Queens Creek Bridge - Pre Demo HAZMAT Survey.pdf

Prepared by:

3802 Cherry Ave.

Wilmington, NC 28403

Tel: (910) 763-3445

Fax: (910-763-3415

Pre Demolition Lead Paint/Creosote Survey

At: Queens Creek Beach Bridge

White Oak, NC

Prepared for: Kimley-Horn

11818 Rock Landing Dr. Suite 100

Newport News, VA 23608

PEI Project No.: 5269-20-0001-2AL

Date:

Inspector:

March 23, 2020

Jonathan Guetta

NC Lead Inspector/Risk Assessor Certification # 120097

3802 Cherry Ave. Wilmington, NC 28403 Tel: 910-763-3445 Fax: 910-763-3415 www.precision-enviro.com

Kimley-Horn

Attn: Scott Borges, PE

Re: Lead Paint Bulk Sampling & Analysis at:

Queens Creek Bridge

PEI Project No.:5269-20-0001-2AL

Precision Environmental Inc. (Precision) was retained by Kimley-Horn to conduct a lead paint survey and analysis of coated surfaces associated with the above referenced structure. The inspection included all materials scheduled to be disturbed/removed during the upcoming demolition procedures.

The purpose of the survey was to determine if lead painted components exist on painted components prior to upcoming demolition procedures.

The bulk sampling was performed by Precision’s representative, Jonathan Guetta (NC Risk Assessor/ Lead Inspector

Certificate No. 120097) on February 28, 2020.

OSHA defines any detectable level of lead in paint a concern when renovations/demolition will impact lead coated surfaces.

As a result, a total of three (3) different suspect lead based paint (LBP) coatings were identified. A listing of the identified

LBP coatings and the number of bulk samples collected per suspect material is provided in Table 1 below:

Table 1: Identified suspect LBP coatings materials

Suspect Material Location No. of Samples

Collected

1. White painted metal vertical safety beam Bridge 2

2. Red painted metal main bridge stringer Bridge 2

3. Red painted metal vertical support post Bridge 2

Collected samples were given a unique identification number, which included the date, structure acronym (QC), element abbreviation (Pb) and sample number, logged onto a lead paint chip chain of custody form and shipped to an accredited laboratory for analysis. The bulk samples collected from the above listed materials (Table 1) were analyzed by Flame

Atomic Absorption (AA) via EPA SW-846 7420 and 3050B Method.

Analysis of the samples revealed that multiple suspect coatings contain lead in concentrations above the Detection Limit.

Laboratory results obtained are provided in detail in the attached laboratory report and summarized in the Table 2 below:

Limited Lead Paint Survey Results

Precision No.5269-20-0001-2AL

Table 2: Summary of Laboratory Results

Highest Lead

Concentration % by weight

Detection Limit

% by weight

1. White painted metal vertical safety beam At bridge entry points 0.0010 0.0007

2. Red painted metal main bridge stringer Throughout 0.0394 0.0012

3. Red painted metal vertical support posts Throughout 0.0440 0.0070

Based on the laboratory analysis, the following components associated with the structure are confirmed to be coated with lead containing paint and shall be handled in accordance will all applicable regulations:

• All white painted metal vertical safety beams

• All red painted metal main bridge stringers

• All red painted metal vertical posts

Vertical safety beam

Main bridge stringer

Vertical support posts

Limited Lead Paint Survey Results

Precision No.5269-20-0001-2AL

Note: The white and red painted surfaces sampled are in deteriorated condition

Recommendations/Control Options

If renovation or demolition activities are to impact lead coated surfaces, all work should be conducted by workers trained in “lead safe work practices” as outlined by the Occupational Safety and Health Administration (OSHA). In addition, all lead coated components or paint removed from lead coated components should be disposed of in accordance with all

Federal, State, and Local regulations.

If additional materials not addressed during this inspection are to be disturbed, Precision strongly recommends that those materials either be assumed to be coated with lead based paint or that sampling is conducted to confirm the presence of absence of lead based paint prior to the disturbance of the materials.

If you have any questions or require additional information, please do not hesitate to contact me at (910) 763-3445

Sincerely, PRECISION ENVIRONMENTAL INC.

NC Lead Inspector/Risk Assessor #: 120097

Attachments: Paint Chip Sample Data and Chain of Custody

Laboratory Data Sheets

Laboratory and Inspector Certificates

Certificate of Analysis: Lead In Paint by EPA SW-846 7420 and 3050B*

Client Project :

557277

03/04/2020

03/04/2020

Date Reported :

Date Analyzed :

Date Received :

AAT Project :

Phone :

Email :

Fax :

jguetta@precision-enviro.com

910-763-3445

J. Guetta

Precision Environmental

Attn :

Client :

QUEENS CREEK BRIDGE NCProject Location :

5269-20-0001-2AL

Wilmington, NC 28403

3802 Cherry Ave.

3/5/2020 7:23:01AM

30105 Beverly Road

Romulus, MI 48174

Ph: 734-629-8161; Fax: 734-629-8431

Sampling Date : 02/28/2020

Lab Sample ID Result Lead

(% by weight) PPMSample DescriptionClient Code

Calculated R L

(% by weight)

22820-QC-PB-01 VERTICAL SAFETY BEAM WHITE5368775 10 0.0010 0.0007

22820-QC-PB-02 VERTICAL SAFETY BEAM WHITE5368776 <7 <0.0007 0.0007

22820-QC-PB-03 MAIN BRIDGE STRINGER RED5368777 394 0.0394 0.0012

22820-QC-PB-04 MAIN BRIDGE STRINGER RED5368778 383 0.0383 0.0012

22820-QC-PB-05 VERTICAL POST RED5368779 440 0.0440 0.0070

22820-QC-PB-06 VERTICAL POST RED5368780 <44 <0.0044 0.0044

Analyst Signature

Elyse Bidle

557277 AAT Project:Date Printed: 03/05/2020 7:23AM

RL= Reporting Limit * For true values assume (2) significant figures. The method and batch QC is acceptable unless otherwise stated. Current

EPA/HUD Interim Standard for lead in paint samples is: 5000 PPM (parts per million) or ug/g which is equivalent to 0.5% by weight. AAT internal sop

S203. The laboratory operates in accord with ISO 17025 guidelines and holds limited scopes of accreditation under AIHA-LAP and NY State DOH

ELAP programs. These results are submitted pursuant to AAT LLC current terms and conditions of sale, including the company's standard warranty and limitation of liability provisions.Analytical results relate to the samples as received by the lab. AAT will not assume any liability or responsibility for the manner in which the results are used or interpreted. Reproduction of this document other than in its entirety is not permitted. All Quality control requirements for the samples this report contains have been met. AAT does not blank correct reported values. Sample data apply only to items analyzed. Samples are stored for 15 days following report date. *= Validated modified method

AIHA LAP- Lab ID #100986, NY State DOH ELAP -Lab ID #11864, State of Ohio- Lab ID # 10042

Precision EnvironmentalTo :

Attn :

Phone :

AAT Project :

Client Project :

Date Reported :

Project Location :

Email :J. Guetta

910-763-3445 jguetta@precision-enviro.com

557277

3/5/2020 7:23:01AM

5269-20-0001-2AL

QUEENS CREEK BRIDGE NC

3802 Cherry Ave.

Wilmington, NC 28403

30105 Beverly Road

Romulus, MI 48174

Ph: 734-629-8161; Fax: 734-629-8431

Sample CompletedAnalysis RequestedClient Code Analyst

5368775 03/04/2020Lead Paint22820-QC-PB-01 Elyse Bidle

5368776 03/04/2020Lead Paint22820-QC-PB-02 Elyse Bidle

5368777 03/04/2020Lead Paint22820-QC-PB-03 Elyse Bidle

5368778 03/04/2020Lead Paint22820-QC-PB-04 Elyse Bidle

5368779 03/04/2020Lead Paint22820-QC-PB-05 Elyse Bidle

5368780 03/04/2020Lead Paint22820-QC-PB-06 Elyse Bidle

Quality Assurance Coordinator - Stephen NorthcottReviewed By

557277 AAT Project:Date Printed: 03/05/2020 7:23AM

This report is intended for use solely by the individual or entity to which it is addressed. It may contain information that is privileged, confidential and otherwise exempt by law from disclosure. If the reader of this information is not the intended recipient or an employee of its intended recipient, you are herewith notified that any dissemination, distribution or copying of this information is strictly prohibited. If you have received this information in error, please notify AAT immediately. Thank you.

AIHA LAP- Lab ID #100986, NY State DOH ELAP -Lab ID #11864, State of Ohio- Lab ID # 10042

3802 Cherry Ave. Wilmington, NC 28403 Tel: 910-763-3445 Fax: 910-763-3415 www.precision-enviro.com

Kimley-Horn

Attn: Scott Borges, PE

Re: Creosote Bulk Sampling & Analysis at:

Queens Creek Beach Bridge

PEI Project No.:5269-20-0001-2AL

Precision Environmental Inc. (Precision) was retained by Kimley-Horn to conduct a creosote survey and analysis of wood components associated with the above referenced structure. The inspection included all materials scheduled to be disturbed/removed during the upcoming demolition procedures.

The purpose of the survey was to determine if wood components associated with the structure are treated with creosote prior to upcoming demolition procedures.

The bulk sampling was performed by Precision’s representative Jonathan on February 28, 2020.

As a result, a total of two creosote treated components were identified. A listing of the identified components and the number of bulk samples collected per suspect material is provided in Table 1 below:

Table 1: Identified suspect LBP coatings materials

No. of Samples

Collected

1. Vertical pylon Bridge structural support system 2

2. Railroad Tie Upper bridge 2

Collected samples were given a unique identification number, which included the date, structure acronym (QCB), and sample number, logged onto a creosote bulk chain of custody form and shipped to an accredited laboratory for analysis.

The bulk samples collected from the above listed materials (Table 1) were analyzed for creosote in bulk material via EPA

Method 8015D

Results

Analysis of the samples revealed that all components sampled contain creosote in levels above the reporting limit for the method.

Laboratory results obtained are provided in detail in the attached laboratory report and summarized in the Table 2 below:

Table 2: Summary of Laboratory Results

Highest

Concentration mg/Kg

Detection Limit

Mg/Kg

1. Vertical pylon Bridge structural support system 38,000 mg/Kg 8,900 mg/kg

2. Railroad Tie Upper bridge 48,000 Mg/Kg 7,800 mg/kg

Queens Creek Beach Bridge

Creosote Survey Results

Precision No.5269-20-0001-2AL

Recommendations/Control Options

Note: National Institute for Occupational Safety and Health (NIOSH) considers coal tar, coal tar pitch, and creosote to be coal tar products.

OSHA has not established a substance-specific standard for occupational exposure to coal tar pitch volatiles (CTPVs) however exposures are regulated under OSHA's air contaminants standard for general industry, shipyard employment and construction.

In addition, all creosote treated components should be disposed of in accordance with all Federal, State, and Local regulations.

All efforts were made to identify and access all components associated with the structure that are treated with creosote. If additional materials not addressed during this inspection are to be disturbed, Precision strongly recommends that those materials either be assumed to be treated with creosote or that sampling is conducted to confirm the presence of absence of creosote prior to the disturbance of the materials.

If you have any questions or require additional information, please do not hesitate to contact me at (910) 763-3445

Sincerely, PRECISION ENVIRONMENTAL INC.

Attachments: Creosote Sample Data and Chain of Custody

Laboratory Data Sheets

Vertical pylon

Rail road tie

Phillip Worby, Environmental Chemistry Laboratory Director

Approved By:

Fax: (910) 763-3415 Phone: (910) 763-3445

The following analytical report covers the analysis performed on samples submitted to EMSL Analytical, Inc. on 3/3/2020. The results are tabulated on the attached data pages for the following client designated project:

Pre Demo Survey for Queens Creek Bridge 5269-20-0001-2AL

The reference number for these samples is EMSL Order #012002425. Please use this reference when calling about these samples. If you have any questions, please do not hesitate to contact me at (856) 303-2500.

3/12/2020Attn: Jonathan Guetta Precision Environmental Inc.

3802 Cherry Ave.

Wilmington, NC 28403

The test results contained within this report meet the requirements of NELAP and/or the specific certification program that is applicable, unless otherwise noted.

NELAP Certifications: NJ 03036, NY 10872, PA 68-00367, CA ELAP 1877

The samples associated with this report were received in good condition unless otherwise noted. This report relates only to those items tested as received by the laboratory. The QC data associated with the sample results meet the recovery and precision requirements established by the NELAP, unless specifically indicated. All results for soil samples are reported on a dry weight basis, unless otherwise noted. This report may not be reproduced except in full and without written approval by EMSL Analytical, Inc.

EMSL Analytical, Inc.

200 Route 130 North, Cinnaminson, NJ 08077 Phone: (856) 303-2500 Fax: (856) 858-4571 Email: EnvChemistry2@emsl.com

EMSL Analytical does not hold SHW certification in the state of North Carolina. The Surrogate recovery was outside of the method control limits (high) due to matrix interference, therefore the results may be biased high.

mailto:EnvChemistry2@emsl.com

EMSL Analytical, Inc.

200 Route 130 North, Cinnaminson, NJ 08077 Phone/Fax: (856) 303-2500 / (856) 858-4571 http://www.EMSL.com EnvChemistry2@emsl.com

012002425 CustomerID: PREN34 CustomerPO:

ProjectID:

EMSL Order:

Analytical Results

Attn: Jonathan Guetta Precision Environmental Inc.

3802 Cherry Ave.

Wilmington, NC 28403

Received: 03/03/20 9:40 AM

Pre Demo Survey for Queens Creek Bridge 5269-20-0001-2AL

Fax: (910) 763-3415 Phone: (910) 763-3445

Project:

Client Sample Description Lab ID:022820-QCB-01 012002425-0001 Vertical pylon

Collected: 2/28/2020

Method Parameter Result Units Analysis

Date & AnalystRL Prep

Date & Analyst

GC-SVOA

8015D Modified Creosote AC21000 mg/Kg 03/11/20 0:009600 3/5/2020 AF

Client Sample Description Lab ID:022820-QCB-02 012002425-0002 Vertical pylon

Collected: 2/28/2020

Method Parameter Result Units Analysis

Date & AnalystRL Prep

Date & Analyst

GC-SVOA

8015D Modified Creosote AC38000 mg/Kg 03/11/20 0:008900 3/5/2020 AF

Client Sample Description Lab ID:022820-QCB-03 012002425-0003 Railroad Tie

Collected: 2/28/2020

Method Parameter Result Units Analysis

Date & AnalystRL Prep

Date & Analyst

GC-SVOA

8015D Modified Creosote AC48000 mg/Kg 03/11/20 0:007800 3/5/2020 AF

Client Sample Description Lab ID:022820-QCB-04 012002425-0004 Railroad Tie

Collected: 2/28/2020

Method Parameter Result Units Analysis

Date & AnalystRL Prep

Date & Analyst

GC-SVOA

8015D Modified Creosote AC25000 mg/Kg 03/11/20 0:007500 3/5/2020 AF

MDL - method detection limit J - Result was below the reporting limit, but at or above the MDL ND - indicates that the analyte was not detected at the reporting limit RL - Reporting Limit (Analytical) D - Dilution Sample required a dilution which was used to calculate final results

Definitions:

Page 2 of 2ChemSmplw/RDL/NELAC-7.52.0 Printed: 3/12/2020 7:26:11 PM http://www.EMSL.com mailto:EnvChemistry2@emsl.com

OrderID: 012002425

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/2 http://www.aihaaccreditedlabs.org/

Effective: 10/14/2016

Scope_ELLAP_R7

AIHA Laboratory Accreditation Programs, LLC

SCOPE OF ACCREDITATION

Accurate Analytical Testing, LLC Laboratory ID: 100986

30105 Beverly Road, Romulus, MI 48174 Issue Date: 08/30/2019

The laboratory is approved for those specific field(s) of testing/methods listed in the table below. Clients are urged to verify the laboratory’s current accreditation status for the particular field(s) of testing/Methods, since these can change due to proficiency status, suspension and/or withdrawal of accreditation.

The EPA recognizes the AIHA-LAP, LLC ELLAP program as meeting the requirements of the National Lead Laboratory

Accreditation Program (NLLAP) established under Title X of the Residential Lead-Based Paint Hazard Reduction Act of 1992 and includes paint, soil and dust wipe analysis. Air and composited wipes analyses are not included as part of the NLLAP.

Environmental Lead Laboratory Accreditation Program (ELLAP)

Initial Accreditation Date: 02/01/2004

A complete listing of currently accredited Environmental Lead laboratories is available on the AIHA-LAP, LLC website at:

http://www.aihaaccreditedlabs.org

Field of Testing (FoT) Technology sub-type/

Detector Method

Method Description (for internal methods only)

Paint

EPA SW-846 3050B (Mod)

EPA SW-846 7000

EPA SW-846 7420

Soil

EPA SW-846 3050B (Mod)

EPA SW-846 7000

EPA SW-846 7420

Settled Dust by Wipe

EPA SW-846 7000

NIOSH 7082

Airborne Dust

EPA SW-846 7000

NIOSH 7082