19788_Geary_Canal_Bridge_ACM.pdf

Date: March 11, 2020

To: Helen Oppenheimer - Project Manager Federal Highway Administration – Western Federal Lands

From: Ryan Franklin, C.E.G.

Engineering and HazMat Geologist Oregon Department of Transportation

Subject: Asbestos Survey Geary Canal Bridge #18142 (OR140 MP 58.83) OR140: Klamath County Boat Marina – Lakeshore Drive Project (Key #19788)

Background The purpose of this correspondence is to summarize the results of a survey for asbestos-containing materials (ACMs) on the Geary Canal Bridge #18142 for the OR140: Klamath County Boat Marina – Lakeshore Drive project. I inspected this bridge for ACMs in accordance with the OTIA III Materials and Contamination Performance Standards Manual and with Oregon Administrative Rules (OAR) 340-248-005 through 0290.

The proposed construction activities for this project include the following1:

• Widening of OR140 to include 12-foot wide travel lanes, 6-foot shoulders and shoulder and centerline rumble strips.

• Realignment of OR140 and installation of new guardrail where needed.

• Construction of stone embankments with fish enhancements where OR140 adjoins the shore of Upper Klamath Lake to prevent wave erosion.

• Acquisition of new right-of-way (R/W) to establish more consistent R/W widths throughout the project corridor.

• Remove the existing asphalt concrete wearing surface (ACWS) on Bridge #18142, located at MP 58.83.

Bridge #18142 has an existing waterproofing membrane. Waterproofing membranes may contain asbestos. The proposed bridge construction activities therefore have the potential for

1 The scope of work is subject to change because this project is currently under development.

Department of Transportation Region 4 Technical Center

Geo/Bridge/Environmental Unit 63055 N Hwy 97 Bldg M

Bend, Oregon 97703 Voice (541) 388-6088

Fax (541) 385-0476 Email: ryan.franklin@odot.state.or.us

Asbestos Survey – Geary Canal Bridge #18142 OR140 – Klamath County Boat Marina – Lakeshore Drive March 11, 2020 disturbing ACMs so an ACM inspection is required on Bridge #18142 pursuant to OAR 340- 248-0240.

Review of Existing Plans and Inspection Reports A review of existing plans and inspection reports for Bridge #18142 was not necessary because the only potential ACM that will be disturbed by the proposed construction activities is an existing waterproofing membrane.

Physical Survey and Sampling On March 12, 2018, the ODOT District 11 Bridge Crew collected three ACWS core samples from the deck of Bridge #18142 (Attachment 1) using a wet core drill. A waterproofing membrane was encountered in all three core holes. All three recovered waterproofing membrane samples were moistened, placed in laboratory-prepared containers and shipped under chain-of-custody protocol to Pace National for asbestos analyses.

Laboratory Analytical Results EMSL Analytical, Inc. out of North Cinnaminson, New Jersey analyzed the submitted samples under subcontract with Pace National. EMSL analyzed each sample for the presence/quantification of asbestos using polarized light microscopy (PLM), in accordance with EPA Method 600/R-93/116. A copy of the chain of custody record and laboratory report are provided in Attachment 2. Table 1 summarizes the analytical results.

Table 1. Summary of the analytical results on suspect ACM samples collected from Geary Canal Bridge #18142 Sample ID Material and Location Analytical Result

18142-MBRN-1 Deck waterproofing membrane. None Detected 18142-MBRN-2 Deck waterproofing membrane. None Detected 18142-MBRN-3 Deck waterproofing membrane. None Detected

As shown in Table 1, asbestos was not detected in any of the analyzed membrane samples.

Summary and Recommendations As an Asbestos Hazard Emergency Response Act (AHERA) accredited inspector, I am certifying that the parts of Bridge #18142 that will be disturbed by the proposed construction activities have been inspected for ACMs. Based on the findings of this survey and the laboratory reported non-detects for the asbestos analyses, I believe that no further investigation for ACMs is required at this time.

In accordance with OAR 340-248-0270(2), the Contractor must keep a copy of this report on-site during bridge renovation or demolition activities.

Limitations No environmental site assessment can eliminate all uncertainty. Any environmental sample (e.g.

asbestos samples) collected for analysis may or may not be representative of general site conditions. The observations, findings, and conclusions in this report are based solely on the site conditions at the time of this assessment and do not imply a warrantee or guarantee for the site.

Nothing in this report constitutes a legal opinion or service and should not be relied on as such.

ODOT is not responsible for the accuracy of information provided by third parties, which may be contained in this report.

Asbestos Survey – Geary Canal Bridge #18142 OR140 – Klamath County Boat Marina – Lakeshore Drive March 11, 2020

Due to the nature of any renovation or demolition activity, the potential exists for discovering suspect ACMs that were not covered in this report. If additional suspect ACMs are discovered during renovation or demolition, work activities must stop and the suspect ACMs must be sampled for asbestos content.

If you have any questions, please do not hesitate to contact me.

Thank you.

Ryan Franklin, C.E.G.

AHERA Inspector AHERA Certification #IR-19-9777A, expires 4/02/2020

Cc: Teresa Brasfield, ODOT Region 4 Environmental Coordinator, north half John Adkins, ODOT Region 4 Bridge Inspector File

Attachments 1 – Representative Photographs 2 – Chain-of-Custody Records and Laboratory Analytical Reports 3 – AHERA Certification

Attachment 1

Representative Photographs

Photo 1. View of the District 11 Bridge Crew advancing the first bridge deck core hole. Membrane sample 18142- MBRN-1 was collected from this core.

Photo 2. View of the District 11 Bridge Crew advancing the second bridge deck core hole. Membrane sample 18142-MBRN-2 was collected from this core.

Photo 3. View of the District 11 Bridge Crew advancing the third bridge deck core hole. Membrane sample 18142- MBRN-3 was collected from this core.

Attachment 2

Chain-of-Custody Record and Laboratory Analytical Report

ANALYTICAL REPORT

Apri l 09, 2018

Oregon Dept of Transportation - ODOT

Sample Delivery Group: L978956

Samples Received: 03/21/2018

Project Number: OR DOT 140 (1)

Description: OR140: Klamath Co. Marina -Lakeshore Dr

Report To: Ryan Franklin

63055 N. Hwy 97, Bldg M

Bend, OR 97701

Entire Report Reviewed By:

Apri l 09, 2018

[Preliminary Report]

Brian Ford Technica l Serv ice Representa t ive

Results relate only to the items tested or calibrated and are reported as rounded values. This test report shall not be reproduced, except in full, without written approval of the laboratory. Where applicable, sampling conducted by ESC is performed per guidance provided in laboratory standard operating procedures: 060302, 060303, and 060304.

12065 Lebanon Rd Mount Jul iet , TN 37122 615-758-5858 800-767-5859 www.esclabsciences.com

Apri l 09, 2018

Brian Ford Technica l Serv ice Representa t ive http://www.esclabsciences.com https://www.esclabsciences.com/login mailto:ryan.franklin@odot.state.or.us?subject=ESC Lab Sciences SDG: L978956 - PN: OR DOT 140 (1)&body=Email regarding SDG: L978956 - Project Number: OR DOT 140 (1) mailto:bford@esclabsciences.com?subject=ESC Lab Sciences SDG: L978956&body=Email regarding SDG: L978956 http://www.esclabsciences.com mailto:bford@esclabsciences.com?subject=ESC Lab Sciences SDG: L978956&body=Email regarding SDG: L978956

ONE LAB. NATIONWIDE.TABLE OF CONTENTS

Cp: Cover Page 1

Tc: Table of Contents 2

Cn: Case Narrative 3

Gl: Glossary of Terms 4

Al: Accreditations & Locations 5

Sc: Sample Chain of Custody 6

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ONE LAB. NATIONWIDE.CASE NARRATIVE

All sample aliquots were received at the correct temperature, in the proper containers, with the appropriate preservatives, and within method specified holding times, unless qualified or notated within the report. Where applicable, all MDL (LOD) and RDL (LOQ) values reported for environmental samples have been corrected for the dilution factor used in the analysis. All radiochemical sample results for solids are reported on a dry weight basis with the exception of tritium, carbon-14 and radon, unless wet weight was requested by the client. All Method and Batch Quality Control are within established criteria except where addressed in this case narrative, a non-conformance form or properly qualified within the sample results. By my digital signature below, I affirm to the best of my knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the quality of the data have been identified by the laboratory, and no information or data have been knowingly withheld that would affect the quality of the data.

[Preliminary Report]

Brian Ford Techn ica l Se rv i ce Represen ta t i ve

Project Narrat ive

L978956 -01, -02, -03 contains subout data that is included after the chain of custody.

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ONE LAB. NATIONWIDE.GLOSSARY OF TERMS

Guide to Reading and Understanding Your Laboratory Report

The information below is designed to better explain the various terms used in your report of analytical results from the Laboratory. This is not intended as a comprehensive explanation, and if you have additional questions please contact your project representative.

Abbreviations and Definitions

SDG Sample Delivery Group.

Case Narrative (Cn) A brief discussion about the included sample results, including a discussion of any non-conformances to protocol observed either at sample receipt by the laboratory from the field or during the analytical process. If present, there will be a section in the Case Narrative to discuss the meaning of any data qualifiers used in the report.

Quality Control Summary (Qc)

This section of the report includes the results of the laboratory quality control analyses required by procedure or analytical methods to assist in evaluating the validity of the results reported for your samples. These analyses are not being performed on your samples typically, but on laboratory generated material.

Sample Chain of Custody (Sc)

This is the document created in the field when your samples were initially collected. This is used to verify the time and date of collection, the person collecting the samples, and the analyses that the laboratory is requested to perform. This chain of custody also documents all persons (excluding commercial shippers) that have had control or possession of the samples from the time of collection until delivery to the laboratory for analysis.

Sample Results (Sr) This section of your report will provide the results of all testing performed on your samples. These results are provided by sample ID and are separated by the analyses performed on each sample. The header line of each analysis section for each sample will provide the name and method number for the analysis reported.

Sample Summary (Ss) This section of the Analytical Report defines the specific analyses performed for each sample ID, including the dates and times of preparation and/or analysis.

Qualifier Description

The remainder of this page intentionally left blank, there are no qualifiers applied to this SDG.

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ONE LAB. NATIONWIDE.

ESC Lab Sciences is the only environmental laboratory accredited/certified to support your work nationwide from one location. One phone call, one point of contact, one laboratory. No other lab is as accessible or prepared to handle your needs throughout the country. Our capacity and capability from our single location laboratory is comparable to the collective totals of the network laboratories in our industry. The most significant benefit to our one location design is the design of our laboratory campus. The model is conducive to accelerated productivity, decreasing turn-around time, and preventing cross contamination, thus protecting sample integrity. Our focus on premium quality and prompt service allows us to be YOUR LAB OF CHOICE.

* Not all certifications held by the laboratory are applicable to the results reported in the attached report.

* Accreditation is only applicable to the test methods specified on each scope of accreditation held by ESC Lab Sciences.

State Accreditations Alabama 40660 Nebraska NE-OS-15-05

Alaska 17-026 Nevada TN-03-2002-34

Arizona AZ0612 New Hampshire 2975

Arkansas 88-0469 New Jersey–NELAP TN002

California 2932 New Mexico ¹ n/a

Colorado TN00003 New York 11742

Connecticut PH-0197 North Carolina Env375

Florida E87487 North Carolina ¹ DW21704

Georgia NELAP North Carolina ³ 41

Georgia ¹ 923 North Dakota R-140

Idaho TN00003 Ohio–VAP CL0069

Illinois 200008 Oklahoma 9915

Indiana C-TN-01 Oregon TN200002

Iowa 364 Pennsylvania 68-02979

Kansas E-10277 Rhode Island LAO00356

Kentucky ¹ ⁶ 90010 South Carolina 84004

Kentucky ² 16 South Dakota n/a

Louisiana AI30792 Tennessee ¹ ⁴ 2006

Louisiana ¹ LA180010 Texas T 104704245-17-14

Maine TN0002 Texas ⁵ LAB0152

Maryland 324 Utah TN00003

Massachusetts M-TN003 Vermont VT2006

Michigan 9958 Virginia 460132

Minnesota 047-999-395 Washington C847

Mississippi TN00003 West Virginia 233

Missouri 340 Wisconsin 9980939910

Montana CERT0086 Wyoming A2LA

Third Party Federal Accreditations

A2LA – ISO 17025 1461.01 AIHA-LAP,LLC EMLAP 100789

A2LA – ISO 17025 ⁵ 1461.02 DOD 1461.01

Canada 1461.01 USDA P330-15-00234

EPA–Crypto TN00003

ACCREDITATIONS & LOCATIONS

¹ Drinking Water ² Underground Storage Tanks ³ Aquatic Toxicity ⁴ Chemical/Microbiological ⁵ Mold ⁶ Wastewater n/a Accreditation not applicable

Our Locations ESC Lab Sciences has sixty-four client support centers that provide sample pickup and/or the delivery of sampling supplies. If you would like assistance from one of our support offices, please contact our main office. ESC Lab Sciences performs all testing at our central laboratory.

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EMSL Analytical, Inc.

200 Route 130 North Cinnaminson, NJ 08077

Tel/Fax: (800) 220-3675 / (856) 786-5974 http://www.EMSL.com / cinnasblab@EMSL.com

041808508EMSL Order:

Customer ID: ENSC22

Customer PO:

Project ID:

Attention: Phone:Benita Miller (615) 758-5858

Fax:Environmental Science Corp. (615) 758-5859

Received Date:12065 Lebanon Road 03/22/2018 10:15 AM

Analysis Date:Mt. Juliet, TN 37122 04/04/2018

Collected Date:

Project: L978956

Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized

Light Microscopy

Sample Description Appearance % Fibrous % Non-Fibrous

Non-Asbestos Asbestos

% Type

L978956-01

041808508-0001

None DetectedNon-fibrous (Other)85%Synthetic15%Black

Fibrous

Homogeneous

18142-MBRN-1

L978956-02

041808508-0002

None DetectedNon-fibrous (Other)85%Synthetic15%Black

Fibrous

Homogeneous

18142-MBRN-2

L978956-03

041808508-0003

None DetectedNon-fibrous (Other)85%Synthetic15%Black

Fibrous

Homogeneous

18142-MBRN-3

Analyst(s)

Benjamin Verghese (2)

Daniel Fricker (1)

Benjamin Ellis, Laboratory Manager or Other Approved Signatory

EMSL maintains liability limited to cost of analysis . This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government . Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1%

Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NVLAP Lab Code 101048-0, AIHA-LAP, LLC-IHLAP Lab 100194, NYS ELAP 10872, NJ DEP 03036, PA ID# 68-00367

Initial report from: 04/05/2018 07:54:06

Page 1 of 1ASB_PLM_0008_0001 - 1.78 Printed: 4/5/2018 7:54 AM

Attachment 3

AHERA Certification