SOW_D401_20180319.pdf

PDF 6 MB Posted May 16, 2018

Attached to: Repair Stairways and Railings
Solicitation number: FA449718R0024
Issued by: Department of the Air Force Air Mobility Command

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Proposal must be in accordance with the attached statement of work

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FA449718R00240004.pdf	PDF	Jun 21, 2018
FA449718R0024_Questions_&_Answers_RFI.pdf	PDF	Jun 18, 2018
FA449718R00240003_Amendment.pdf	PDF	Jun 14, 2018
FA449718R00240002_Amendment.docx	DOCX document	May 23, 2018
FA449718R00240001_Amendment.docx	DOCX document	May 23, 2018
FA449718R0024.pdf	PDF	May 16, 2018
Wage_Determination.pdf	PDF	May 16, 2018

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19 March 2018

STATEMENT OF WORK

REPAIR STAIRWAYS & RAILINGS DORM 401

PROJECT NUMBER 1041228

TABLE OF CONTENTS

PARAGRAPH TITLE

1.0 PART 1 – PROJECT SPECIFIC REQUIREMENTS

1.1 SCOPE/OBJECTIVE

1.2 SCHEDULE/LIMITATIONS

1.3 DEMOLITION

1.4 NEW WORK

1.5 HAZARDOUS MATERIAL

2.0 POINTS OF CONTACT

3.0 GOVERNMENT FURNISHED ITEMS

3.1 INFORMATION

3.2 EQUIPMENT, MATERIAL, PROPERTY

4.0 PART 2 – GENERIC REQUIREMENTS

4.1 GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

4.2 DESIGN REQUIREMENTS

5.0 CONSTRUCTION REQUIREMENTS

5.1 SUBMITTALS

5.2 PERMITS

5.3 CONSTRUCTION PROGRESS MEETINGS

5.4 WORKSITE ACTIVITIES AND COORDINATION

6.0 SECURITY AND ANTITERRORISM

6.1 SECURITY

6.2 CONTRACTOR BADGE POLICIES

6.3 INSTALLATION ACCESS

6.4 FLIGHTLINE DRIVING

7.0 CONTRACT ADMINISTRATION REQUIREMENTS

7.1 SCHEDULE, AF FORM 3064

7.2 PROGRESS REPORTS, AF FORM 3065

7.3 NOTIFICATION REQUIREMENT

7.4 TRANSMITTAL FORM

7.5 SUBMITTAL FORMAT

7.6 INSPECTIONS

8.0 ATTACHMENTS

Attachment #1 – Existing Dormitory Floor Plans dated 20180305

Attachment #2 – Existing Dormitory Elevations and Sections dated 20180305

Attachment #3 – D401 Paint Test Report dated 20180305

1.0 PART I – PROJECT SPECIFIC GUIDANCE

1.1 SCOPE/OBJECTIVE

The Contractor shall provide design and construction services to repair/replace six exterior stairways, one inner stairway, & all exterior railings at dormitory 401 on Dover Air Force Base, Delaware. The work shall consist of, but is not limited to, providing all labor, materials, tools, expertise, testing, surveying, equipment, report writing, sampling, warranties, and transportation for the design and construction of the work as necessary to comply with specified design standards and this Statement of Work. In general the project will remove existing exterior railings and replace with new railings, and replace/repair stairway components for the six exterior stairways and one inner stairway, as more specifically described herein. Specific requirements are detailed below in the respective sections. The project design will develop plans and specifications which will be used to clearly identify all work requirements.

1.2 SCHEDULE / LIMITATIONS

1.2.1 Phasing: The existing facility will remain occupied during actual construction except as described below. The design will provide for the construction to be phased such that only one side of a dormitory wing will be under construction at any given time, and only one stairway will be renovated at a time. The construction drawings shall reflect this construction phasing.

1.2.2 Continuity of Operations: The Dormitory will remain occupied during the work.

Construction activities must be conducted to minimize interference with occupied spaces and facility access. The design and construction must safely accommodate continuity of operations for all areas of the dormitory. Signage, safety tape, cones, and other methods shall be used to block and mark work areas while keeping in mind that occupants must have access to their dormitory rooms. Foot traffic management must be employed to allow operations to continue.

1.2.3 Site Access: The Using Agency must be able to safely access all areas. Access to adjacent buildings must also be maintained during construction activities.

1.3 STAIRWAYS

1.3.1 Exterior Stairways: Remove aluminum castings (treads and landings) from exterior stairways, and replace with new aluminum castings treads and landings or with galvanized and painted steel treads and landings. Repaint all exterior metal stairway structures and railings.

Remove the existing brick pavers under the stair towers and replace with 4-inch reinforced cast-in-place concrete slab on grade under the stair tower footprint.

1.3.2 Inner Stairways: Repaint all interior metal stairway structures and railings. Repair/replace any damaged, missing, or loose metal tread inserts.

1.4 RAILINGS:

1.4.1 All existing balcony railings shall be removed. Provide new railings on the second and third floors. Railings shall be prefinished anodized aluminum and shall comply with DoD and industry codes and standards.

1.4.2 Fastenings and associated building attachment shall be evaluated for structural adequacy in accordance with IBC criteria. Building surfaces shall be repaired as required to provide the required structural support to the railings.

1.4.3 Remove existing metal railings along at-grade walkways and do not replace. Patch to match existing fastening locations.

1.5 HAZARDOUS MATERIAL

1.5.1 Asbestos testing has not been conducted on this facility. It is assumed that there may be existing Asbestos Containing Materials (ACM) involved in the work, such as within existing caulking or sealants. The Contractor shall be responsible for providing screening of ACM (sampling and testing) of existing areas affected by the work as it determines necessary to prosecute the work required under this contract. In the event that this screening reveals the presence of ACM, the removal and disposal of the asbestos debris will be considered incidental and included in the work. Asbestos abatement of spaces not disturbed by the work is not required.

1.5.2 Cadmium, Chromium, and Lead-based paint (LBP) screening has been conducted on D401 (Attachment 2). The paint test reports indicate the presence of these metals in the existing paint coatings. For this project, surfaces to be recoated shall only be water blasted and/or hand scraped in order to prepare for coating application. During the process of water blasting and scraping the contractor shall be responsible for capturing and containerizing the LBP debris generated by the work. The Government will be responsible for providing containers and for the transfer and disposal of the contractor generated LBP debris. Lead testing, sampling, and abatement of spaces not disturbed by the work is not required. The paint must be handled in accordance with the requirements of the Environmental Protection Agency (EPA), the Occupational Safety and Health Administration (OSHA), and the State of Delaware regulations.

Contractors shall ensure that their workers and the environment are properly protected.

1.5.2.1 Regulations established in OSHA’s “Lead in Construction Standard” (29 CFR 1926.62) must be adhered to during demolition and renovation of components containing lead in detectable amounts. Employers are required to use engineering controls and special work practices to reduce worker lead exposure at or below the permissible exposure level (PEL). It also triggers several requirements regarding exposure monitoring, biological monitoring, and employee training when a worker is exposed to airborne lead levels at or above the PEL.

1.5.2.2 All cadmium, chromium, and lead-containing waste is to be handled and disposed of as hazardous waste unless toxic characteristic leaching procedure (TCLP) testing is performed and indicates otherwise. Whenever renovation or demolition is performed on painted components, an attempt should be made to control dust. Any component containing cadmium, chromium, or lead in detectable amounts also has the ability to produce cadmium, chromium, or lead dust when it is disturbed.

2.0 POINTS OF CONTACT: Will provide upon award.

3.0 GOVERNMENT-FURNISHED ITEMS

3.1 INFORMATION – The Government will provide information in the form of available plans, reports, maps, and drawings as necessary to facilitate accomplishment of the work required in this Statement of Work. The Government will furnish electronic copies of available As-Built drawings that are pertinent to the facility involved. However, these drawings are not warranted to show conditions as they actually exist. The designer shall field verify the information shown on the As-Built drawings as necessary to produce a quality-designed project.

3.2 EQUIPMENT, MATERIAL, PROPERTY – None provided.

4.0 PART II – GENERIC REQUIREMENTS

4.1 GOVERNING DESIGN AND CONSTRUCTION DOCUMENTS

Department of Defense specifications and criteria located at http://wbdg.org/ffc/dod.

Air Force specifications and criteria located at http://wbdg.org/ffc/af-afcec.

Dover Air Force Base specifications and criteria available upon request.

Dover Air Force Base Design Guide

Dover Air Force Base Architectural Compatibility Plan

Dover Air Force Base Standard Specifications

4.2 DESIGN REQUIREMENTS

4.2.1 Project Management Plan (PMP) – Due within 15 calendar days after contract award.

4.2.2 Kick-Off Meeting – Due within 15 calendar days after Notice to Proceed. The Contractor shall conduct a Kick-Off Meeting at Dover AFB DE. This meeting will include a complete overview of the project and will be presented to the relevant Base staff and POCs. This meeting will allow the Government and the Contractor to discuss any specific concerns not previously addressed. The meeting shall not be concluded until the Contractor has a complete and workable design concept.

4.2.3 100% Design Submittal – Due within 30 calendar days after Kick Off Meeting. To include complete shop drawings, material submittals, calculations, and Basis of Design. Design document submissions shall include the following:

Table of Contents

Executive summary of the scope of all work

Minutes and sign-in sheets of all meetings pertaining to the development of the design

Previous Government review comments and Contractor responses

Design Analysis (Basis of Design) and calculations

Shop drawings

Submittals for material approval.

4.2.4 100% Design Review Meeting – Due 14 calendar days after the 100% Design Submittal.

These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the design review comments made on the current design submittal and will include any pertinent issues which could affect future task order progress.

The following items shall be covered:

Meeting Attendees and Contact Information

Review and resolution of design review comments

New business

Schedule

4.2.5 Final “Issued for Construction” Design Submittal – Due within 14 calendar days after 100% Design Review Meeting. Includes final shop drawings, material submittals, calculations, and Basis of Design. Submit all items electronically as well as providing the following hard copies: 3 half size drawing sets, 2 copies of material submittals, and 2 copies of the Basis of Design.

5.0 CONSTRUCTION REQUIREMENTS

5.1 SUBMITTALS - UFGS 01 33 00 Submittal Procedures shall govern construction submittals.

5.2 PERMITS – The Contractor is responsible for all applicable permits, licenses, and certificates required to perform and execute this contract.

5.3 CONSTRUCTION PROGRESS MEETINGS – The Contractor shall perform Construction Progress Meetings with meeting minutes provided to Contracting. Meetings shall be biweekly or more often as needed. These meetings will include all relevant Base POCs and Contracting Personnel on an as needed basis. These meetings will cover the progress made in the past period and will include any pertinent issues which could affect future work progress. The following items shall be covered:

Meeting Attendees and Contact Information

Change Orders

Requests for Information

Material Submittals and Updated Submittal Register

Updated Schedule

5.4 WORKSITE ACTIVITIES AND COORDINATION

5.4.1 The Contractor shall coordinate worksite activities with all applicable personnel to ensure the protection of human health and the environment; the prevention of damage to property, utilities, materials, supplies, and equipment; and the avoidance of work interruptions. The Contractor shall provide physical security to work areas with security equipment and personnel.

5.4.2 The Contractor shall be responsible for protecting the lives and health of employees and other persons on the work site; preventing damage to property, materials, supplies, and equipment, avoiding work interruptions and complying with Occupational Safety and Health Administration (OSHA) safety and local safety office requirements. The Contractor shall perform all operations in a prudent, conscientious, safe and professional manner and conform to the safety requirements contained in the contract for all activities related to the accomplishment of the work. The Contractor shall maintain documentation supporting training records on site and have written Health and Safety Plans on site and available for workers and/or regulatory review. The Contractor shall provide the CO copies of any OSHA report(s), regarding a project site, submitted during the duration of the TO.

5.4.3 The Contractor shall record and report promptly (within 1 hour) by telephone, facsimile or other direct means to the CO, COR, the Base POC, and to the military installation’s Safety Office, all available facts relating to each instance of damage to Government property or injury to either contractor or Government personnel. In the event of an accident/mishap, take reasonable and prudent action to establish control of the accident/mishap scene, prevent further damage to persons or property, preserve evidence until released by the accident/mishap investigative authority through the CO, and immediately report the incident to the Fire Department at 911. If the Government elects to conduct an investigation of the accident/mishap, the Contractor shall cooperate fully and assist Government personnel in conducting of the investigation until it is completed.

5.4.4 The Contractor agrees that his personnel and equipment are subject to safety inspections by Government personnel while on federal property.

6.0 SECURITY AND ANTITERRORISM

6.1 SECURITY:

6.1.1 All personnel employed by the contractor in the performance of this contract, or any representative of the contractor entering the governmental Installation shall abide by all security instructions and directives of Dover AFB. Employees are responsible for safeguarding all government property provided for contractor use.

6.1.2 At the close for each work period, government facilities, equipment and materials shall be secured, lights, heat and water turned off and all doors and window secured.

6.1.3 The contractor and, as applicable, subcontractor shall not employ persons for work on this contract if such employee is identified as a potential threat to the health, safety, security, general wellbeing or operational mission of the Installation and its population, nor shall the contractor or subcontractor employ persons under this contract who have an outstanding criminal warrant as identified during the Criminal Background Check (CBI).

6.1.4 Contractors shall ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Employees and subcontractors later found to be undocumented or illegal aliens will be remanded to the proper authorities.

6.1.5 The contractor shall submit any request for compensation on delays to the Contracting Office for approval. The contractor shall notify the Contracting Office or authorized representative as soon as the contractor realizes/determines of any potential delays in accordance with the terms and conditions of this requirement.

6.1.6 All contractors and subcontractors when working in a Controlled, Restricted or other sensitive areas must be escorted at all times. The military agency or unit responsible for the project or work is responsible for providing the escorts. The Contractor shall follow existing procedures and instructions for obtaining entrance to restricted or controlled areas.

6.2 CONTRACTOR BADGE POLICIES:

6.2.1 All requests for contractor badges will be submitted through the Base Contracting Squadron Office and/or the requesting agencies base point of contact. The Contracting Squadron Office or base point of contact will then fill out an Operational Risk Management Assessment Form (ORM) for the requesting agency and submit it to the Pass and Registrations section for approval IAW OPlan 31-101. As a minimum the ORM will be submitted 10-days prior to the requested date of employment.

6.2.2 All contactor employees who’ll be granted unescorted access to the Installation are required to consent to a Criminal Background Investigation (CBI) prior to being granted entry to the Installation. Continued employment is contingent upon successful completion and favorable reporting of the CBI.

6.2.3 DAFB Contractor badges will be issued for a maximum period of one year. Prior to reissuing new badges, all old badges must be returned to 436 SFS, Pass and Registration for destruction. Also before a new badge will be issued an ORM must be resubmitted to the Pass and Registration section for approval again. In the event a badge is lost or stolen, immediately contact the 436 SFS, Pass and Registration office. The badge holder must accomplish the Loss/Theft of Identification Worksheet and provide it to his/her supervisor. The supervisor of the contractor will investigate the loss and report in writing the circumstances in which the badge was lost to the 436th Contracting Squadron and 436 SFS, Pass and Registration office and submit a new request for badge before a new badge can be reissued.

6.2.4 Base Contracting Office or base point of contact will immediately notify 436 SFS, Pass and Registration when a contractor’s employment has been terminated. The Site Supervisors are responsible for notifying and returning the contractor’s badge to Pass and Registration when this occurs. At no time will a contractor contact Security Forces directly regarding badge denial;

they need to contact the Contracting Office.

6.3 INSTALLATION ACCESS:

6.3.1 The contractor shall obtain personal contractor identification badge for all employees and vehicle passes for all contractor and personal vehicles requiring entry onto Dover AFB from 436 SFS, Pass and Registration, for the duration of the contract. Employees are only permitted to enter the Installation during the date and time periods indicted on their contractor badge.

6.3.2 Vehicle registration, proof of insurance and a valid driver’s license must be presented for all vehicles while operating on the Installation. All vehicles entering the DAFB Main Base, Military Family Housing or sensitive areas are subject to search. Any refusal or non-consent by an employee will result in termination of their base access and immediate confiscation of this access badge.

6.3.3 During Force Protection Condition (FPCON) Normal and Alpha, personnel without base issued badges must be sponsored onto the installation.

6.3.4 During FPCON Bravo, Charlie and Delta, personnel without base issued identification shall be physically escorted onto the installation.

6.3.5 During Higher FPCONs (Charlie and Delta) the base will normally curtail non-essential operations/functions; access by non-essential Contract operations will be suspended as the direction of the Installation Commander.

6.3.6 Antiterrorism Awareness Level I Training: (select applicable category based on type of contractor support)

6.3.7 DoD Contractors possessing a Common Access Card (CAC) embedded in an organization (e.g., Civilian Medical Physicians, Flight Safety Instructor, etc.) will complete AT Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the―Force Protection computer based training (CBT) course through the Advanced Distributed Learning System (ADLS) site. This training site is available through the AF Portal at Https://golearn.csd.disa.mil/kc/main/kc_frame.asp?blnWhatsNew=True This site automatically records member’s completion of training and enables the user to print a certificate if needed by the Unit or Base Training Manager.

6.3.8 DoD Contractors supporting a Base Service Contract (e.g., Custodial Services, Ground Maintenance, etc.) are highly encouraged to complete AT Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the―Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html for individuals without access to government Non-classified Internet Protocol Router Network (NIPRNET) computer and who do not possess a CAC card.

6.3.9 DoD Contractors or subcontractors without a CAC or who do not have access to a government Non-classified Internet Protocol Router Network (NIPRNET) computer performing construction on the installation should consider completing AT Awareness Level I training IAW AFI 10-245, Antiterrorism, Standard 25, by completing the― Force Protection computer based training (CBT) course through the Joint Knowledge Online (JKO) Learning Management System (LMS) at http://jko.jten.mil/courses/atl1/launch.html

6.3.10 IMPORTANT: The standalone course MUST be completed on the computer in which it is started. Course progress is not transferable between computers. The standalone course does provide a completion certificate but will not be tracked on JKO and no record will be maintained. AT Awareness Level I Training should be provided by the requiring unit after contract award or the sponsoring organization.

https://golearn.csd.disa.mil/kc/main/kc_frame.asp?blnWhatsNew=True http://jko.jten.mil/courses/atl1/launch.html http://jko.jten.mil/courses/atl1/launch.html

6.4 FLIGHT LINE DRIVING:

Contractors will have to adhere to the provisions in DAFBI 13-202 if operating on the airfield.

7.0 CONTRACT ADMINISTRATION REQUIREMENTS

7.1 SCHEDULE, AF FORM 3064 – The Contractor shall prepare and submit, for approval, by the Contracting Office (CO), a work breakdown structure. The work breakdown structure shall be used to report the cost and schedule status for this project. All tasks required under this type of contract shall be included in the work breakdown structure.

7.2 PROGRESS REPORTS, AF FORM 3065 – Contractor shall complete biweekly Contract Progress Reports throughout the contract period. The work elements and percentages of the total job identified on the AF Form 3065 shall be identical to the work elements and percentages indicated on the AF Form 3064. Each invoice should be based on the most recent approved 3065 and will be entered through Wide Area Work Flow (WAWF). The AF Form 3064, AF Form 3065, and invoice shall all cover the same period of time.

7.3 NOTIFICATION REQUIREMENT – The Contractor is required to notify the Contracting Officer and the Project Manager of critical issues that may affect life, health, safety, contract performance, or the environment. Verbal notification should be made immediately followed by written notification as soon as practical.

7.4 TRANSMITTAL FORM – Use AF Form 3000 Material Approval Submittal as the transmittal form for both design and construction submittals.

7.5 SUBMITTAL FORMAT – Provide submittals in electronic format, with the exception of material samples required for SD-04 Samples items. In addition to the electronic submittal, provide three hard copies of design submittals. Compile the submittal file as a single, complete document, to include the Transmittal Form described within. Name the electronic submittal file specifically according to its contents, coordinate the file naming convention with the Contracting Officer. Electronic files must be of sufficient quality that all information is legible. Use PDF as the electronic format, unless otherwise specified or directed by the Contracting Officer. Generate PDF files from original documents with bookmarks so that the text included in the PDF file is both searchable and can be copied. If documents are scanned, Optical Character Resolution (OCR) routines are required. Index and bookmark files exceeding 30 pages to allow efficient navigation of the file. When required, the electronic file must include a valid electronic signature, or scan of a signature. Email electronic submittal documents fewer than 10MB to an email address as directed by the Contracting Officer. Provide electronic documents over 10MB on an optical disc, or through an electronic file sharing system such as the AMRDEC SAFE Web Application located at the following website: https://safe.amrdec.army.mil/safe/. Provide hard https://safe.amrdec.army.mil/safe/ copies of submittals when requested by the Contracting Officer. Up to three additional hard copies of any submittal may be requested at the discretion of the Contracting Officer, at no additional cost to the Government.

7.6 INSPECTIONS

The Contractor shall conduct inspections with applicable Government officials.

Warranties shall be issued in accordance with FAR 52.246.21 (Warranty of Construction).

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CHROMIUM, CADMIUM, AND LEAD IN PAINT RESULTS

BUILDING 401

DOVER AIR FORCE BASE

DOVER, DELAWARE 19902

PREPARED FOR:

DOVER AIR FORCE BASE

DOVER, DELAWARE 19902

PREPARED BY:

ENVIRONMENTAL TESTING, INC

100 SOUTH CASS STREET

MIDDLETOWN, DR 19709

PROJECT NO. 17-067

APRIL 24, 2017

ATTACHMENT 3, 22 PAGES

B401 Dover AFB, Dover, Delaware Project No. 17-067

EXECUTIVE SUMMARY

Environmental Testing, Inc. was contracted to perform limited paint chip sampling and analysis for chromium, cadmium, and lead on the exterior surfaces located at Building 401 at the Dover Air

Force Base located in Dover, Delaware. This summary report pre-sents the results of the chromium, cadmium, and lead from the paint chip samples collected from the exterior of Building 401.

The visual inspection, sampling, and survey documentation was performed by Mr. Charles M. Chan, Lead Risk Assessor (LRA-16-

0183R). Mr. Chan is accredited by the Delaware Health and Social

Services Division of Public Health, Office of Lead Poisoning Pre-vention. Environmental Testing, Inc. is accredited by the

Division of Public Health, Office of Lead Poisoning Prevention to

Conduct Lead-based Paint Work. A copy of the accreditation cer-tificates are attached in Appendix A.

Samples of paint from exterior surfaces of the building were collected for analysis of chromium, cadmium, and lead. Samples were analyzed by Atomic Absorption Spectroscopy (AAS) by IATL

Laboratories of Mount Laurel, New Jersey.

The inspection and sampling was conducted on March 29, 2017 by

Charles M. Chan, Environmental Testing, Inc. Industrial Hygien-ist. A total of thirteen (13) paint chip samples for chromium, cadmium, and lead were collected from the exterior of Building

401.

The laboratory reports are presented in Appendix B. A summary of laboratory results for chromium, cadmium, and lead are summa-rized in Table 1.

Table 1

Chromium, Cadmium, and Lead in Paint Sample Results

Paint Chip

Sample ID /

Date

Component/

Color/ Lo-cation

Chromium

Concentration

(% by weight)

Cadmium

Concentration

(% by weight)

Lead

Concentration

(% by weight)

01P / 3/29/17 Masonry / Tan

Elevation 3, Loc 1

ND <0.0074 ND <0.0015 ND <0.0059

02P / 3/29/17 Masonry / Tan

Elevation 4, Loc 3

ND <0.0073 ND <0.0015 ND <0.0059

03P / 3/29/17 Masonry / Tan

Elevation 1, Loc 3

ND <0.0082 ND <0.0016 ND <0.0065

04P / 3/29/17 Stair Tower / Brown

Elevation 3, Loc 4

ND <0.0088 ND <0.0018 ND <0.0071

05P / 3/29/17 Underside of Stairs / Brown

Elevation 3, Loc 4

ND <0.010 ND <0.0021 ND <0.0084

06P / 3/29/17 Concrete / Tan

Elevation 2, Loc 5

ND <0.0046 ND <0.00092 0.0037

s07P / 3/29/17 Door Frame / Brown

Elevation 3, Loc 4

ND <0.0091 ND <0.0018 ND <0.0073

08P / 3/29/17 Door / Brown

Elevation 3, Loc 4

ND <0.0096 ND <0.0019 ND <0.0077

09P / 3/29/17 Stair Rail / Brown

Elevation 1A, Loc 6

ND <0.0091 ND <0.0018 0.022

10P / 3/29/17 Balcony Rail / Brown

Elevation 2, Loc 7

ND <0.0092 ND <0.0018 0.13

11P / 3/29/17 Interior Stair Rail / Brown

West Internal Stair

0.35 0.0022 2.9

12P / 3/29/17 Stair Stringer / Tan

West Internal Stair

0.29 0.0026 2.5

13P / 3/29/17 Under Stair Area / Tan

West Internal Stair

0.15 0.0030 0.027

The State of Delaware, Division of Public Health, lead regulations defines a lead-based paint as “..a paint or other surface coatings that contain lead equal to or in excess of 1.0 milligrams per square centimeter of more than

0.5 percent by weight”.

Results of paint chip analysis (Appendix B) indicate that the concentration of lead ranged from 0.0037 % by weight to 2.9 % by weight.

Results of the paint chip analysis indicate detectable concentrations of chromium (0.15 % by weight to 0.35 % by weight). Results of the paint chip analysis indicate detectable concentrations of cadmium (0.0022 % by weight to

0.0030 % by weight. Locations are included in Figure 1.

Environmental Testing, Inc.

100 South Cass Street P.O. Box 138 Middletown, DE 19709 302-378-5341

PROJECT NUMBER DRAWING DATE

17-067 4/24/17

Figure 1. B401 Paint Chip Sample Results

Drawing not to scale

02P

01P

04P 05P 07P 08P

10P

0.013 % Lead

06P

0.0037 % Lead

06P

11P

2.9 % Pb

0.0022 % Cd

0.35 % Cr

12P

2.5 % Pb

0.0026 % Cd

0.29 % Cr

13P

0.027 % Pb

0.0030 % Cd

0.15 % Cr

09P

0.022 % Lead

APPENDIX A

Licenses and Certifications

QUALIFICATIONS STATEMENT AND SIGNATURE OF CERTIFIED LEAD RISK ASSESSOR

Environmental Testing, Inc. project personnel are properly licensed and/or certified to do the work described herein.

Charles M. Chan

Certified Lead Risk Assessor (LRA-16-0183R)

APPENDIX B

Laboratory Results

Lab No.: 6191500 Client No.: 01P

Description: Tan Masonry Location: Elevation 3, Location 1, 3/29/17

Result (% by Weight): <0.0059 Result (ppm): <59 Comments:

Lab No.: 6191501 Client No.: 02P

Description: Tan Masonry Location: Elevation 4, Location 2, 3/29/17

Result (% by Weight): <0.0059 Result (ppm): <59 Comments:

Lab No.: 6191502 Client No.: 03P

Description: Tan Masonry Location: Elevation 1, Location 3, 3/29/17

Result (% by Weight): <0.0065 Result (ppm): <65 Comments:

Lab No.: 6191503 Client No.: 04P

Description: Brown Stair Tower Location: Elevation 3, Location 4, 3/29/17

Result (% by Weight): <0.0071 Result (ppm): <71 Comments:

Lab No.: 6191504 Client No.: 05P

Description: Brown Under Stairs Location: Elevation 3, Location 4, 3/29/17

Result (% by Weight): <0.0084 Result (ppm): <84 Comments:

Lab No.: 6191505 Client No.: 06P

Description: Tan Concrete Location: Elevation 2, Location 5, 3/29/17

Result (% by Weight): 0.0037 Result (ppm): 37 Comments:

Lab No.: 6191506 Client No.: 07P

Description: Brown Door Frame Location: Elevation 3, Location 4, 3/29/17

Result (% by Weight): <0.0073 Result (ppm): <73 Comments:

Lab No.: 6191507 Client No.: 08P

Description: Brown Door Location: Elevation 3, Location 4, 3/29/17

Result (% by Weight): <0.0077 Result (ppm): <77 Comments:

Laboratory Director Frank E. Ehrenfeld, III

Approved By:

Date Analyzed: 04/06/2017

3/31/2017Date Received:

Analyst: Chad Shaffer

Please refer to the Appendix of this report for further information regarding your analysis.

Signature:

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S. Cass Street Middletown DE 19709

4/7/2017Report Date:

Report No.: 533268 - Lead Paint Project: B401 Project No.: 17-067

LEAD PAINT SAMPLE ANALYSIS SUMMARY

Client: ENV505

Dated : 4/7/2017 12:18:16 PM Page 1 of 3

Lab No.: 6191508 Client No.: 09P

Description: Brown Stair Rail Location: Elevation 17, Location 6, 3/29/17

Result (% by Weight): 0.022 Result (ppm): 220 Comments:

Lab No.: 6191509 Client No.: 10P

Description: Brown Balcony Rail Location: Elevation 2, Location 7, 3/29/17

Result (% by Weight): 0.13 Result (ppm): 1300 Comments:

Lab No.: 6191510 Client No.: 11P

Description: Brown Interior Stair Rail Location: West Internal Stairs, 3/29/17

Result (% by Weight): 2.9 Result (ppm): 29000 Comments:

Lab No.: 6191511 Client No.: 12P

Description: Tan Stair Location: West Internal Stairs, 3/29/17

Result (% by Weight): 2.5 Result (ppm): 25000 Comments:

Lab No.: 6191512 Client No.: 13P

Description: Tan Under Stair Area Location: West Internal Stairs, 3/29/17

Result (% by Weight): 0.027 Result (ppm): 270 Comments:

Laboratory Director Frank E. Ehrenfeld, III

Approved By:

Date Analyzed: 04/06/2017

3/31/2017Date Received:

Analyst: Chad Shaffer

Please refer to the Appendix of this report for further information regarding your analysis.

Signature:

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S. Cass Street Middletown DE 19709

4/7/2017Report Date:

Report No.: 533268 - Lead Paint Project: B401 Project No.: 17-067

LEAD PAINT SAMPLE ANALYSIS SUMMARY

Dated : 4/7/2017 12:18:16 PM Page 2 of 3

Appendix to Analytical Report:

Customer Contact: Gary Hayes Analysis: ASTM D3335-85a

This appendix seeks to promote greater understanding of any observations, exceptions, special instructions, or circumstances that the laboratory needs to communicate to the client concerning the above samples. The information below is used to help promote your ability to make the most informed decisions for you and your customers.

Please note the following points of contact for any questions you may have.

iATL Customer Service: customerservice@iatl.com iATL Office Manager: cdavis@iatl.com iATL Account Representative: Alyssa Peiffer Sample Login Notes: See Batch Sheet Attached Sample Matrix: Paint Exceptions Noted: See Following Pages

General Terms, Warrants, Limits, Qualifiers:

General information about iATL capabilities and client/laboratory relationships and responsibilities are spelled out in iATL policies that are listed at www.iATL.com and in our Quality Assurance Manual per ISO 17025 standard requirements. The information therein is a representation of iATL definitions and policies for turnaround times, sample submittal, collection media, blank definitions, quantification issues and limit of detection, analytical methods and procedures, sub-contracting policies, results reporting options, fees, terms, and discounts, confidentiality, sample archival and disposal, and data interpretation.

iATL warrants the test results to be of a precision normal for the type and methodology employed for each sample submitted. iATL disclaims any other warrants, expressed or implied, including warranty of fitness for a particular purpose and warranty of merchantability. iATL accepts no legal responsibility for the purpose for which the client uses test results. Any analytical work performed must be governed by our Standard Terms and Conditions. Prices, methods and detection limits may be changed without notification. Please contact your Customer Service Representative for the most current information.

This confidential report relates only to those item(s) tested and does not represent an endorsement by NIST-NVLAP, AIHA LAP LLC, or any agency of local, state or province governments nor of any agency of the U.S. government.

This report shall not be reproduced except in full, without written approval of the laboratory.

Information Pertinent to this Report:

Analysis by ASTM D3335-85a by AAS

Certification:

- National Lead Laboratory Program (NLLAP): AIHA-LAP, LLC No. 100188

- NYSDOH-ELAP No. 11021

Regulatory limit is 0.5% lead by weight (EPA/HUD guidelines). Recommend multiple sampling for all samples less than regulatory limit for confirmation.

All results are based on the samples as received at the lab. iATL assumes that appropriate sampling methods have been used and that the data upon which these results are based have been accurately supplied by the client.

Method Detection Limit (MDL) per EPA Method 40CFR Part 136 Apendix B.

Reporting Limit (RL) based upon Lowest Standard Determined (LSD) in accordance with AIHA-ELLAP policies.

LSD=0.2 ppm MDL=0.005% by weight. RL= 0.010% by weight (based upon 100 mg sampled).

Disclaimers / Qualifiers:

There may be some samples in this project that have a "NOTE:" associated with a sample result. We use added disclaimers or qualifiers to inform the client about something that requires further explanation. Here is a complete list with highlighted disclaimers pertinent to this project. For a full explanation of these and other disclaimers, please inquire at customerservice@iatl.com.

* Insufficient sample provided to perform QC reanalysis (<200 mg)

** Not enough sample provided to analyze (<50 mg)

*** Matrix / substrate interference possible.

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S. Cass Street Middletown DE 19709

4/7/2017Report Date:

Report No.: 533268 - Lead Paint Project: B401 Project No.: 17-067

Page 3 of 3Dated : 4/7/2017 12:18:17 PM

Lab No.:6191500 Client No.:01P

Description:Tan Masonry Location:Elevation 3, Location 1, 3/29/17

Result (% by Weight):<0.0015 Result (ppm):<15 Comments:

Lab No.:6191501 Client No.:02P

Description:Tan Masonry Location:Elevation 4, Location 2, 3/29/17

Result (% by Weight):<0.0015 Result (ppm):<15 Comments:

Lab No.:6191502 Client No.:03P

Description:Tan Masonry Location:Elevation 1, Location 3, 3/29/17

Result (% by Weight):<0.0016 Result (ppm):<16 Comments:

Lab No.:6191503 Client No.:04P

Description:Brown Stair Tower Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0018 Result (ppm):<18 Comments:

Lab No.:6191504 Client No.:05P

Description:Brown Under Stairs Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0021 Result (ppm):<21 Comments:

Lab No.:6191505 Client No.:06P

Description:Tan Concrete Location:Elevation 2, Location 5, 3/29/17

Result (% by Weight):<0.00092 Result (ppm):<9.2 Comments:

Lab No.:6191506 Client No.:07P

Description:Brown Door Frame Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0018 Result (ppm):<18 Comments:

Lab No.:6191507 Client No.:08P

Description:Brown Door Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0019 Result (ppm):<19 Comments:

Laboratory Director Frank E. Ehrenfeld, III

Approved By:

Date Analyzed: 04/07/2017

3/31/2017Date Received:

Analyst: Chad Shaffer

Please refer to the Appendix of this report for further information regarding your analysis.

Signature:

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S. Cass Street Middletown DE 19709

4/7/2017Report Date:

Report No.: 533268 - Cadmium Paint Project: B401 Project No.: 17-067

CADMIUM PAINT SAMPLE ANALYSIS SUMMARY

Dated : 4/7/2017 12:18:17 PM Page 1 of 3

Lab No.:6191508 Client No.:09P

Description:Brown Stair Rail Location:Elevation 17, Location 6, 3/29/17

Result (% by Weight):<0.0018 Result (ppm):<18 Comments:

Lab No.:6191509 Client No.:10P

Description:Brown Balcony Rail Location:Elevation 2, Location 7, 3/29/17

Result (% by Weight):<0.0018 Result (ppm):<18 Comments:

Lab No.:6191510 Client No.:11P

Description:Brown Interior Stair Rail Location:West Internal Stairs, 3/29/17

Result (% by Weight):0.0022 Result (ppm):22 Comments:

Lab No.:6191511 Client No.:12P

Description:Tan Stair Location:West Internal Stairs, 3/29/17

Result (% by Weight):0.0026 Result (ppm):26 Comments:

Lab No.:6191512 Client No.:13P

Description:Tan Under Stair Area Location:West Internal Stairs, 3/29/17

Result (% by Weight):0.0030 Result (ppm):30 Comments:

Laboratory Director Frank E. Ehrenfeld, III

Approved By:

Date Analyzed: 04/07/2017

3/31/2017Date Received:

Analyst: Chad Shaffer

Please refer to the Appendix of this report for further information regarding your analysis.

Signature:

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S. Cass Street Middletown DE 19709

4/7/2017Report Date:

Report No.: 533268 - Cadmium Paint Project: B401 Project No.: 17-067

CADMIUM PAINT SAMPLE ANALYSIS SUMMARY

Dated : 4/7/2017 12:18:17 PM Page 2 of 3

Analysis: ASTM D3335-85a

Please note the following points of contact for any questions you may have.

General Terms, Warrants, Limits, Qualifiers:

This report shall not be reproduced except in full, without written approval of the laboratory.

Information Pertinent to this Report:

Analysis by ASTM D3335-85a by AAS

Certification:

- National Lead Laboratory Program (NLLAP): AIHA-LAP, LLC No. 100188

- NYSDOH-ELAP No. 11021

Recommend multiple sampling for all samples less than regulatory limit for confirmation.

Method Detection Limit (MDL) per EPA Method 40CFR Part 136 Apendix B.

Reporting Limit (RL) based upon Lowest Standard Determined (LSD) in accordance with AIHA-ELLAP policies.

LSD=0.05 ppm MDL=0.00038% by weight. RL= 0.0050% by weight (based upon 100 mg sampled).

* Insufficient sample provided to perform QC reanalysis (<200 mg)

** Not enough sample provided to analyze (<50 mg)

*** Matrix / substrate interference possible.

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S. Cass Street Middletown DE 19709

4/7/2017Report Date:

Report No.: 533268 - Cadmium Paint Project: B401 Project No.: 17-067

Page 3 of 3Dated : 4/7/2017 12:18:17 PM

Lab No.:6191500 Client No.:01P

Description:Tan Masonry Location:Elevation 3, Location 1, 3/29/17

Result (% by Weight):<0.0074 Result (ppm):<74 Comments:

Lab No.:6191501 Client No.:02P

Description:Tan Masonry Location:Elevation 4, Location 2, 3/29/17

Result (% by Weight):<0.0073 Result (ppm):<73 Comments:

Lab No.:6191502 Client No.:03P

Description:Tan Masonry Location:Elevation 1, Location 3, 3/29/17

Result (% by Weight):<0.0082 Result (ppm):<82 Comments:

Lab No.:6191503 Client No.:04P

Description:Brown Stair Tower Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0088 Result (ppm):<88 Comments:

Lab No.:6191504 Client No.:05P

Description:Brown Under Stairs Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.010 Result (ppm):<100 Comments:

Lab No.:6191505 Client No.:06P

Description:Tan Concrete Location:Elevation 2, Location 5, 3/29/17

Result (% by Weight):<0.0046 Result (ppm):<46 Comments:

Lab No.:6191506 Client No.:07P

Description:Brown Door Frame Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0091 Result (ppm):<91 Comments:

Lab No.:6191507 Client No.:08P

Description:Brown Door Location:Elevation 3, Location 4, 3/29/17

Result (% by Weight):<0.0096 Result (ppm):<96 Comments:

Laboratory Director Frank E. Ehrenfeld, III

Approved By:

Date Analyzed: 04/06/2017

3/31/2017Date Received:

Analyst: Chad Shaffer

Please refer to the Appendix of this report for further information regarding your analysis.

Signature:

9000 Commerce Parkway Suite B Mt. Laurel, New Jersey 08054

Telephone: 856-231-9449 Email: customerservice@iatl.com

CERTIFICATE OF ANALYSIS

Client: Environmental Testing Inc.

PO Box 138 100 S.

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