terracon consultants, inc. - rewa · pdf fileacm survey report lakeside plant and saluda 1-4...

December 11, 2015

Renewable Water Resources (ReWa)561 Mauldin RoadGreenville, South Carolina 29607

Attn: Mr. Jason GillespieE: [email protected]

RE: Asbestos Survey ReportLakeside Plant and Saluda 1, 2, 3, & 4 Pump StationsGreenville, South CarolinaTerracon Project No. 86157107

Dear Mr. Gillespie:

Terracon Consultants, Inc. (Terracon) is pleased to present the results of the asbestossurveys performed at the Lakeside Plant and Saluda 1-4 pump stations. We understand thatthese surveys were requested due to the proposed demolition of selected structures. Ourservices were performed in general accordance with our Proposal Number P86150350 datedOctober 30, 2015.

Asbestos-containing materials (ACM) were identified in samples of several materials; pleaserefer to the report for details.

Terracon appreciates the opportunity to provide environmental consulting services to you onthis project. If you should have any questions regarding this report, please contact theundersigned at (864) 292-2901.

Sincerely,Terracon Consultants, Inc.

Eli Webster George K. Flores, P.E.Environmental Field Technician Environmental Department Manager

mailto:[email protected]

Asbestos Survey Report

RENEWABLE WATER RESOURCES (REWA)LAKESIDE PLANT AND SALUDA 1, 2, 3, & 4 PUMP STATIONS

GREENVILLE, SOUTH CAROLINA

December 11, 2015

Terracon Project No. 86157107

Photo: Lakeside Plant

Prepared for:Renewable Water Resources (ReWa)

Greenville, South Carolina

Prepared by:Terracon Consultants, Inc.

Taylors, South Carolina

Inspected by:Eli Webster and Stephen Ellis

SCDHEC Asbestos Inspector Nos. BI-01382 & BI-01211November 13, 2015

Responsive ■ Resourceful ■ Reliable

TABLE OF CONTENTSEXECUTIVE SUMMARY ........................................................................................................ I1.0 INTRODUCTION ....................................................................................................... 12.0 BUILDING DESCRIPTIONS ...................................................................................... 13.0 ASBESTOS SURVEY ............................................................................................... 2

3.1 Regulatory Overview ......................................................................................23.2 Visual Assessment .........................................................................................33.3 Physical Assessment .....................................................................................33.4 Sample Collection ..........................................................................................33.5 Sample Analysis.............................................................................................33.6 Findings and Recommendations ....................................................................4

4.0 GENERAL COMMENTS ........................................................................................... 5

LIST OF APPENDICES

APPENDIX A - FIGURE 1 – General Site Locations FIGURE 2 – Sample Location Map – Lakeside Plant FIGURE 3 – Sample Location Map – Saluda 1 Pump Station FIGURE 4 – Sample Location Map – Saluda 2 Pump Station FIGURE 5 – Sample Location Map – Saluda 3 Pump Station FIGURE 6 – Sample Location Map – Saluda 4 Pump Station

APPENDIX B - TABLE 1 – ACM Results Sample Summary

APPENDIX C - LABORATORY REPORTS

APPENDIX D – INSPECTORS’ CREDENTIALS

APPENDIX E - PHOTOGRAPHS

ACM Survey ReportLakeside Plant and Saluda 1-4 Pump Stations ■ Greenville, SCDecember 11, 2015 ■ Terracon Project No. 86157107

Responsive ■ Resourceful ■ Reliable I

EXECUTIVE SUMMARY

Terracon Consultants, Inc. (Terracon) conducted asbestos surveys at the Lakeside Plant andfour wastewater pump stations located adjacent to the Saluda River in Greenville, SouthCarolina. Our surveys were conducted on November 13, 2015 in support of planned selectivedemolition efforts and in general accordance with the terms of our Proposal NumberP86150350 dated October 30, 2015. This Executive Summary is intended as an overviewfor the convenience of the reader. The complete report must be reviewed in its entirety priorto making decisions regarding these sites.

The asbestos-containing material (ACM) surveys were performed by South CarolinaDepartment of Health and Environmental Control (SCDHEC) licensed asbestos buildinginspectors in general accordance with the sampling protocols established in EnvironmentalProtection Agency (EPA) 40 Code of Federal Regulations (CFR) 763 (Asbestos HazardEmergency Response Act, AHERA) and the SCDHEC Regulation 61-86.1 Standards ofPerformance for Asbestos Projects.

Asbestos-Containing Materials

A total of sixty-two (62) bulk samples were collected from the structures. A map indicating thegeneral locations of the five sites is presented in Figure 1 in Appendix A. General layouts ofthe structures with sample locations are included as Figures 2 through 6 (Appendix A).Sample descriptions, locations, analytical results, classification, and estimated quantities aresummarized in Table 1 in Appendix B. Copies of asbestos laboratory analytical reports areincluded in Appendix C and photographs are provided in Appendix E.

Asbestos was identified in samples of the following materials:

Lakeside PlantNo asbestos detected

Saluda 1 Pump Station§ Exterior coating with black mastic (2% chrysotile)§ Exterior coating with webbing (2% chrysotile)§ Exterior coating (3% chrysotile)

Saluda 2 Pump Station§ Roof flashing (10% chrysotile)

Saluda 3 Pump StationNo asbestos detected


Responsive ■ Resourceful ■ Reliable II



Asbestos-containing materials should be removed by a South Carolina licensed asbestosabatement contractor prior to beginning demolition. A copy of this report must be submitted toSCDHEC at least ten (10) working days prior to demolition when applying for a demolitionpermit. Note that a separate demolition permit will be required for each unattached structure.

Responsive ■ Resourceful ■ Reliable 1

ASBESTOS SURVEY REPORTLAKESIDE PLANT AND SALUDA 1, 2, 3, & 4 PUMP STATIONS

GREENVILLE, SOUTH CAROLINATerracon Project No. 86157107

1.0 INTRODUCTION

Terracon Consultants Inc. (Terracon) conducted asbestos surveys at the Renewable WaterResources (ReWa) Lakeside Plant and four wastewater pump stations (designated Saluda 1through Saluda 4). These sites are generally located adjacent to the Saluda River in Greenville,South Carolina (see Figure 1). Our survey was conducted on November 13, 2015 in support ofplanned selective demolition efforts and was performed in general accordance with the terms ofour Proposal Number P86150350, dated October 30, 2015. EPA regulation 40 CFR 61, SubpartM, National Emission Standards for Hazardous Air Pollutants (NESHAP), prohibits the release ofasbestos fibers to the atmosphere during renovation/demolition activities. NESHAP requires thatpotentially regulated asbestos-containing materials (ACM) be identified, classified and quantifiedprior to planned disturbances or demolition activities.

The asbestos surveys were conducted by South Carolina Department of Health andEnvironmental Control (SC DHEC) licensed building inspectors. Building components weresurveyed and homogeneous areas of suspect ACM were visually identified and documented, ifpresent. Although reasonable effort was made to survey and locate accessible suspect materials,additional suspect but un-sampled materials could be located in walls, in voids or in otherconcealed areas.

2.0 BUILDING DESCRIPTIONS

Only selected structures located at the Lakeside Plant were surveyed. Those structures consistedof a circular clarifier, an adjacent pump vault, and an aboveground caustic dosing tank andassociated pump and piping. The clarifier is constructed of concrete walls, a concrete floor, andwith associated metal piping, stairs and other components. The adjacent pump vault isconstructed of concrete with a metal lid. The caustic dosing tank is located on a concrete padwith concrete walls. Piping was observed to be uninsulated or insulated with Styrofoam that iscovered with metal jacketing. Gaskets were observed to be rubber. Other structures located atthe Lakeside plant were not surveyed as they are not slated for demolition.

Saluda 1, 2, 3, and 4 pump stations are each approximately 120 square feet and constructed ofconcrete block on a concrete pad. Saluda 1 has applied material to the exterior walls. The interiorwall finishes of all pump stations are painted concrete block. Each pump station has a sub-gradelevel that is approximately 10 feet below ground surface. Saluda 2, 3, and 4 have built-up roofingmaterials over a concrete deck while Saluda 1 has a rounded concrete roof covered with asuspect coating.



3.0 ASBESTOS SURVEY

The asbestos surveys were conducted by Messrs. Eli Webster and Stephen Ellis, both SCDHEClicensed Asbestos Building Inspectors (License Nos. BI-01382 & BI-01211, respectively). Copiesof these gentlemen’s licenses are provided in Appendix D. The surveys were conducted onNovember 13, 2015, in general accordance with the sampling protocols established by EPARegulation 40 CFR 763 (AHERA) and SCDHEC R61-86.1. A summary of survey activities isprovided below.

3.1 Regulatory Overview

An ACM is defined as any material containing asbestos of any type in an amount greater than onepercent (1%). The asbestos NESHAP (40 CFR Part 61, Subpart M) regulates asbestos fiberemissions and asbestos waste disposal practices. It also requires the identification andclassification of existing building materials prior to demolition or renovation activity. UnderNESHAP, asbestos-containing building materials are classified as either friable, Category I non-friable or Category II non-friable ACM. Friable materials are those that, when dry, may becrumbled, pulverized or reduced to powder by hand pressure. Category I non friable ACMincludes packing materials, gaskets, resilient floor coverings and asphalt roofing productscontaining more than 1 percent (%) asbestos. Category II non-friable ACM are non-friablematerials other than Category I materials that contain more than 1% asbestos.

Friable ACM, Category I and Category II non-friable ACM which is in poor condition and hasbecome friable or which will be subjected to drilling, sanding, grinding, cutting or abrading andwhich could be crushed or pulverized during anticipated renovation/demolition activities areconsidered regulated ACM (RACM). RACM must be removed prior to renovation or demolitionactivities.

In the state of South Carolina, asbestos activities are regulated by the SCDHEC under theSCDHEC Regulation 61-86.1 Standards of Performance for Asbestos Projects. The SCDHECrequire that any asbestos-related activity conducted in a public building be performed bypersonnel licensed by the SCDHEC. The owner or operator must provide the SCDHEC withwritten notification of planned abatement and removal activities prior to the commencement ofthose activities. The SCDHEC requires a four (4) day notification for non-friable projects and 10day notification for RACM projects. Asbestos abatement must be performed by SCDHEC-licensed asbestos abatement contractors. A SCDHEC-licensed Project Designer shall prepare awritten abatement design for each abatement renovation project involving the removal of greaterthan 3,000 square, 1,500 linear, or 656 cubic feet of RACM. Third-party air monitoring must beconducted during the abatement of friable (regulated) ACM. The SCDHEC asbestos regulationscan be found at http://www.scdhec.gov/environment/baq/Asbestos/asbestos_regulations.asp.

http://www.scdhec.gov/environment/baq/Asbestos/asbestos_regulations.asp



The Occupational Safety and Health Administration (OSHA) Asbestos Standard for ConstructionIndustry (29 CFR 1926.1101) regulates workplace exposure to asbestos. The OSHA standardrequires that employee exposure to airborne asbestos fibers be maintained below 0.1 asbestosfibers per cubic centimeter of air (0.1 f/cc). The OSHA standard classifies construction andmaintenance activities, which could disturb ACM, and specifies work practices and precautionswhich employers must follow when engaging in each class of regulated work. A full copy of theOSHA asbestos standard for general industry may be found at OSHA’s website (www.osha.gov)and should be referenced for specific information.

3.2 Visual Assessment

Our survey activities began with visual observation of the interior and exterior of the structures toidentify apparent homogeneous areas of suspect ACM. A homogeneous area consists of buildingmaterials, which appear similar throughout in terms of color, texture and date of application.Building materials which were not identified as concrete, glass, wood, masonry, metal or rubberwere considered suspect ACM.

3.3 Physical Assessment

A physical assessment of each homogeneous area of suspect ACM was conducted to assess thefriability and condition of the materials. A friable material is defined by the EPA as a material,which can be crumbled, pulverized or reduced to powder by hand pressure when dry. Friabilitywas assessed by physically touching suspect materials.

3.4 Sample Collection

Based on the results of the visual sampling, bulk samples of suspect ACM were collected ingeneral accordance with sample collection protocols as required by SCDHEC Regulation 61.86.1.Random samples of suspect materials were collected in each homogeneous area. Bulk sampleswere collected using wet methods as applicable to reduce the potential for fiber release. Sampleswere placed in sealable containers and labeled with unique sample numbers using an indeliblemarker.

3.5 Sample Analysis

Bulk samples were submitted using chain-of-custody procedures to Scientific Analytical Institute(SAI) of Greensboro, North Carolina. SAI is accredited under the National Voluntary LaboratoryAccreditation Program NVLAP (#200644-0). The samples were submitted for a “positive stop”analysis which means once a sample is detected with asbestos; the remainder samples in thehomogenous set is not analyzed and are presumed to be of similar asbestos content.

http://www.osha.gov/



Asbestos analysis was performed by PLM with dispersion staining techniques per EPAEPA/600/R-93/116. The percentage of asbestos, where applicable, was determined bymicroscopical visual estimation. Per the SCDHEC Regulation 61-86.1 Standards of Performancefor Asbestos Projects, negative results for non-friable organically bound (NOB) materials such asflooring, mastics, or roofing shall be verified with at least one TEM analysis. The additionalanalysis was performed by TEM in accordance with EPA/600/R-93/116 Section 2.5.5.1.

3.6 Findings and Recommendations

A total of sixty-two (62) bulk samples were collected from the structures. A map indicating thegeneral locations of the five sites is presented in Figure 1 in Appendix A. General layouts of thestructures with sample locations are included as Figures 2 through 6 (Appendix A). Sampledescriptions, locations, analytical results, classification, and estimated quantities are summarizedin Table 1 in Appendix B. Copies of asbestos laboratory analytical reports are included inAppendix C and photographs are provided in Appendix E.

Asbestos was identified in samples of the following materials:

Lakeside PlantNo asbestos detected

Saluda 1 Pump Station§ Exterior coating with black mastic (2% chrysotile)§ Exterior coating with webbing (2% chrysotile)§ Exterior coating (3% chrysotile)

Saluda 2 Pump Station§ Roof flashing (10% chrysotile)




Asbestos-containing materials should be removed by a South Carolina licensed asbestosabatement contractor prior to beginning demolition. Depending on the method of abatementselected for the asbestos-containing coatings present on the exterior of the Saluda 1 pumpstation, third-party asbestos air monitoring may be required unless a work practice variance isrequested and pre-approved by SCDHEC.



A copy of this report must be submitted to SCDHEC at least ten (10) working days prior todemolition when applying for a demolition permit. Note that a separate demolition permit will berequired for each unattached structure.

It should be noted that suspect materials, other than those identified during these surveys, mayexist within the structures. If additional suspect materials are identified during demolition orabatement activities, those materials should be assumed to be asbestos-containing untillaboratory analysis demonstrates otherwise. Federal, state, and local regulations should bereferred to in order to verify compliance before any actions are initiated on an ACM.

4.0 GENERAL COMMENTS

Our surveys were conducted in a manner consistent with the level of care and skill ordinarilyexercised by members of the profession currently practicing under similar conditions in the samelocale. The results, findings, conclusions and recommendations expressed in this report arebased on conditions observed during our survey of the structures. The information contained inthis report is relevant to the date on which these surveys were performed, and should not berelied upon to represent conditions at a later date.

This report has been prepared on behalf of and exclusively for use by ReWa for specificapplication to their project, as discussed herein. Terracon does not warrant the work of regulatoryagencies, laboratories or other third parties supplying information, which may have been used inthe preparation of this report. No warranty, express or implied is made.

This report is not a bidding document. Contractors or consultants reviewing this report must drawtheir own conclusions regarding further investigation or remediation deemed necessary.

APPENDIX AFIGURES 1- 6

GENERAL SITE LOCATIONS

Lakeside Plant and Saluda 1, 2, 3, & 4 Pump StationsGREENVILLE, SOUTH CAROLINA 1

3534 Rutherford Road Taylors, South Carolina 29687

PH. (864) 292-2901 FAX. (864) 292-6361

86157107

12/11/2015

GKF

ECW

GKF

Project Manager:

Drawn by:

Checked by:

Approved by:

Project No.

Scale:

File Name:

Date:

Exhibit

B-2

B-4

B-1

B-3

LSA1

LSA 2

LSA 5

LSA 3

LSA 4

Pump

Vault

Caustic

Dosing

Tank

Clarifier

Brick/Block Building

(Not Surveyed)

FigureGeneral Layout / Sample Locations

Lakeside Plant

Lakeside RoadGreenville, South Carolina 3534 Rutherford Rd. Taylors, SC 29687

PH. (864) 292-2901 FAX. (864) 292-6361

Building layout and

sample locations are

approximated.Date:

12/11/2015

Project Manager:

GKF

Drawn By:

ECW

Checked By:

GKF

Approved By:

Project No.

86157107

Scale:

N.T.S.

File Name:

2

D3 C3 A3 B3

F1 F2

F3

E2

D2

C2

E1 A2

E3 B2

A1 B1 C1 D1

Building layout and


approximated.Date:

12/11/2015

Project Manager:

GKF

Drawn By:

ECW

Checked By:

GKF

Approved By:

Project No.

86157107

Scale:

N.T.S.

File Name:

Figure

3

General Layout / Sample Locations

Saluda 1 Pump Station

97 Carpin Drive 3534 Rutherford Rd. Taylors, SC 29687 Greenville, South Carolina PH. (864) 292-2901 FAX. (864) 292-6361

B1A1

A2

E1

D1D2

D3

B2A3

E2

C1C2

C3

B3 E3



350 Piney RoadGreenville, South Carolina 3534 Rutherford Rd. Taylors, SC 29687

PH. (864) 292-2901 FAX. (864) 292-6361

Building layout and


approximated.Date:

12/11/2015

Project Manager:

GKF

Drawn By:

ECW

Checked By:

GKF

Approved By:

Project No.

86157107

Scale:

N.T.S.

File Name:

4

B1B3

B2

C1D1

D2

A1A2

A3

C2D3

C3

Storm Drain



525 Westcliff WayGreenville, South Carolina 3534 Rutherford Rd. Taylors, SC 29687

PH. (864) 292-2901 FAX. (864) 292-6361

5Building layout and


approximated.Date:

12/10/2015

Project Manager:

GKF

Drawn By:

ECW

Checked By:

GKF

Approved By:

Project No.

86157107

Scale:

N.T.S.

File Name:

B3 D1

D2 B2

C1

A1A2

A3

C2

C3

D3

B1

Building layout and


approximated.Date:

12/11/2015

Project Manager:

GKF

Drawn By:

ECW

Checked By:

GKF

Approved By:

Project No.

86157107

Scale:

N.T.S.

File Name:



212 Deborah LaneGreenville, South Carolina 3534 Rutherford Rd. Taylors, SC 29687

PH. (864) 292-2901 FAX. (864) 292-6361

6

APPENDIX BTABLE 1

LSA-1 PLM

LSA-2 PLM

LSA-3 PLM

LSA-4 PLM

LSA-5 PLM

S1-A1 PLM

S1-A2 ---

S1-A3 ---

S1-B1 PLM

S1-B2 ---

S1-B3 ---

S1-C1 PLM

S1-C2 ---

S1-C3 ---

S1-D1 PLM

S1-D2 PLM

S1-D3 TEM

S1-E1 PLM

S1-E2 PLM

S1-E3 TEM

S1-F1 PLM

S1-F2 PLM

S1-F3 PLM

RENEWABLE WATER RESOURCES

Lakeside Plant


NAD Vibration Dampener S1-F Miscellaneous Friable Good PD 12 SF

2% ChrysotileExterior Coating with Black

MastIcS1-A Miscellaneous

Non-Friable

Category IGood PD 500 SF

NAD Gray Coating Patch S1-D Miscellaneous Non-Friable Good PD 10 SF

NAD

Friable /

Non-Friable

Damaged PD 3,500 SFNAD Light Weight Concrete Patching LSA Surfacing Friable

Door/Window Caulking S1-E Miscellaneous Non-Friable Good PD 25 LF

TABLE 1

ASBESTOS RESULTS SAMPLE SUMMARY

SALUDA 1, 2, 3, 4 & LAKESIDE PUMP STATIONS


Sample

Number

Analysis

Method

Estimated

QuantityAnalytical Results

TERRACON PROJECT NO. 86157107

Sample DescriptionHomogeneous

AreaClassification

Current

Condition

Potential for

Disturbance

Good PD 1,000 SF

2% Chrysotile Exterior Coating with Webbing S1-B MiscellaneousNon-Friable

Category IIGood PD 120 SF

3% Chrysotile Exterior Coating S1-C MiscellaneousNon-Friable

Category II

Page 1 of 3


Friable /

Non-Friable

TABLE 1




Sample

Number

Analysis

Method

Estimated




AreaClassification

Current

Condition

Potential for

Disturbance

S2-A1 PLM

S2-A2 PLM

S2-A3 TEM

S2-B1 PLM

S2-B2 ---

S2-B3 ---

S2-C1 PLM

S2-C2 PLM

S2-C3 PLM

S2-D1 PLM

S2-D2 PLM

S2-D3 PLM

S2-E1 PLM

S2-E2 PLM

S2-E3 TEM

S3-A1 PLM

S3-A2 PLM

S3-A3 TEM

S3-B1 PLM

S3-B2 PLM

S3-B3 TEM

S3-C1 PLM

S3-C2 PLM

S3-C3 TEM

S3-D1 PLM

S3-D2 PLM

S3-D3 TEM



NAD Roof Flashing S3-D Miscellaneous Non-Friable Good PD 45 LF

NAD Vibration Dampener S2-D Miscellaneous Friable Good PD 12 SF

NAD Packing Rope S2-C Miscellaneous Friable Good LPD 1 SF

10% Chrysotile Roof Flashing S2-B MiscellaneousNon-Friable

Category IGood PD 45 LF

NAD Built-Up Roofing S2-A Miscellaneous Non-Friable Good PD 120 SF

Good PD 120 SFNAD Built-Up Roofing S3-C Miscellaneous Non-Friable

Good PD 12 SFNAD Vibration Dampener S3-A Miscellaneous Friable

NAD Black Waterproofing S3-B Miscellaneous Non-Friable Good PD 7 SF

NAD Door/Window Caulking S2-E Miscellaneous Non-Friable Good PD 25 LF

Page 2 of 3


Friable /

Non-Friable

TABLE 1




Sample

Number

Analysis

Method

Estimated




AreaClassification

Current

Condition

Potential for

Disturbance

S4-A1 PLM

S4-A2 PLM

S4-A3 TEM

S4-B1 PLM

S4-B2 PLM

S4-B3 TEM

S4-C1 PLM

S4-C2 PLM

S4-C3 TEM

S4-D1 PLM

S4-D2 PLM

S4-D3 TEM

Notes:


NAD Roof Flashing S4-D Miscellaneous Non-Friable Good PD 45 LF

NAD Built-Up Roofing S4-C Miscellaneous Non-Friable Good PD 120 SF

NAD Window/Door Caulking S4-B Miscellaneous Non-Friable Good PD 25 LF

NAD Vibration Dampener S4-A Miscellaneous Friable Good PD 12 SF

1) Quantities listed above are estimates to be used for inspection purposes only and should be field-verified for all other uses.

2) Approximate sampling locations are depicted on Figures 2 through 6.

NA - Not Analyzed

PLM - Polarized Light Microscopy

TEM - Transmission Electron Microscopy

PACM - Presumed Asbestos Containing Material

NAD - No Asbestos Detected

LPD - Low potential for disturbance

PD - Potential for disturbance

PSD - Potential of significant disturbance

SF - square feet

LF - linear feet

CF - cubic feet

Page 3 of 3

APPENDIX CLABORATORY REPORTS

Bulk Asbestos AnalysisBy Polarized Light Microscopy

EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190

86157107 - ReWaProject:

Sample ID

Lab Sample ID

Description

Lab Notes AsbestosFibrous

ComponentsNon-FibrousComponents

Attributes

Treatment

George FloresAttn:Customer: Terracon3534 Rutherford RoadTaylors SC 29687

Analysis ID: 1522407_PLM

Date Reported: 11/19/2015

Date Received: 11/17/2015

Lab Order ID: 1522407

None DetectedLSA-1

Light Weight ConcretePatching

GrayNon FibrousHeterogeneous

Crushed1522407PLM_1

Other 100%

None DetectedLSA-2



Crushed1522407PLM_2

Other 100%

None DetectedLSA-3



Crushed1522407PLM_3

Other 100%

None DetectedLSA-4



Crushed1522407PLM_4

Other 100%

None DetectedLSA-5



Crushed1522407PLM_5

Other 100%

2% Chrysotile

S1-A1Exterior Coating/Black Mastic

coating/mastic inseparable

Green, Gray, BlackNon FibrousHeterogeneous

Crushed, Dissolved1522407PLM_6

Other 98%

Not AnalyzedS1-A2

Exterior Coating/Black Mastic

1522407PLM_7

Not AnalyzedS1-A3

Exterior Coating/Black Mastic

1522407PLM_8

Disclaimer: Due to the nature of the EPA 600 method, asbestos may not be detected in samples containing low levels of asbestos. We strongly recommend that analysis of floor tiles, vermiculite, and/orheterogeneous soil samples be conducted by TEM for confirmation of “None Detected” by PLM. This report relates only to the samples tested and may not be reproduced, except in full, without the writtenapproval of SAI. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. government. Analytical uncertainty available upon request. ScientificAnalytical Institute participates in the NVLAP Proficiency Testing program. Unless otherwise noted blank sample correction was not performed. Estimated MDL is 0.1%.

Page 1 of 8

Approved SignatoryAnalyst

Scientific Analytical Institute, Inc. 4604 Dundas Dr. Greensboro, NC 27407 (336) 292-3888

Christopher Subudhi (62)

P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






2% Chrysotile

S1-B1Exterior Coating w/ Webbing

coating/mastic inseparable

Green, Gray, TanNon FibrousHeterogeneous


Fiber Glass Other 10% 88%

Not AnalyzedS1-B2

Exterior Coating w/ Webbing

1522407PLM_10

Not AnalyzedS1-B3

Exterior Coating w/ Webbing

1522407PLM_11

3% Chrysotile

S1-C1Exterior Coating

Green, GrayNon FibrousHeterogeneous


Other 97%

Not AnalyzedS1-C2

Exterior Coating

1522407PLM_13

Not AnalyzedS1-C3

Exterior Coating

1522407PLM_14

None DetectedS1-D1

Gray Coating PatchGray, WhiteNon FibrousHeterogeneous



None DetectedS1-D2

Gray Coating PatchGray, WhiteNon FibrousHeterogeneous




Page 2 of 8




P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






Not AnalyzedS1-D3

Gray Coating Patch

TEM1522407PLM_17

None DetectedS1-E1

Door/Window CaulkingWhiteNon FibrousHomogeneous

Ashed1522407PLM_18

Other 100%

None DetectedS1-E2

Door/Window CaulkingWhiteNon FibrousHomogeneous

Ashed1522407PLM_19

Other 100%

Not AnalyzedS1-E3

Door/Window Caulking

TEM1522407PLM_20

None DetectedS1-F1

Vibration DampenerGreenNon FibrousHeterogeneous

Ashed1522407PLM_21

Cellulose Other 80% 20%

None DetectedS1-F2


Ashed1522407PLM_22


None DetectedS1-F3


Ashed1522407PLM_23


None DetectedS2-A1

Built-Up Roofing

built up roofing

BlackNon FibrousHeterogeneous

Dissolved1522407PLM_24

Cellulose Fiber Glass

Other 20% 10%

70%


Page 3 of 8




P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






None DetectedS2-A2

Built-Up RoofingBlackNon FibrousHeterogeneous



Not AnalyzedS2-A3

Built-Up Roofing

TEM1522407PLM_26

10% Chrysotile

S2-B1Roof Flashing




Not AnalyzedS2-B2

Roof Flashing

1522407PLM_28

Not AnalyzedS2-B3

Roof Flashing

1522407PLM_29

None DetectedS2-C1

Packing RopeBlackNon FibrousHeterogeneous

Teased, Dissolved1522407PLM_30

Synthetic Fibers Fiber Glass

Other 60% 20%

20%

None DetectedS2-C2




Other 60% 20%

20%

None DetectedS2-C3




Other 60% 20%

20%


Page 4 of 8




P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






None DetectedS2-D1

Vibration DampenerBlack, WhiteNon FibrousHeterogeneous

Ashed1522407PLM_33


None DetectedS2-D2


Ashed1522407PLM_34


None DetectedS2-D3


Ashed1522407PLM_35


None DetectedS2-E1

Door/Window CaulkingGreen, White, GrayNon FibrousHeterogeneous


Other 100%

None DetectedS2-E2

Door/Window CaulkingWhite, GrayNon FibrousHeterogeneous

Ashed1522407PLM_37

Other 100%

Not AnalyzedS2-E3

Door/Window Caulking

TEM1522407PLM_38

None DetectedS3-A1

Vibration DampenerBlack, GrayNon FibrousHeterogeneous

Ashed1522407PLM_39


None DetectedS3-A2


Ashed1522407PLM_40



Page 5 of 8




P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






None DetectedS3-A3


Ashed1522407PLM_41


None DetectedS3-B1

Black Water ProofingBlackNon FibrousHeterogeneous



None DetectedS3-B2

Black Water ProofingBlackNon FibrousHeterogeneous



Not AnalyzedS3-B3

Black Water Proofing

TEM1522407PLM_44

None DetectedS3-C1

Built-Up Roofing

built up roofing




None DetectedS3-C2

Built-Up Roofing

built up roofing




Not AnalyzedS3-C3

Built-Up Roofing

TEM1522407PLM_47

None DetectedS3-D1

Roof FlashingBlackNon FibrousHeterogeneous




Page 6 of 8




P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






None DetectedS3-D2




Not AnalyzedS3-D3

Roof Flashing

TEM1522407PLM_50

None DetectedS4-A1

Vibration DampenerGreen, GrayNon FibrousHeterogeneous

Ashed1522407PLM_51


None DetectedS4-A2


Ashed1522407PLM_52


None DetectedS4-A3


Ashed1522407PLM_53


None DetectedS4-B1

Window/Door CaulkingGray, WhiteNon FibrousHeterogeneous

Ashed1522407PLM_54

Other 100%

None DetectedS4-B2

Window/Door CaulkingGray, WhiteNon FibrousHeterogeneous

Ashed1522407PLM_55

Other 100%

Not AnalyzedS4-B3

Window/Door Caulking

TEM1522407PLM_56


Page 7 of 8




P-F-002 r15 1/15/2018


EPA Method: 600/R-93/116 and 600/M4-82-020

LAB #173190


Sample ID

Lab Sample ID

Description



Attributes

Treatment






None DetectedS4-C1

Built-Up Roofing

built up roofing




None DetectedS4-C2

Built-Up Roofing

built up roofing




Not AnalyzedS4-C3

Built-Up Roofing

TEM1522407PLM_59

None DetectedS4-D1




None DetectedS4-D2


Crushed1522407PLM_61


Not AnalyzedS4-D3

Roof Flashing

TEM1522407PLM_62


Page 8 of 8




P-F-002 r15 1/15/2018

11/20/2015Project: 86157107 Re Wa


Lab Notes

Description

Lab Sample ID

Sample ID

Semi-QuantitativeChatfield SOP 1988-02 Rev. 1

Asbestos LCL-UCL

(Wt. %)

Bulk Asbestos Analysisby Transmission Electron Microscopy

Date Received:

11/25/2015Date Reported:

Terracon3534 Rutherford RoadTaylors SC 29687

Customer:

Analysis ID: 1522654_TBS

Attn: George Flores

AcidSol.

Organic

(Wt. %)(Wt. %) (Wt. %)

None Detected-3.4%

S1-D3

1522654TBS_1

Gray coating patch

None Detected-47%

S1-E3

1522654TBS_2

Door/window caulking

None Detected-97%

S2-A3

1522654TBS_3

Built-up roofing

None Detected-47%

S2-E3

1522654TBS_4

Door/window caulking

None Detected-66%

S3-B3

1522654TBS_5

Black water proofing

None Detected-98%

S3-C3

1522654TBS_6

Built-up roofing

Ired Gulley (10)


Approved Signatory

Page 1 of 2tem_2.2.001

Analyst

Disclaimer: This report relates only to the samples tested and may not be reproduced, except in full, without the written approval of SAI. This report may not be used by the client to claim productendorsement by NVLAP or any other agency of the U.S. government.

T-F-010 r15 1/15/2018

11/20/2015Project: 86157107 Re Wa


Lab Notes

Description

Lab Sample ID

Sample ID

Semi-QuantitativeChatfield SOP 1988-02 Rev. 1

Asbestos LCL-UCL

(Wt. %)

Bulk Asbestos Analysisby Transmission Electron Microscopy

Date Received:

11/25/2015Date Reported:

Terracon3534 Rutherford RoadTaylors SC 29687

Customer:

Analysis ID: 1522654_TBS

Attn: George Flores

AcidSol.

Organic

(Wt. %)(Wt. %) (Wt. %)

None Detected-99%

S3-D3

1522654TBS_7

Vibration dampener

None Detected-27%

S4-B3

1522654TBS_8

Window/door caulking

None Detected-87%

S4-C3

1522654TBS_9

Built-up roofing

None Detected-74%

S4-D3

1522654TBS_10

Roof flashing

Ired Gulley (10)


Approved Signatory

Page 2 of 2tem_2.2.001

Analyst

Disclaimer: This report relates only to the samples tested and may not be reproduced, except in full, without the written approval of SAI. This report may not be used by the client to claim productendorsement by NVLAP or any other agency of the U.S. government.

T-F-010 r15 1/15/2018

( 5-2:Jro 5y

Email:

Use Column."S" for;your contact Info

To S~an~ Ollck the bottom SitalnbIe 1i

Enter sa.

Relt}ql!~_ . £A"~ .. ~ .1"lo.'· eo lll ..~b~

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lsample-Nulilber Data1 . ._-_. Sjn'ple-Discriptlon Data 2 ,1 « LSA-1 Light Weight Concrete Patching LSA-2 Light Weight Concrete Patching LSA-3 Light Weight Concrete Patching LSA-4 Light Weight Concrete Patching LSA-5 Light Weight Concrete Patching S1-A1 Exterior Coating/Black Mastic S1-A2 Exterior Coating/Black Mastic S1-A3 Exterior Coating/Black Mastic TEM S1-B1 Exterior Coating w/ Webbing A<~ciS1-B2 Exterior Coating wI Webbing S1-B3 Exterior Coating wI Webbing TEM

".Rejectl." 0

S1-C1 Exterior Coating S1-C2 Exterior Coating S1-C3 Exterior Coating TEM S1-01 Gray Coating Patch lI/rJS1-02 Gray Coating Patch PCClf

~1-03 Gray Coating Patch TEM ,

!uA

{ S12~ SC{ S1-E1 DoorlWindow Caulking S1-E2 DoorlWindow Caulking

~S1-E3 DoorlWindow Caulking TEM S1-F1 Vibration Dampener S1-F2 Vibration Dampener S1-F3 Vibration Dampener S2-A1 Built-Up Roofing S2-A2 Built-Up Roofing

~S2-A3 Built-Up Roofing TEM S2-B1 Roof Flashing S2-82 Roof Flashing S2-83 Roof Flashing TEM S2-C1 Packing Rope S2-C2 Packing Rope S2-C3 Packing Rope S2-D1 Vibration Dampener S2-D2 Vibration Dampener S2-D3 Vibration Dampener S2-E1 DoorlWindow Caulking S2-E2 DoorlWindow Caulking

,(S2-E3 DoorlWindow Caulking TEM S3-A1 Vibration Dampener S3-A2 Vibration Dampener S3-A3 Vibration Dampener S3-81 Black Water Proofing S3-82 Black Water Proofing

)'S3-83 Black Water Proofing TEM S3-C1 Built-Up Roofing S3-C2 Built-Up Roofing

.J(S3-C3 Built-Up Roofing TEM S3-D1 Roof Flashing S3-D2 Roof Flashing

¢S3-D3 Roof Flashing TEM S4-A1 Vibration Dampener S4-A2 Vibration Dampener S4-A3 Vibration Dampener S4-B1 Window/Door Caulking

( S?-J-G S~ S4-B2

fC S4-B3 S4-C1 S4-C2

~4-C3

S4-01 S4-02

¥S4-03

WindowlDoor Caulking WindowlDoor Caulking TEM Built-Up Roofing Built-Up Roofing Built-Up Roofing TEM Roof Flashing Roof Flashing Roof Flashing TEM

APPENDIX DINSPECTORS’ CREDENTIALS

APPENDIX EPHOTOGRAPHS

ReWaLakeside and Saluda 1, 2, 3, and 4 Pump StationsGreenville, SCPhotos Taken 11/13/2015Project No. 86157107

Page 1 of 4

Photo #1 View of clarifier at LakesideStation.

Photo #2 Another view of clarifier atLakeside Station.

Photo #3 Vault containing water pump atLakeside Station. No suspect materials observed.

Photo #4 View of tank and piping atLakeside Station. No suspect materialsobserved.

Photo #5 Non-suspect styrofoam pipeinsulation with metal jacket, Lakeside Station

Photo #6 Lakeside: Lightweight concretepatch material on exterior of clarifier.


Page 2 of 4

Photo #7 View of Saluda 1 pump station Photo #8 Another view of Saluda 1 pumpstation.

Photo #9 Saluda 1: Exterior coating withblack mastic – contains asbestos

Photo #10 Saluda 1: Exterior coating withwebbing – contains asbestos

Photo #11 Saluda 1: Exterior coating –contains asbestos

Photo #12 Saluda 1: Gray coating patch


Page 3 of 4

Photo #13 Saluda 1: Door/window caulking(“S1-E”)

Photo #14 Saluda 1: View of homogeneousareas (“S1-A” through “S1-D”).

Photo #15 Saluda 1: Painted concrete roof.No suspect materials observed.

Photo #16 Saluda 1: Interior view. Typical ofSaluda 2, 3, and 4 as well.

Photo #17 Saluda 1: Interior view Photo #18 Saluda 2: View of roof. Saluda 3and 4 have similar roof construction

S1-A

S1-B

S1-C

S1-DS1-C


Page 4 of 4

Photo #19 Saluda 2: Built-up roofing Photo #20 Saluda 2: Roof flashing – containsasbestos.

Photo #21 Saluda 2: Packing Rope. Photo #22 Saluda 2: Vibration dampenerattached to generator. Similar construction alsoobserved at Saluda 1, 3, and 4.

Photo #23 Saluda 3: Black waterproofing(“S3-B”) on manhole.

terracon consultants, inc. - rewa · pdf fileacm survey report lakeside plant and saluda 1-4...

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