South Wing Hall 1st Floor Area 1003
Carpet Mastic NAD
SANDY HOOK Page - 12 LB PROJECT NO.: 3001020
Homogenous Material Location Material Asbestos Content
26 1st Fl. Bedroom 12x12 Red Floor Tile <0.25% Chrysotile 27 1st Fl. Bedroom Mastic 12x12 Red Floor Tile 0.74% Chrysotile 28 Exterior Doors Door frame Caulk <0.25% Chrysotile 29 Exterior Windows Window Frame Caulk NAD 30 Exterior Walls Brick Mortar NAD
Bold = Positive for ACM NAD = No Asbestos Detected NA/PS = Not analyzed/ positive sample
4.2 CONDITION AND FRIABLITY ASSESSMENT TABLE
For each inspection conducted, the inspector classifies ACM or Assumed ACM materials by friability and condition. This helps to determine the extent of damage in certain areas as well as the potential for further damage and Asbestos release due to disturbance of the material.
Table 4.2 – Condition and Friability Assessment
Location Material Quantity Friability Condition Building102
2nd Floor North Wing 12x12 Beige Floor Tile 1,440 SF Non-Friable Damaged 2nd Fl. East Wing
Hall 2nd Fl. East Wing-
9x9 Blue FT. 1,440 SF Non-Friable Damaged
2nd Fl. South Wing – Hall, 2nd Fl. South Wing – RM 2016
9x9 White FT 1,440 SF Non-Friable Damaged
1st Fl. Kitchen 12x12 Off White FT 900 SF Non-Friable Damaged
1st Fl. Kitchen Linoleum Flooring 400 SF Non-Friable Damaged
1st Fl. Kitchen Mastic to Linoleum Flooring 400 SF Non-Friable Damaged
Roof Roofing Materials-Assumed
Inaccessible 7000 SF Non-Friable Good
Condition Definitions:
Good: None/Minimal apparent damage to ACM Damaged: Up to 10% localized damage or up to 25% of the entire ACM is damaged Significantly Damaged: Over 10% localized damage or over 25% of the entire ACM is damaged
SANDY HOOK Page - 13 LB PROJECT NO.: 3001020
4.3 SAMPLE ANALYSIS TABLE
Laboratory analysis results, in tabular form, are included in Appendix A.
B. LEAD-BASED PAINT
The lead Inspection involved a thorough visual examination of all accessible areas impacted by the Interior Alterations Project. The following suspect surfaces were tested for lead content:
SAMPLE LOCATION BUILDING
COMPONENT COLOR SUBSTRATE CONDITION LEAD
RESULT
Building 102
Area 0007 Door frame Grey Wood P 2.5
Area 0007 Wall Yellow Wood P >9.9
Area 0007 Wall Yellow Brick P 1.0
Area 0007 Ceiling Yellow Concrete P >9.9
Area 0001 Door Frame Grey Wood P 1.0
Area 0001 Wall Yellow Wood P 8.2
Area 0001 Door Grey Wood P 2.1
Area 0001 Ceiling Yellow Metal P >9.9
Area 0001 Pipe Yellow Metal P 0.0
Area 0001 Floor Grey Concrete P 0.3
Area 14 Window Frame White Wood P >9.9
Area 14 Sash White Wood P >9.9
Area 14 Door Frame Black Wood P -0.1
Area 14 Door Jamb White Wood P 0.0
Area 14 Upper Wall White Brick P 9.7
Area 14 Middle Wall Black Brick P >9.9
Area 14 Lower Wall Lt Grey Brick P 4.1
Area 0011 Door White Metal G -0.0
Area 0011 Door Frame White Brick G 0.4
Area 0011 Wall Yellow Wood P 6.5
Area 0011 Column Yellow Wood P 0.2
Area 0011 Window Frame White Wood P 7.5
SANDY HOOK Page - 14 LB PROJECT NO.: 3001020
RESULT
Area 0011 Window Sash White Wood P 5.0
Area 0011 Dumb Waiter Yellow Wood P 0.0
Area 0011 Ceiling Yellow Sheet Rock P -0.1
Area 15 Wall White Sheet Rock P 0.0
Area 15 Door White Metal P 0.0
Area 15 Door Frame White Metal P -0.0
Area 000 Door Green Wood P -0.1
Area 000 Door Frame Grey Wood P -0.1
Area 000 Window Frame White Wood P -0.1
Area 000 Window Sash White Wood P 0.3
Area 000 Sill White Wood P 0.2
Area 000 Upper Wall Yellow Brick P >9.9
Area 000 Lower Wall Grey Brick P 4.0
Area 000 Ceiling White Metal P >9.9
Area 0013 Door Frame Grey Wood P 0.0
Area 0013 Upper Wall White Brick P >9.9
Area 0013 Lower wall Grey Brick P >9.9
Area 0008 Door White Wood P 1.0
Area 0008 Door Frame White Wood P 1.0
Area 0008 Upper wall Yellow Brick P >9.9
Area 0008 Lower Wall Grey Brick P >9.9
Area 0008 Upper Wall Yellow Wood P 3.8
Area 0008 Lower Wall Grey Wood P 3.6
Area 0008 Window Frame White Wood P 4.5
Area 0008 Window Sash White Wood P >9.9
Area 0008 Ceiling White Concrete P >9.9
Area 0008 Floor Grey Concrete P >9.9
Area 0002 Door Grey Metal P 0.0
Area 0002 Door Frame Grey Metal P 1.0
Area 0002 Wall Grey Brick P 5.9
Area 1001 Door Exterior White Metal P 0.0
Area 1001 Door Frame White Metal P -0.0
SANDY HOOK Page - 15 LB PROJECT NO.: 3001020
RESULT
Area 1001 Wall White Sheetrock P -0.0
Area 1001 Window Frame White Wood P -0.1
Area 1001 Window Sash White Wood P 4.5
Area 1001 Ceiling White Metal P -0.0
Area 1001 Ceiling White Sheetrock P -0.0
Area 1002 Door Frame Brown Metal P -0.0
Area 1002 Window Frame White Wood P -0.1
Area 1002 Window Sash White Wood P 0.7
Area 1004 Door Frame Brown Metal P 0.1
Area 1004 Window Frame White Wood P 1.0
Area 1004 Window Sash White Wood P 2.5
Area 1004 Wall White Brick P 4.9
Area 1004 Wall Yellow Sheet Rock P 0.2
Area 1006 Door Frame Grey Metal P 0.2
Area 1006 Door Grey Metal P -0.0
Area 1006 Wall Upper Yellow Brick P >9.9
Area 1006 Lower Wall Lt Blue Brick P 8.0
Area 1006 Post Grey Wood P -0.0
Area 1006 Rail Grey Wood P -0.1
Area 1006 Riser Grey Wood P -0.0
Area 1006 Radiator Blue Metal P 0.0
Area 1006 Ceiling White Metal P 0.2
Area 1005 Door Frame Brown Metal P 0.3
Area 1005 Wall Yellow Brick P 7.5
Area 1005 Window Frame White Wood P 0.7
Area 1005 Window Sash White Wood P -0.0
Area 1008 Door Frame White Metal P -0.1
Area 1008 Door White Wood P -0.1
Area 1008 Column White Wood P >9.9
Area 1008 Window Sill White Wood P 0.2
Area 1008 Window Sash White Wood P >9.9
Area 1008 Wall White Wood P 1.5
SANDY HOOK Page - 16 LB PROJECT NO.: 3001020
RESULT
Area 1008 Wall White Brick P -0.1
Area 1007 Door Frame Brown Metal P 0.4
Area 1007 Wall Yellow Sheetrock P 0.1
Area 1007 Wall Yellow Brick P 8.8
Area 1007 Window Sill White Wood P 0.1
Area 1007 Window Sash White Wood P 0.6
Area 1007 Window Frame White Wood P -0.1
Area 1007 Ceiling Yellow Metal P 4.5
Area 1009 Door Blue Wood P -0.2
Area 1009 Door Frame Grey Metal P 0.1
Area 1009 Window Sill Grey Wood P -0.2
Area 1009 Window Frame White Wood P -0.2
Area 1009 Window Sash White Wood P 1.0
Area 1009 Wall White Sheet Rock P -0.1
Area 1010 Door Grey Metal P -0.0
Area 1010 Door Frame Brown Metal P 0.1
Area 1010 Window Frame White Wood P -0.2
Area 1010 Window Sash White Wood P 1.7
Area 1010 Wall White Brick P >9.9
Area 1010 Ceiling White Metal P >9.9
Area 2001 Door Brown Metal P -0.0
Area 2001 Door Frame Brown Metal P 0.4
Area 2001 Wall White Brick P 3.6
Area 2001 Wall White Sheet Rock P -0.1
Area 2001 Window Frame White Wood P -0.1
Area 2001 Window Sash White Wood P 2.7
Area 2002 Door White Metal P 0.1
Area 2002 Door Frame White Metal P -0.0
Area 2002 Wall White Sheet Rock P -0.0
Area 2002 Wall White Brick P 4.9
Area 2003 Window Frame White Wood P -0.1
Area 2003 Window Sash White Wood P 0.4
SANDY HOOK Page - 17 LB PROJECT NO.: 3001020
RESULT
Area 2003 Ceiling White Sheet Rock P -0.1
Area 2005 Window Frame White Wood P 0.0
Area 2005 Window Sash White Wood P 1.8
Area 2005 Wall White Sheet Rock P 0.1
Area 2005 Ceiling White Sheet Rock P -0.0
Area 2008 Wall White Brick P 1.5
Area 2008 Door Frame Brown Metal P 0.3
Area 2008 Wall White Sheet Rock P -0.1
Area 2013 Wall White Brick P 3.8
Area 2013 Window Frame White Wood P 0.0
Area 2013 Window Sash White Wood P 0.3
Area 2013 Wall White Sheet Rock P -0.1
Area 2010 Wall White Sheet Rock P -0.1
Area 2010 Window Frame White Wood P 0.0
Area 2010 Window Sash White Wood P 1.0
Area 2010 Ceiling White Wood P -0.2
Area 2014 Wall Yellow Brick P 3.1
Area 2014 Wall Yellow Sheet Rock P -0.1
Area 2014 Window Frame White Wood P 0.0
Area 2014 Window Sash White Wood P 1.4
Area 2014 Ceiling White Metal P >9.9
Area 2016 Wall White Brick P 0.6
Area 2016 Wall White Sheet Rock P -0.2
Area 2016 Window Frame White Wood P -0.0
Area 2016 Window Sash White Wood P -0.0
Area 2018 Wall White Sheet Rock P -0.2
Area 2018 Ceiling White Sheet Rock P -0.2
Area 2018 Window Frame White Wood P -0.0
Area 2018 Window Sash White Wood P 1.0
Ext. West Window Frame White Wood P 0.4
Ext Entry Patio Column White Wood P 0.0
Ext Entry Patio Siding White Wood P 0.0
SANDY HOOK Page - 18 LB PROJECT NO.: 3001020
RESULT
Ext Entry Patio Beam White Wood P >9.9
Ext Entry Patio Ceiling White Wood P >9.9
Ext Porch Column White Wood P 0.2
Ext North Window Frame White Wood P 0.3
Ext East Door Frame White Metal P 0.1
Ext East Door White Metal P -0.0
Bold = Positive for LEAD
C. UNIVERSAL WASTES
Universal Wastes (i.e., batteries, thermostats, lamps, mercury-containing equipment, and pesticides) are regulated pursuant to the USEPA Universal Waste Requirements (40 CFR Part
273) and New Jersey Universal Waste Requirements (N.J.A.C. 7:26A). Similarly, these sampling procedures may also be used to determine disposal/management or clean-up options for Universal Wastes. Typical equipment that might contain universal wastes is Fluorescent Bulbs, CFL/High Density Bulbs, CFC Containing Equipment, Mercury Containing Equipment, Lead Acid Batteries, Consumer Electronics, Pesticides/Herbicides, Chemicals, Tanks/Heavy Equipment and Organic/Medical Waste.
Building Fluorescent Bulbs
CFL/
High
Density Bulbs
CFC
Containing Equipment
Mercur y
Contain ing
Equipm ent
Lead- Acid
Batteries
Consumer Electronics
Pesticides/ Herbicides Chemicals1
Tanks/ Heavy
Equipme nt
Organic/ Medical Waste
Bldg.
200 Bulb 100 Ballasts ---
Refrigerators
2 Freezers
8 Fire Extinguishers, 1 Fire Suppression System
--- Grease Trap
TOTAL 300 --- 4 --- --- --- --- 9 --- 1
5.0 AREAS NOT ACCESSIBLE
SANDY HOOK Page - 19 LB PROJECT NO.: 3001020
6.0 CONCLUSIONS AND RECOMMENDATIONS
During the LB inspection our survey team identified building materials to contain asbestos and propose the following recommendations:
Develop and implement a schedule that outlines the time frame for removal of ACM.
Develop complete and concise specifications to effectively deal with removal of the ACMs. These specifications should be developed to comply with all applicable Federal, State, and Local Regulations.
Retain the service of an independent testing company to monitor the air for possible asbestos contamination before, during and after the removal work. Retain all documentation and correspondence from the removal contractor, the testing laboratory and related items in a permanent record.
LB’s inspection identified lead-based paints in various painted surfaces and proposes the following recommendations:
The Contractor shall submit for review and approval a location-specific Work Plan stating how he will satisfy all applicable laws, codes, rules and regulations and the requirements of this Section concerning:
Paint removal, containment, visible emissions monitoring, and clean-up.
Waste handling, testing, storage, transportation and disposal.
And for universal waste LB recommends the following:
The Contractor shall submit for review and approval a location-specific Work Plan stating how he will satisfy all applicable laws, codes, rules and regulations and the requirements of this Section concerning:
Waste handling, testing, storage, transportation and disposal.
SANDY HOOK Page - 20 LB PROJECT NO.: 3001020
7.0 REPORT CERTIFICATIONS
This report, and the supporting data, findings, conclusions, opinions, and recommendations it contains represent the result of LBG’s efforts for the environmental inspection work for the proposed building demolition projects.
Opinions and recommendations presented in this report apply to site conditions and features as they existed at the time of LBG’s site visits, and those reasonably foreseeable. They cannot necessarily apply to conditions and features of which LBG is unaware and has not had the opportunity to evaluate.
The conclusions presented in this report are professional opinions solely upon LBG’s visual observations of accessible areas, laboratory test data, and current regulatory requirements. These conclusions are intended exclusively for the purpose stated herein and the site indicated for the project indicated.
Prepared by: Reviewed by:
Bruce Lockwood Andrew Cheskin NYS Asbestos Inspector Manager NJ Lead Inspector
APPENDIX A:
ASBESTOS SAMPLE ANALYSIS RESULTS IN TABULAR FORM
Final Report of Environmental Inspection Services
SANDY HOOK LBG PROJECT NO.: 3001020
THE LOUIS BERGER GROUP FINAL DATE: 10/13/2014
Homogeneous Area No.
Sample No. Location Material PLM Result TEM Result
Building 102 01 01 2nd Fl. Center and Stairs 12x12 Beige Marble FT NAD NAD
02 02 2nd Fl. Center and Stairs Mastic to12x12 Beige Marble
FT NAD NAD
01 03 2nd Fl. Center and Stairs 12x12 Beige Marble FT NAD NAD
02 04 2nd Fl. Center and Stairs Mastic to 12x12 Beige Marble
FT NAD NAD
03 05 Bathroom 1st Fl. Bedroom Ceramic Wall Tile Grout NAD N/A 03 06 Bathroom 2nd Floor North Wing Ceramic Wall Tile Grout NAD N/A 04 07 Bathroom 1st Fl. Bedroom Ceramic Wall Tile Backing NAD N/A 04 08 Bathroom 2nd Floor North Wing Ceramic Wall Tile Backing NAD N/A 05 09 Bathroom 2nd Floor East Wing Ceramic Floor Tile Mortar NAD N/A 05 10 Bathroom 2nd Floor East Wing Ceramic Floor Tile Mortar NAD N/A 06 11 Bathroom 2nd Floor East Wing 2x2 Ceiling Tile NAD N/A 06 12 Bathroom 2nd Floor East Wing 2x2 Ceiling Tile NAD N/A 07 13 1st and 2nd Floor Hallways Yellow Cove Base Mastic NAD NAD 07 14 1st and 2nd Floor Hallways Yellow Cove Base Mastic NAD NAD 08 15 2nd Floor North Wing 12x12 Beige Floor Tile 0.7% Chrysotile 7.4% Chrysotile 08 16 2nd Floor North Wing 12x12 Beige Floor Tile 0.7% Chrysotile NA/PS
09 17 2nd Floor North Wing Mastic to 12x12 Beige Floor
Tile NAD NAD
09 18 2nd Floor North Wing Mastic to 12x12 Beige Floor
Tile NAD NAD
10 19 1st and 2nd Fl. Dorm Rooms Brown Cove Base Mastic NAD NAD 10 20 1st and 2nd Fl. Dorm Rooms Brown Cove Base Mastic NAD NAD 11 21 Hallway North Wing Brick Mortar Red NAD N/A 11 22 Hallway East Wing Brick Mortar Red NAD N/A 12 23 2nd Fl. East Wing Hall 9x9 Blue FT. 1.3% Chrysotile NA/PS
Sample No. Location Material PLM Result TEM Result
Building 102 12 24 2nd Fl. East Wing- 2012 9x9 Blue FT NA/PS NA/PS 13 25 2nd Fl. East Wing Hall Mastic to 9x9 Blue FT. NAD <0.25% Chrysotile 13 26 2nd Fl. East Wing- 2012 Mastic to 9x9 Blue FT NAD NAD 14 27 2nd Fl. Bathroom S. Wing Ceramic FT Mortar NAD N/A 14 28 2nd Fl. Bathroom S. Wing Ceramic FT Mortar NAD N/A 15 29 2nd Fl. Bathroom S. Wing Ceramic FT Mastic NAD NAD 15 30 2nd Fl. Bathroom S. Wing Ceramic FT Mastic NAD NAD 16 31 2nd Fl. South Wing - Hall 9x9 White FT 3.5% Chrysotile NA/PS 16 32 2nd Fl. South Wing – RM 2016 9x9 White FT NA/PS NA/PS 17 33 2nd Fl. South Wing - Hall Mastic to 9x9 White FT NAD <0.25% Chrysotile 17 34 2nd Fl. South Wing – RM 2016 Mastic to 9x9 White FT NAD NAD 18 35 1st Fl. Center Area 1006 12x12 Blue FT NAD NAD 18 36 1st Fl. Center Area 1006 12x12 Blue FT NAD 0.88% Chrysotile 19 37 1st Fl. Center Area 1006 Mastic to 12x12 Blue FT NAD <0.25% 19 38 1st Fl. Center Area 1006 Mastic to 12x12 Blue FT NAD <0.25% 20 39 1st Fl. Kitchen 12x12 Off White FT <0.25% Chrysotile 0.31% Chrysotile 20 40 1st Fl. Kitchen 12x12 Off White FT <0.25% Chrysotile 1.1% Chrysotile 21 41 1st Fl. Kitchen Mastic to 12x12 Off White FT NAD <0.25% Chrysotile 21 42 1st Fl. Kitchen Mastic to 12x12 Off White FT NAD <0.25% Chrysotile 22 43 1st Fl. Kitchen 2x4 Ceiling Tile NAD NAD 22 44 1st Fl. Kitchen 2x4 Ceiling Tile NAD NAD 23 45 1st Fl. Kitchen Linoleum Flooring 13.4% Chrysotile NA/PS 23 46 1st Fl.
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