Via Email
March 6, 2015
City of Charlotte
Engineering and Property Management
600 East 4th Street, 12th Floor
Charlotte, NC 28202
Attn: Mr. Doug Pierotti, P.G.
Re:
Phase II ESA
8-Acre Property – Hamilton St
Charlotte, North Carolina
H&H Job No. CLT-509
Dear Doug:
Per your request, Hart & Hickman, PC (H&H) is providing the attached Phase II ESA report for
the above-referenced property. Should you have any questions or need additional information,
please do not hesitate to call me at (704) 586-0007.
Sincerely,
Hart & Hickman, PC
Matt Bramblett, PE
Principal
Attachment
Phase II Environmental Site Assessment
8-Acre Property
Hamilton Street
Charlotte, North Carolina
H&H Job No. CLT-509
March 6, 2015
Phase II Asbestos Soil Assessment
8-Acre Property, Hamilton Street
Charlotte, Mecklenburg County, North Carolina
H&H Project CLT-509
Table of Contents
Section
Page No.
1.0 Introduction and Background .............................................................................................. 1 2.0 Asbestos Soil Assessment....................................................................................................... 3 2.1 Soil Sampling ....................................................................................................................... 3 2.2 Soil Analytical Results......................................................................................................... 4 2.3 Investigation Derived Waste ................................................................................................ 4 3.0 Summary and Recommendations......................................................................................... 5 List of Tables
Table 1
Summary of Asbestos Soil Analytical Results
List of Figures
Figure 1
Site Location Map
Figure 2
Site and Sample Location Map
List of Appendices
Appendix A
Soil Boring Logs
Appendix B
Laboratory Analytical Report
i
S:\AAA-Master Projects\City of Charlotte - CLT\CLT-500s\CLT-509 Hamilton St Ph II\Hamilton St Phase II ESA.docx
Phase II Environmental Site Assessment
8-Acre Property, Hamilton Street
Charlotte, Mecklenburg County, North Carolina
H&H Project CLT-509
1.0 Introduction and Background
Hart & Hickman, PC (H&H) has prepared this Phase II Environmental Site Assessment (ESA)
report to document assessment activities performed at the 8-acre Hamilton Street Property (Tax
Parcel ID No. 07845301) in Charlotte, Mecklenburg County, North Carolina (Figure 1). The
property consists of undeveloped vacant land with an unnamed tributary of Irwin Creek bisecting
the northern portion of the parcel.
The parcel consists of maintained grassy areas and
undeveloped wooded and brush covered areas. Historically, the property was developed with
residential properties prior 1935. A commercial store was developed prior to 1945 and a church
was developed prior to 1950. The southeastern corner of the property was developed with
residences and a commercial store prior to 1929. During construction of West Brookshire
Freeway in the late 1960s to early 1970s, onsite buildings were replaced by vacant land. The
property has been vacant since that time.
On August 28, 2013, Hart & Hickman, PC (H&H) completed a Phase I Environmental Site
Assessment (ESA) on the property described as the 8-acre tract of land. The Phase I ESA
identified the following recognized environmental condition (REC):

Southern Textile Company (also known as Southern Manufacturing Corp. and Southern
Asbestos Co.), located at 1000 Seaboard Street, was identified approximately 500 ft
south-southwest and topographically cross-gradient of the subject property. Historical
documents indicate that Southern Textile Company began operations at the facility in
1920. From 1920 through 2001 the facility manufactured asbestos containing textile
products from asbestos ore. H&H previously conducted an investigation of soils in the
Hamilton Street right-of-way to the south of the Site and just across West Brookshire
Freeway. The assessment found asbestos in soils fill along this right-of-way up to the
southern side of West Brookshire Freeway; however, the extent of impact was not
defined. The topography of the subject site and the presence of fill soil at the subject site
1
S:\AAA-Master Projects\City of Charlotte - CLT\CLT-500s\CLT-509 Hamilton St Ph II\Hamilton St Phase II ESA.docx
suggest that fill soil from grading activities for construction of West Brookshire Freeway
may have been placed on-site. Therefore, there was the potential that asbestos containing
soils were moved from the Hamilton Street and Southern Textile Co. area to the subject
site. The potential for asbestos containing soils to be present at the subject site was
judged to be a REC.
The purpose of this Phase II ESA is to collect data to evaluate the potential presence of asbestosimpacted soil on the property from historical fill operations. The Phase II ESA sampling activities
are described below.
2
S:\AAA-Master Projects\City of Charlotte - CLT\CLT-500s\CLT-509 Hamilton St Ph II\Hamilton St Phase II ESA.docx
2.0 Asbestos Soil Assessment
2.1 Soil Sampling
H&H mobilized to the site on March 2, 2015 and six (6) soil borings (SB-1 through SB-6) were
installed using direct push technology (DPT). The drilling was conducted by Environmental
Drilling and Probing Services (EDPS) of Rock Hill, South Carolina, a North Carolina-licensed
drilling company. Prior to conducting soil borings, utilities were marked by the public NC OneCall utility locating service and also by a private utility locator under H&H’s direction. The
initial 5 feet of each boring was also advanced by hand auger to avoid utility contact by
mechanical drilling equipment. The soil borings were advanced to various depths ranging
between 10 and 14 feet below ground surface (ft bgs).
Soil boring locations were selected based on areas which were estimated to have been
historically filled and/or graded. In addition, the soil borings were spaced across the 8-acre
property to provide good coverage of the property. The boring locations are shown on Figure 2.
Soil from each boring was field-screened at 2 foot intervals for potential soil impacts using a
photo-ionization detector (PID) and soil observations were recorded. Based on soil screening,
there were no indications of impacts in soil borings advanced at the site. In addition, no manmade suspect asbestos containing materials (i.e. fabric, rope, building material, etc.) were
observed within the borings. Two soil samples were collected for laboratory analyses from each
soil boring. Soil boring logs with field screening results are included in Appendix A.
After sample collection, the soil samples were placed into laboratory-supplied sample containers
and submitted by commercial carrier to EMSL Analytical, Inc. in Cinnaminson, New Jersey for
laboratory analysis using Polarized Light Microscopy (PLM) by EPA Method 600/R-93/116 with
milling preparation. Standard chain of custody procedures were followed. The analytical results
are discussed below.
3
S:\AAA-Master Projects\City of Charlotte - CLT\CLT-500s\CLT-509 Hamilton St Ph II\Hamilton St Phase II ESA.docx
2.2 Soil Analytical Results
Asbestos was not detected in the 12 soil samples collected for this Phase II ESA. The laboratory
analytical results are summarized in Table 1.
The analytical report with chain of custody
documentation is provided as Appendix B.
2.3 Investigation Derived Waste
Decontamination water and soil cuttings generated during the soil boring event were contained at
each boring location and were placed back into each borehole upon completion. Remaining voids
were filled to ground surface with bentonite or comparable backfill material, provided by the
drilling subcontractor, as needed.
4
S:\AAA-Master Projects\City of Charlotte - CLT\CLT-500s\CLT-509 Hamilton St Ph II\Hamilton St Phase II ESA.docx
3.0 Summary and Recommendations
H&H completed six soil borings (SB-1 through SB-6) at the site using direct push technology
probing techniques performed by a drilling subcontractor under H&H’s direction. Twelve soil
samples were collected from the six soil borings and submitted for laboratory analysis using
Polarized Light Microscopy (PLM) by EPA Method 600/R-93/116 with milling preparation.
Asbestos was not detected in the soil assessment. Therefore, no further asbestos assessment is
recommended at this time.
5
S:\AAA-Master Projects\City of Charlotte - CLT\CLT-500s\CLT-509 Hamilton St Ph II\Hamilton St Phase II ESA.docx
SITE
APPROXIMATE
N
0
2000
TITLE
4000
SCALE IN FEET
PROJECT
SITE LOCATION MAP
HAMILTON STREET
8-ACRE PROPERTY
CHARLOTTE, NORTH CAROLINA
U.S.G.S. QUADRANGLE MAP
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p) 704.586.0373(f)
CHARLOTTE EAST, NC 1967
PHOTOREVISED/INSPECTED 1988
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
DATE:
2-25-2015
REVISION NO:
0
JOB NO:
CLT-509
FIGURE:
1
SB-2
(0-2') ND
(4-6') ND
SB-1
(0-2') ND
(6-8') ND
SB-3
(0-2') ND
(4-6') ND
SB-4
(0-2') ND
(2-4') ND
SB-5
(0-2') ND
(8-10') ND
SB-6
(0-2') ND
(4-6') ND
LEGEND
SITE PROPERTY BOUNDARY
OFF-SITE PROPERTY BOUNDARY
UNNAMED TRIBUTARY OF IRWIN CREEK
10-FT TOPOGRAPHY CONTOUR (ELEVATION IN FT MSL)
SAMPLE LOCATION
(0-2') ND
SAMPLE DEPTH IN FEET
ND INDICATES NO ASBESTOS DETECTED
SITE AND SAMPLE LOCATION MAP
HAMILTON STREET 8-ACRE PROPERTY
CHARLOTTE, NORTH CAROLINA
2923 South Tryon Street-Suite 100
Charlotte, North Carolina 28203
704-586-0007(p) 704-586-0373(f)
License # C-1269 / #C-245 Geology
NOTES:
ASBESTOS ANALYSIS BY EPA 600/R-93/116 WITH MILLING PREP,
USING POLARIZED LIGHT MICROSCOPY.
AERIAL PROVIDED BY MECKLENBURG COUNTY 2013 GIS IMAGERY
DATE: 03-04-15
REVISION NO. 0
JOB NO. CLT-509
FIGURE NO. 2
Appendix A
Soil Boring Logs
Sheet 1 of 1
BORING NUMBER SB-1
PROJECT: Hamilton Street 8-Acre Property
SAMP.
BKG.
0.0
JOB NUMBER: CLT-509
LOCATION: Charlotte, North Carolina
BORING DIAGRAM
MATERIAL DESCRIPTION
Firm, red sandy CLAY (fill) with red and white mottles and some
gravel
0
DEPTH
(ft)
LITHOLOGY
919-847-4241(p) 919-847-4261(f)
OVA (ppm)
Raleigh, North Carolina 27607
704-586-0007(p) 704-586-0373(f)
SAMPLE TYPE
NUMBER
Charlotte, North Carolina 28203
RECOVERY (%)
3334 Hillsborough Street
DEPTH
(ft)
2923 South Tryon Street-Suite 100
0.0
0
2.5
2.5
0
0
Firm, red sandy CLAY (fill) with red and white mottles and pieces of
coal and brick
5.0
0
5.0
0
Firm, red and brown sandy silty CLAY (fill) with white sandy mottles
0
0
BORING LOG - HART HICKMAN.GDT - 3/4/15 14:27 - S:\AAA-MASTER GINT PROJECTS\CLT-509.GPJ
7.5
7.5
0
0
10.0
10.0
0
0
Firm, brown sandy SILT
12.5
12.5
0
0
Bottom of borehole at 14.0 feet.
15.0
DRILLING CONTRACTOR: EDPS
DRILL RIG/ METHOD: 7822DT / Direct Push Technology
SAMPLING METHOD: DPT Sleeves
LOGGED BY: JLC
DRAWN BY: JCW
15.0
BORING STARTED: 3/2/15
BORING COMPLETED: 3/2/15
TOTAL DEPTH: 14 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:
Remarks:
Grab samples collected from 0-2 feet
and 6-8 feet bgs and submitted for
laboratory analysis.
Sheet 1 of 1
BORING NUMBER SB-2
PROJECT: Hamilton Street 8-Acre Property
SAMP.
BKG.
0.0
JOB NUMBER: CLT-509
LOCATION: Charlotte, North Carolina
BORING DIAGRAM
MATERIAL DESCRIPTION
0.0
Loose, dark brown SILT (fill) with some gravel
0
DEPTH
(ft)
LITHOLOGY
919-847-4241(p) 919-847-4261(f)
OVA (ppm)
Raleigh, North Carolina 27607
704-586-0007(p) 704-586-0373(f)
SAMPLE TYPE
NUMBER
Charlotte, North Carolina 28203
RECOVERY (%)
3334 Hillsborough Street
DEPTH
(ft)
2923 South Tryon Street-Suite 100
0
Loose, black and brown SILT (fill) with some gravel
2.5
2.5
0
0
Firm, brown clayey SILT (fill) with trash/debris
BORING LOG - HART HICKMAN.GDT - 3/4/15 14:27 - S:\AAA-MASTER GINT PROJECTS\CLT-509.GPJ
5.0
0
5.0
0
Very firm, red brown clayey SILT (fill)
0
0
7.5
7.5
Very firm, red clayey SILT, with gravel and blackish brown mottles
0
0
10.0
DRILLING CONTRACTOR: EDPS
DRILL RIG/ METHOD: 7822DT / Direct Push Technology
SAMPLING METHOD: DPT Sleeves
LOGGED BY: JLC
DRAWN BY: JCW
10.0
Bottom of borehole at 10.0 feet.
BORING STARTED: 3/2/15
BORING COMPLETED: 3/2/15
TOTAL DEPTH: 10 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:
Remarks:
Grab samples collected from 0-2 feet
and 4-6 feet bgs and submitted for
laboratory analysis.
Sheet 1 of 1
BORING NUMBER SB-3
PROJECT: Hamilton Street 8-Acre Property
SAMP.
BKG.
0.0
JOB NUMBER: CLT-509
LOCATION: Charlotte, North Carolina
BORING DIAGRAM
MATERIAL DESCRIPTION
Loose, brownish red clayey SILT (fill) with gravel and trash/debris
0
DEPTH
(ft)
LITHOLOGY
919-847-4241(p) 919-847-4261(f)
OVA (ppm)
Raleigh, North Carolina 27607
704-586-0007(p) 704-586-0373(f)
SAMPLE TYPE
NUMBER
Charlotte, North Carolina 28203
RECOVERY (%)
3334 Hillsborough Street
DEPTH
(ft)
2923 South Tryon Street-Suite 100
0.0
0
2.5
2.5
0
0
Firm, light brown clayey SILT (fill) with black mottles
BORING LOG - HART HICKMAN.GDT - 3/4/15 14:27 - S:\AAA-MASTER GINT PROJECTS\CLT-509.GPJ
5.0
0
5.0
0
Very firm, brown and black clayey SILT with black mottles
0
0
7.5
7.5
0
0
10.0
DRILLING CONTRACTOR: EDPS
DRILL RIG/ METHOD: 7822DT / Direct Push Technology
SAMPLING METHOD: DPT Sleeves
LOGGED BY: JLC
DRAWN BY: JCW
10.0
Bottom of borehole at 10.0 feet.
BORING STARTED: 3/2/15
BORING COMPLETED: 3/2/15
TOTAL DEPTH: 10 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:
Remarks:
Grab samples collected from 0-2 feet
and 4-6 feet bgs and submitted for
laboratory analysis.
Sheet 1 of 1
BORING NUMBER SB-4
PROJECT: Hamilton Street 8-Acre Property
SAMP.
BKG.
0.0
JOB NUMBER: CLT-509
LOCATION: Charlotte, North Carolina
BORING DIAGRAM
MATERIAL DESCRIPTION
0.0
Loose, red, silty CLAY with fine sandy mottles
0
DEPTH
(ft)
LITHOLOGY
919-847-4241(p) 919-847-4261(f)
OVA (ppm)
Raleigh, North Carolina 27607
704-586-0007(p) 704-586-0373(f)
SAMPLE TYPE
NUMBER
Charlotte, North Carolina 28203
RECOVERY (%)
3334 Hillsborough Street
DEPTH
(ft)
2923 South Tryon Street-Suite 100
0
Loose, red, clayey SILT
2.5
BORING LOG - HART HICKMAN.GDT - 3/4/15 14:27 - S:\AAA-MASTER GINT PROJECTS\CLT-509.GPJ
5.0
2.5
0
0
0
0
0
0
5.0
7.5
7.5
0
0
10.0
DRILLING CONTRACTOR: EDPS
DRILL RIG/ METHOD: 7822DT / Direct Push Technology
SAMPLING METHOD: DPT Sleeves
LOGGED BY: JLC
DRAWN BY: JCW
10.0
Bottom of borehole at 10.0 feet.
BORING STARTED: 3/2/15
BORING COMPLETED: 3/2/15
TOTAL DEPTH: 10 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:
Remarks:
Grab samples collected from 0-2 feet
and 2-4 feet bgs and submitted for
laboratory analysis.
Sheet 1 of 1
BORING NUMBER SB-5
PROJECT: Hamilton Street 8-Acre Property
SAMP.
BKG.
0.0
JOB NUMBER: CLT-509
LOCATION: Charlotte, North Carolina
BORING DIAGRAM
MATERIAL DESCRIPTION
0.0
Loose, red clayey SILT (fill) with gravel
0
DEPTH
(ft)
LITHOLOGY
919-847-4241(p) 919-847-4261(f)
OVA (ppm)
Raleigh, North Carolina 27607
704-586-0007(p) 704-586-0373(f)
SAMPLE TYPE
NUMBER
Charlotte, North Carolina 28203
RECOVERY (%)
3334 Hillsborough Street
DEPTH
(ft)
2923 South Tryon Street-Suite 100
1
2.5
2.5
0
0.2
Loose, red clayey SILT (fill) with white sandy mottles
5.0
0
0
0
0
5.0
BORING LOG - HART HICKMAN.GDT - 3/4/15 14:27 - S:\AAA-MASTER GINT PROJECTS\CLT-509.GPJ
7.5
7.5
Loose, white with pink fine sandy SILT
0
0
10.0
10.0
Firm, white fine sandy SILT
0
0
Firm, brownish red sandy silty CLAY
12.5
12.5
0
0
Bottom of borehole at 14.0 feet.
15.0
DRILLING CONTRACTOR: EDPS
DRILL RIG/ METHOD: 7822DT / Direct Push Technology
SAMPLING METHOD: DPT Sleeves
LOGGED BY: JLC
DRAWN BY: JCW
15.0
BORING STARTED: 3/2/15
BORING COMPLETED: 3/2/15
TOTAL DEPTH: 14 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:
Remarks:
Grab samples collected from 0-2 feet
and 8-10 feet bgs and submitted for
laboratory analysis.
Sheet 1 of 1
BORING NUMBER SB-6
PROJECT: Hamilton Street 8-Acre Property
SAMP.
BKG.
0.0
JOB NUMBER: CLT-509
LOCATION: Charlotte, North Carolina
BORING DIAGRAM
MATERIAL DESCRIPTION
0.0
Loose, black SILT with some gravel and roots
0
DEPTH
(ft)
LITHOLOGY
919-847-4241(p) 919-847-4261(f)
OVA (ppm)
Raleigh, North Carolina 27607
704-586-0007(p) 704-586-0373(f)
SAMPLE TYPE
NUMBER
Charlotte, North Carolina 28203
RECOVERY (%)
3334 Hillsborough Street
DEPTH
(ft)
2923 South Tryon Street-Suite 100
0
Loose, red, sandy silty CLAY with some gravel
2.5
2.5
0
0
Firm, red sandy silty CLAY
BORING LOG - HART HICKMAN.GDT - 3/4/15 14:27 - S:\AAA-MASTER GINT PROJECTS\CLT-509.GPJ
5.0
0
0
0
0
5.0
7.5
7.5
Firm, red CLAY with white sandy mottles
0
0
10.0
DRILLING CONTRACTOR: EDPS
DRILL RIG/ METHOD: 7822DT / Direct Push Technology
SAMPLING METHOD: DPT Sleeves
LOGGED BY: JLC
DRAWN BY: JCW
10.0
Bottom of borehole at 10.0 feet.
BORING STARTED: 3/2/15
BORING COMPLETED: 3/2/15
TOTAL DEPTH: 10 ft.
TOP OF CASING ELEV:
DEPTH TO WATER:
Remarks:
Grab samples collected from 0-2 feet
and 4-6 feet bgs and submitted for
laboratory analysis.
Appendix B
Laboratory Analytical Report
EMSL Order:
CustomerID:
CustomerPO:
ProjectID:
EMSL Analytical, Inc.
200 Route 130 North, Cinnaminson, NJ 08077
Phone/Fax:
(800) 220-3675 / (856) 786-5974
http://www.EMSL.com
cinnasblab@EMSL.com
Attn:
Phone:
Fax:
Received:
Analysis Date:
Collected:
Joselyn Harriger
Hart & Hickman
2923 S. Tryon Street
Suite 100
Charlotte, NC 28203
Project:
041505948
TURN51
(704) 586-0007
03/03/15 10:30 AM
3/4/2015
3/2/2015
Hamilton Street Phase II-COC
Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 and/or EPA
600/M4-82-020 Method(s) using Polarized Light Microscopy
Non-Asbestos
Sample
Description
SB-1 (0-2')
- Soil
Brown
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Tan
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Tan
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Tan
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Beige
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Brown
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Brown
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
041505948-0005
SB-5 (8-10')
041505948-0006
SB-6 (0-2')
041505948-0007
SB-6 (4-6')
% Type
None Detected
041505948-0004
SB-5 (0-2')
% Non-Fibrous
100% Non-fibrous (other)
041505948-0003
SB-4 (2-4')
Fibrous
Brown
Non-Fibrous
Homogeneous
041505948-0002
SB-4 (0-2')
%
Asbestos
- Soil
041505948-0001
SB-1 (6-8')
Appearance
041505948-0008
Analyst(s)
Frank Dicrescenzo (8)
Jillian Yurick (4)
Benjamin Ellis, Laboratory Manager
or other approved signatory
Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require
additional testing by TEM to confirm asbestos quantities. The limit of detection as stated in the method is 1%. The above test report relates only to the items tested and may not be reproduced in any form
without the express written approval of EMSL Analytical, Inc. EMSL’s liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations.
Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Samples received in good
condition unless otherwise noted.
Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ
Initial report from 03/04/2015 13:12:27
Test Report PLM-7.28.9 Printed: 3/4/2015 1:12:27 PM
1
EMSL Order:
CustomerID:
CustomerPO:
ProjectID:
EMSL Analytical, Inc.
200 Route 130 North, Cinnaminson, NJ 08077
Phone/Fax:
(800) 220-3675 / (856) 786-5974
http://www.EMSL.com
cinnasblab@EMSL.com
Attn:
Phone:
Fax:
Received:
Analysis Date:
Collected:
Joselyn Harriger
Hart & Hickman
2923 S. Tryon Street
Suite 100
Charlotte, NC 28203
Project:
041505948
TURN51
(704) 586-0007
03/03/15 10:30 AM
3/4/2015
3/2/2015
Hamilton Street Phase II-COC
Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 and/or EPA
600/M4-82-020 Method(s) using Polarized Light Microscopy
Non-Asbestos
Sample
Description
SB-3 (0-2')
% Non-Fibrous
% Type
100% Non-fibrous (other)
None Detected
- Soil
Brown
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Brown
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
- Soil
Brown
Non-Fibrous
Homogeneous
100% Non-fibrous (other)
None Detected
041505948-0011
SB-2 (4-6')
Fibrous
Brown
Non-Fibrous
Homogeneous
041505948-0010
SB-2 (0-2')
%
Asbestos
- Soil
041505948-0009
SB-3 (4-6')
Appearance
041505948-0012
Analyst(s)
Frank Dicrescenzo (8)
Jillian Yurick (4)
Benjamin Ellis, Laboratory Manager
or other approved signatory
Due to magnification limitations inherent in PLM, asbestos fibers in dimensions below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require
additional testing by TEM to confirm asbestos quantities. The limit of detection as stated in the method is 1%. The above test report relates only to the items tested and may not be reproduced in any form
without the express written approval of EMSL Analytical, Inc. EMSL’s liability is limited to the cost of analysis. EMSL bears no responsibility for sample collection activities or analytical method limitations.
Interpretation and use of test results are the responsibility of the client. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Samples received in good
condition unless otherwise noted.
Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ
Initial report from 03/04/2015 13:12:27
Test Report PLM-7.28.9 Printed: 3/4/2015 1:12:27 PM
THIS IS THE LAST PAGE OF THE REPORT.
2
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