AS-4587_41626_CA_LSA_20200131

WithersRavenel 
Our People. Your Success. 
PHASE I LIMITED SITE ASSESSMENT
Wood’s Grocery
Incident # 41626
1370 Newfound Road
Canton, Haywood County, North Carolina
WithersRavenel Project No. 02171214.60
Prepared for:
State of North Carolina 
Department of Environmental Quality 
Division of Waste Management  
Underground Storage Tank Section Federal 
& State Lead Program 
1646 Mail Service Center 
Raleigh, North Carolina 27699‐1646 
Prepared by:
WithersRavenel
115 Mackenan Drive 
Cary, North Carolina 27511 
North Carolina Firm License No. C‐0832 
January 31, 2020
WithersRavenel
Our People. Your Success. 
115 MacKenan Drive | Cary, NC 27511 
t: 919.469.3340 | f: 919.467.6008 | www.withersravenel.com | License No. C‐0832 
Asheville | Cary | Greensboro | Pittsboro | Raleigh | Wilmington 
RE: Phase I Limited Site Assessment Report 
Wood’s Grocery 
1370 Newfound Road 
Canton, Haywood County, North Carolina 
Incident # 41626 
WithersRavenel Project No. 02171214.60 
Ms. Ghiold: 
WithersRavenel (WR) has completed a Phase I Limited Site Assessment (LSA) for the above‐referenced 
site.  These activities were approved in the November 13, 2019 Task Authorization 02 for Incident number 
41626 under NCDEQ Contract # N17005.  
The following report summarizes site activities completed on December 12, 2019. 
We appreciate the opportunity to be of service to you in the completion of these activities.  Should you 
have questions, comments, or require additional information, please contact Matthew James at 919‐469‐
3340.   
Cordially, 
WithersRavenel
Ashley Barham, G.I.T. Laura R. Elliott, PG 
Staff Geologist Project Geologist 
January 31, 2020 
North Carolina Department of Environmental Quality 
Division of Waste Management  
Underground Storage Tanks Section 
Federal & State Lead Program 
1646 Mail Service Center 
Raleigh, North Carolina 27699‐1646
Attn:  Ms. Sharon Ghiold 
WithersRavenel 
Our People. Your Success. 
Table of Contents
A.Site Information ................................................................................................................... 1 
B.Executive Summary ............................................................................................................. 3  
C.Background ........................................................................................................................... 4 
D.Risk Characterization .......................................................................................................... 5 
E.Site Geology and Hydrogeology ...................................................................................... 8 
F.Soil and Groundwater Investigation – December 2019 .............................................. 9 
G.Conclusions ........................................................................................................................ 11 
FIGURES
Figure 1 General Location Map 
Figure 2 Site Map 
Figure 3 Adjacent Property Owners 
Figure 4 Groundwater Results Map 
Figure 5 Soil Results Map 
Figure 6 Receptor Map 
TABLES
Table B‐1 Site History: UST System & Other Release Information 
Table B‐3 Summary of Soil Analytical Results  
Table B‐4 Summary of Groundwater Analytical Results  
Table B‐5A Public & Private Water Supply Well Information 
Table B‐5B Adjacent Property Information 
Table B‐7 Monitoring & Remediation Well Construction Information 
APPENDICES
Appendix A Laboratory Report and Chain of Custody  
Appendix B Well Construction Records, Field Notes, and Photographic Record 
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
1 
A.SITE INFORMATION
1.Site Identification
Date of Report:
Facility I.D.:
Incident No.:
Site Risk:
Site Rank:
Land Use Category:
Site Name:
Site Location:
Nearest City/Town:
County:
Description of Geographical Data Point:
Location Method:
Latitude:
Longitude:
2.Contact Information
Responsible Party:
Address:
Phone:
Property Owner:
Address:
Phone:
Property Occupant:
Phone:
Consultant/Contractor:
Address:
Phone:
Analytical Laboratory:
State Certification Number:
Address:
Phone:
January 31, 2020 
N/A 
41626 
Not Established  
Not Established 
Residential 
Wood’s Grocery 
1370 Newfound Road 
Canton 
Haywood 
Center of UST Basin 
Google Earth 
N 35.548213° 
E –82.823340° 
Unknown 
N/A 
N/A 
Amanda Zujkowski 
1370 Newfound Road, Canton, NC 28716 
828‐400‐3437 
Amanda Zujkowski 
828‐400‐3437 
WithersRavenel 
115 MacKenan Drive, Cary, NC 27511 
919‐469‐3340 
Con‐Test Analytical Laboratories  
ENV652 
39 Spruce St, East Longmeadow, MA 01028 
413‐525‐2332 
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
3 
B. EXECUTIVE SUMMARY
1. Summary of Activities Associated with Current TA
WithersRavenel, Inc. (WR), in association with Task Authorization‐02 under NCDEQ Contract # N17005, 
performed  assessment  activities  including  completion of  a  GPR  survey  to  locate  potential  USTs,  the 
collection  of  soil  samples  for  laboratory  analysis,  the  installation  and  sampling  of  one  groundwater 
monitoring well, and completion of a site reconnaissance and receptor survey at the facility.   
2. GPR Survey, Soil, Groundwater, and Free Product Assessment Information
Ground‐Penetrating Radar Survey 
WR contracted with GEL Engineering to conduct a ground penetrating radar (GPR) survey of the subject site 
on December 12, 2019. The goal of the GPR survey was to identify relic underground storage tanks (USTs) that 
may  remain  on  the  subject  property.  The  GPR  survey  identified  two  possible  USTs  located  on  the  subject 
property  (Figure 2), and a subsurface water line, also mapped.  No  additional  areas  of  interest  or  anomalies 
resembling  relic  USTs were identified on the subject property.  Field notes and site photos  are located in Appendix B.
Soils  
WR  collected  four  soil  samples  (SS‐1  through  SS‐4)  from  the  vicinity  of  the  USTs  identified  during  the  GPR 
survey  to  be  analyzed  for  total  petroleum  hydrocarbons  (TPH)  gasoline  range  organics  (GRO)  and  diesel 
range organics (DRO). 
Laboratory analysis of soil samples SS‐1 through SS‐4 showed both TPH‐GRO and TPH‐DRO above their 
respective North Carolina State Action Levels. TPH-GRO results ranged from 260 mg/kg to 3,300 mg/kg and
TPH-DRO results ranged from 100 mg/kg to 3,800 mg/kg.  
Groundwater 
Groundwater monitoring well MW‐1 was installed and sampled on December 12, 2019 for volatile organic 
compounds (VOCs) by SM 6200B and semi‐volatile organic compounds (SVOCs) by EPA Method 625 plus 
tentatively identified compounds (TICs).  Multiple petroleum compounds were detected in the groundwater 
sample  collected  from  monitoring  well  MW‐1  at  concentrations  above  their  respective  2L  Standards; 
benzene and 1,2‐dichloroethane were detected at concentrations exceeding their respective GCLs. 
LNAPL 
No  LNAPL  was  observed  in  on‐site  groundwater  monitoring  wells  during  the  December  12,  2019 
assessment at the facility.   
3. Receptor Information
WR  performed  a  receptor  survey  in  association  with  the  current  TA.    A  total  of  three  water  supply 
wells  were  identified  within  a  1,000‐foot  radius  of  the  site.    One  additional  water  supply  well  is  located 
between 1,000 and 1,500 feet of the source area. Municipal water is available to the area through the Town of 
Canton. 
The NC Source Water Assessment Program, managed by the NCDEQ Water Resources Drinking Water 
Protection Program, does not identify any community water supply wells within a one‐mile radius of the site.  
The  nearest  identified  wellhead  protection  area  is  located 1.34‐miles  northeast  of  the  site 
(Harmony  Grove Baptist Church, Public Water Supply ID NC0144459, EPA ID 15688).   
An unnamed tributary to North Hominy Creek is located approximately 125 feet west‐southwest of the 
subject property. 
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
4 
5. Recommendations
Based on the results of assessment activities conducted at the site in association with the current TA, WR 
recommends the following: 
•Remove the two USTs that were identified by the GPR survey and any contaminated soils identified
during closures.
•Install additional monitoring wells to delineate the hydrocarbon plume and determine groundwater
flow direction.
•Connect the residence located at 110 Jordan Lane to municipal water and abandon their impacted
water supply well.
C.BACKGROUND
The Wood’s Grocery is located at 1370 Newfound Road in Canton, Haywood, North Carolina (see Figure 
1).  The subject property currently consists of a mobile home, drive way, and grass yard.   Figure 2 is provided 
as a site map showing the current conditions of the subject property.  The subject parcel encompasses a 
total of 0.80 acre of property.  A mobile home and storage sheds are located on the southern portion of the 
parcel.  The current property owners plan to build a single‐family residence on the central portion of the 
parcel and demolish the mobile home. 
In July 2018, a groundwater sample was collected from the water supply well located at 1370 Newfound 
Road. The laboratory analysis of the groundwater sample detected di‐isopropyl ether, benzene, and 1,2‐
dichloroethane at concentrations that exceeded applicable standards. It was determined that the water was 
not  suitable  for  residential  use.  The  residence  located  on  the  subject  property  was  connected  to  the 
municipal water line along Newfound Road in October 2018. In January 2019, the water supply well located 
on the subject property was abandoned by a licensed well driller.  
In August 2019, two adjacent water supply wells were sampled. The water supply well located at 110 Jordan 
Lane contained petroleum compounds that exceeded the applicable standards for potable use. The property 
has been receiving bottled water delivery since September 2019. The resident of 110 Jordan Lane, Mr. Joey 
Smith, informed the NCDEQ that there was a gasoline station formerly located at 1370 Newfound Road 
known as the Wood’s Grocery Store. The dates of operation of the gasoline station are unknown, however 
the store building eventually burned down. 
The  following  paragraphs  describe  characterization  of  risk  as  well  as  the  GPR  survey  and  the  soil  and 
groundwater assessment activities that occurred on December 12, 2019. 
4.Remediation Activities
No remedial activities have been undertaken at the site, to date.
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
5 
D.RISK CHARACTERIZATION
Part I – Groundwater/Surface Water/Vapor Impacts
High Risk
1.Has the release contaminated any water supply well including any well used for non‐drinking
purposes?  YES – The water supply well located on site that is now abandoned and the water supply
well located at 110 Jordan Lane.
2.Is a water supply well used for drinking water located within 1,000 feet of the source area of the
release?  YES – A total of three water supply wells are located within 1,000 ft of the source area.
3.Is a water supply well not used for drinking water (e.g. irrigation, washing cars, industrial cooling
water, and filling swimming pools) located within 250 feet of the source of the release? NO – All
supply wells identified at locations surrounding the source area are used as potable supplies,
although these same wells may be used for non‐potable purposes.
4.Does groundwater within 500 feet of the source area of the release have the potential for future
use (there is no source of water supply other than groundwater)?  NO – municipal water is available
to the area by the Town of Canton.
5.Do vapors from the release pose a threat of explosion because of accumulation of the vapors in a
confined space or pose a serious threat to public health, public safety, or the environment?  NO –
WR is not aware of any subsurface utilities or basements near the source area.
6.Are there any other factors that would cause the release to pose an imminent danger to public
health, public safety, or the environment?  NO.
Intermediate Risk 
7.Is a surface water body located within 500 feet of the source area of the release?  YES – an unnamed
tributary to North Hominy Creek.
If YES, does the maximum groundwater contaminant concentration exceed the surface water
quality standards and criteria found in 15A NCAC 2B .0200 by a factor of 10? YES – benzene was
detected in the groundwater sample from monitoring well MW‐1 at a concentration greater than
10 times the 2B Standard.
8.Is the source area of the release located within an approved or planned wellhead protection area as
defined in 42 USC 300h‐7(e)?  NO ‐ According to the NCDEQ Wellhead Protection Program online
map viewer, the source area is not located within an approved or planned wellhead protection
area.
9.Is the release located in the Coastal Plain physiographic region as designated on a map entitled
“Geology of North Carolina” published by the department in 1985?  NO.
10.Do the levels of groundwater contamination exceed the gross contaminant levels established by the
Department?  YES – benzene and 1,2‐dichloroethane were detected at concentrations above their
GCLs.
Part II – Land Use ‐ Property Containing Source Area of Release 
1.Does the property contain one or more primary or secondary residence (permanent or temporary)?
YES – the property contains a permanent residence.
2.Does the property contain a school, daycare center, hospital, playground, park, recreation area,
church, nursing home, or other place of public assembly?  NO.
3.Does the property contain a commercial (e.g. retail, warehouse, office/business space, etc.) or
industrial (e.g. manufacturing, utilities, industrial research and development, chemical/petroleum
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
6 
bulk storage, etc.) enterprise, an inactive commercial or industrial enterprise, or is the land 
undeveloped?  NO.  
4.Do children visit the property?  YES – children live on the property.
5.Is access to the property reliably restricted consistent with its use (e.g., by fences, security
personnel, or both)?  NO.
6.Do paved areas, buildings, or other structures cap the contaminated soil?  NO – the contaminated
soil is covered with grass.
7.What is the zoning status of the property?  “Residential” (Haywood County Zoning designation).
8.Is the use of the property likely to change in the next 20 years?  NO.
Property Surrounding Source Area of Release
The questions below pertain to the area within 1,500 feet of the source area of the release (excludes 
property containing source area of the release): 
1.What is the distance from the source area of the release to the nearest primary or secondary
residence (permanent or temporary)?  The nearest permanent residence from the source area is
located at 1333 Newfound Road, approximately 90 ft northwest of the source area.
2.What is the distance from the source area of the release to the nearest school, daycare center,
hospital, playground, park, recreation area, church, nursing home, or other place of public assembly?
The nearest church is the Calvary Baptist Church located at 23 Phillips Street, approximately 600
feet west‐southwest of the source area.
3.What is the zoning status of properties in the surrounding area?  “General Residential”
4.Briefly characterize the use and activities of the land in the surrounding area.  The surrounding
properties consist of private rural residences and agricultural lands.  Table B‐5B provides a
summary of the adjacent properties.
D.1. RECEPTOR INFORMATION
1.Water Supply Wells
A water supply well survey for the area within 1,500 feet of the source area was completed by WR
for the purpose of risk classification.  In the course of completing the survey, WR reviewed the
surrounding properties, and confirmed that publicly available water supply is located within 1‐mile
of the site.
A total of three water supply wells were identified within a 1,000‐ft radius of the site.  One
additional water supply well is located between 1,000 and 1,500 ft of the source area. Municipal
water is available to the area through the Town of Canton. Locations of water supply wells within
1,500 ft of the site are shown on Figure 6.  Supply well ownership for wells are included in Table
B‐5A.
2.Public Water Supplies
Are public water supplies available within 1,500 feet of the source area of the release?  YES ‐ The
Town of Canton provides municipal water to properties within 1,500 feet of the source area.
3.Surface Water
Identify all surface water bodies (e.g., ditch, pond, stream, lake, and river) within 1,500 feet of the
source area of the release.
An unnamed tributary to North Hominy Creek is located approximately 125 feet west‐southwest
of the subject property.
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
7 
4.Wellhead Protection Areas
Identify all planned or approved wellhead protection areas (e.g., ditch, pond, stream, lake, and river)
within 1,500 feet of the source area of the release.  This information must be shown on the USGS
topographic map.  Wellhead protection areas are defined in 42 USC 300h‐7(e).  The NC Source
Water Assessment Program, managed by the NCDEQ Water Resources Drinking Water Protection
Program, does not identify any community water supply wells within a 1‐mile radius of the site.
The nearest identified wellhead protection area is located approximately 1.34‐miles northeast of
the site (Harmony Grove Baptist Church, Public Water Supply ID NC0144459, EPA ID 15688).
5.Describe Deep Aquifers in the Coastal Plain Physiographic Region
The site is not located within the Coastal Plain Physiographic Province of North Carolina.
Therefore, Deep Aquifers of the Coastal Plain are not addressed herein.
6.Describe Subsurface Structures (refer to page 19 of the guidelines):
None Identified.
7.Property Owners and Occupants
The attached Table B‐5B lists the names and addresses of property owners and occupants adjacent
to the subject property.
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
8 
E.SITE GEOLOGY AND HYDROGEOLOGY
The Geologic Map of North Carolina (Department of Natural Resources, Division of Land Resources, North 
Carolina  Geologic  Survey,  1985)  shows  materials  underlying  the  site  to  consist  of  “biotite  gneiss”  of 
Proterozoic age, within Sedimentary and Metamorphic rocks of the Blue Ridge Belt.  Base materials at the 
site  location  are  indexed  as  “migmatitic;  interlayered  and  gradational  with  biotite‐garnet  gneiss  and 
amphibolite; locally abundant quartz and alumino‐silicates.”   
Evaluation of the Canton, NC Topographic Quadrangle (US Geological Survey, 7.5 Minute Series, 2019) and 
2‐ft elevation contours provided by the Haywood County GIS Service indicate that the subject property is 
at an approximate elevation of 2,815 feet above mean sea level (AMSL) at the location of the former UST 
basin.  A scaled portion of the USGS Quadrangle is included as Figure 1.  Topography at the site slopes 
primarily to the west‐southwest.   Depth to groundwater at the site was measured at 58.60 feet beneath 
the Top of Casing (TOC) of monitoring well MW‐1 installed on the parcel.  No LNAPL was measured or 
observed in monitoring well MW‐1. 
The general lithology of the site soils consisted of micaceous silts and clayey silts.   
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
9 
F.SOIL AND GROUNDWATER INVESTIGATION – DECEMBER
2019
WithersRavenel mobilized to the site on December 12, 2019 to conduct a GPR survey, install one Type II 
groundwater monitoring well, and collect soil samples from the vicinity of the USTs.   Monitoring well MW‐1 
was installed approximately 45 feet south‐southeast of the UST basin, between the existing UST basin and the 
on‐site contaminated water supply well which has been abandoned (Figure 2).   
F.1. SOIL INVESTIGATION
Prior to the collection of soil samples, a GPR survey was conducted to identify possible USTs on the subject 
property. Two possible USTs were identified on the northwestern portion of the subject property. Four soil 
samples were collected in 5‐foot intervals to a depth of 10 feet below ground surface (bgs) using a 
GeoProbe™ drill rig and direct push techniques (DPT).  Soil samples were removed from the borings via 
Macro‐Core® Sample Tubes with a dedicated Macro‐Core PETG Liner inside, classified, and collected for 
screening into individual ZipLoc® bags. The retained soil samples were then field screened using a RAE
Systems™  Mini  RAE®  2000  Photo‐ionization Detector (PID) for  the  presence of VOCs typical of potential
petroleum hydrocarbons. The PID is an industry-accepted  scanning device used to detect the presence of 
organic vapors, but is not entirely relied upon to determine specific levels of contamination. Samples were also 
assessed through visual observations and assessment for odors reminiscent of petroleum products. PID readings
of the soil samples were >15,000 ppm at 10 feet bgs in each sample. 
Sampling  activities  were  performed  by  properly  trained  environmental  professionals.  Sampling 
personnel  utilized  new  disposable  gloves  to  prevent  contact  with  skin  and  prevent  cross -contamination  of 
samples. Sampling  equipment  was  decontaminated  prior  to  advancement.  All  samples  slated  for  laboratory 
analysis  were  transferred  directly  into  laboratory‐prepared  containers,  immediately  placed  on  ice, 
and  transported  under  chain‐of‐custody  to  Con-Test  Analytical  Laboratories  (Con-Test)  in  East  Long-
meadow, MA under standard turnaround times to be analyzed for TPH‐DRO and TPH‐GRO by EPAMethod 8015C. 
Laboratory Results 
Laboratory analysis of soil samples SS‐1 through SS‐4 detected both TPH‐GRO and TPH‐DRO above their 
respective North Carolina State Action Levels. TPH-GRO results ranged from 260 mg/kg to 3,300 mg/kg and
TPH-DRO results ranged from 100 mg/kg to 3,800 mg/kg.  
A summary of the soil analytical results is presented in Table B-3 and shown on Figure 5. A copy of the
laboratory analytical report and chain-of-custody is included in Appendix A. Field notes and a photographic
record are provided in Appendix B.
F.2. GROUNDWATER INVESTIGATION
Following soil sampling activities, 4.25‐inch inner‐diameter (ID) hollow stem augers were utilized to advance a 
boring t o  a  depth  of  65  feet  bgs  where t he  boring  was t erminated  in  saturated  conditions.    A  Type  II 
monitoring well (MW‐1) was constructed with 15 feet of 2‐inch diameter 0.01‐slotted PVC well  screen 
and  40  feet  of  2‐inch  diameter  PVC  casing.  Clean‐filter  sand  was  placed  into  the  annular  space  surrounding 
the well screen to approximately 2 feet above the screened section of the well.  A bentonite seal was  placed 
over  the  sand  pack  extending  from  5  feet  bgs  to  the  upper  surface  of  the  sand  pack  and  hydrated.   
The  remaining  annular  space  was  then filled  with  neat  cement grout  to  surface  grade,  encasing  an  8‐
in  diameter  steel  manhole  cover.    The  monitoring  well  was  developed  to  remove  fine 
sediments following completion.    See Table B‐7 for well construction details & groundwater elevation data.  
The well construction records, field notes, and a photographic record are provided in Appendix B. 
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
10 
Laboratory Results 
Groundwater monitoring well MW‐1 was installed and sampled on December 12, 2019 for volatile organic 
compounds (VOCs) by SM6200B, and SVOCs by EPA Method 625.  Multiple petroleum compounds were 
detected in the groundwater sample collected from monitoring well MW‐1 at concentrations above their 
respective 2L Standards; benzene and 1,2‐dichloroethane were detected at concentrations exceeding their 
respective GCLs. 
A  summary  of  the  groundwater  analytical  results  is  presented  in  Table B-4.   A  copy  of  the  laboratory 
analytical report and chain‐of‐custody is included in Appendix A. 
Following well development, groundwater samples were collected using dedicated bailers and placed
directly into laboratory-provided containers, placed in a cooler of ice, and under proper chain-of-custody
transported to Contest to be analyzed for VOCs using SM6200B and SVOCs + TICs using EPA
Method 625+TICs.
WithersRavenel
Our People. Your Success. 
Wood’s Grocery WR Project # 02171214.60 
Phase I Limited Site Assessment January 2020 
11 
G. CONCLUSIONS
Based on data obtained in the completion of this assessment at the property, two potential USTs were 
identified  during  the  GPR  survey,  soil  contamination  was  identified  around  the  USTs  above  the  North 
Carolina State Action Levels, and groundwater contamination was identified in monitoring well MW‐1.  Both 
TPH‐GRO and TPH‐DRO were identified in the four soil samples collected around the UST basin above the 
North Carolina State Action Levels. Multiple petroleum hydrocarbons were detected in the groundwater 
sample  collected  from  monitoring  well  MW‐1  above  their  respective  2L  Standards;  benzene  and  1,2‐
dichloroethane were reported at levels above their respective GCLs.  
Municipal water is available to the site and surrounding properties located within 1,500 feet of the source 
area through the Town of Canton. Three active water supply wells were identified within a 1,000‐foot 
radius of the source area. One of these water supply wells, located at 110 Jordan Lane, is known to be 
contaminated. One additional inactive water supply well was identified between 1,000 feet and 1,500 feet 
of the source area.  
Accounting for the presence of water supply wells in proximity to the release, one of the water supply wells 
known to be contaminated, and the use of the property as a single‐family residence, WR believes the site to 
meet the criteria of “high” risk, and recommends the following:  
• Remove the two USTs that were identified by the GPR survey and any contaminated soils
identified during closures.
• Install additional monitoring wells to delineate the hydrocarbon plume and determine groundwater
flow direction.
• Connect the residence located at 110 Jordan Lane to municipal water and abandon their impacted
water supply well.
We appreciate the opportunity to be of service in the completion of these assessment activities.  Should 
you  have  questions,  comments,  or  require  additional  information,  please  contact  WR  at  your  earliest 
convenience. 
Cordially, 
WithersRavenel
Ashley Barham, G.I.T. 
Staff Geologist 
Laura R. Elliott, P.G. 
Project Geologist 
Figures
500 FEE
T
1,000
F
E
E
T
1,500
F
E
E
T
NEWFO
U
N
D
R
O
A
D
SR 1004
AB
MJ
DRAWN BY:
01/27/2020 02171214.60
1
SUBJECT
SITE
SCALE:FIGURE NO.:
PROJECT NO.:DATE:APPROVED BY:
GENERAL LOCATION MAP
WithersRavenel
Engineers | Planners | Surveyors
115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com
1"=500 '
GRAPHIC SCALE
1 inch = 500 ft.
0 500250 1000
WOODS GROCERY - NCDEQ TF#41626
1370 NEWFOUND ROAD
CANTON, HAYWOOD COUNTY, NC
NEWF
O
U
N
D
R
O
A
D
+/-3000 GALLON UST
MW-1
SS-1
SS-4
SS-3 SS-2
+/-1000 GALLON UST GPR SURVEY AREA
WATER LINE
OVERHEAD UTILITIES
(ELECTRIC/CABLE/PHONE)ABMJDRAWN BY:01/27/202002171214.602SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:SITE MAPWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com1"=40 'LEGEND
SOIL SAMPLE LOCATION
MONITORING WELL
NOTES:
1.) 2015 AERIAL ORTHOPHOTO OBTAINED FROM NC ONE MAP.WOODS GROCERY - NCDEQ TF#416261370 NEWFOUND ROADCANTON, HAYWOOD COUNTY, NCGRAPHIC SCALE
1 inch = 40 ft.
0 4020 80
GPR SURVEY AREA
WATER LINE
OVERHEAD UTILITIES
(ELECTRIC/CABLE/PHONE)ABMJDRAWN BY:01/27/202002171214.603SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:ADJACENT PROPERTYOWNERSWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com1"=50 'LEGEND
ADJACENT PROPERTY ID

NOTES:
1.) 2015 AERIAL ORTHOPHOTO OBTAINED FROM NC ONE MAP.WOODS GROCERY - NCDEQ TF#416261370 NEWFOUND ROADCANTON, HAYWOOD COUNTY, NC1
3
2
4
5
3
GRAPHIC SCALE
1 inch = 50 ft.
0 5025 100
NEWF
O
U
N
D
R
O
A
D
+/-3000 GALLON UST
MW-1
SS-1
SS-4
SS-3 SS-2
+/-1000 GALLON UST
GPR SURVEY AREA
WATER LINE ABMJDRAWN BY:01/27/202002171214.604SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:GROUNDWATER RESULTSWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com1"=30 'LEGEND
SOIL SAMPLE LOCATION
MONITORING WELL
NOTES:
1.) 2015 AERIAL ORTHOPHOTO OBTAINED FROM NC ONE MAP.WOODS GROCERY - NCDEQ TF#416261370 NEWFOUND ROADCANTON, HAYWOOD COUNTY, NCGRAPHIC SCALE
1 inch = 30 ft.
0 3015 60
NEWF
O
U
N
D
R
O
A
D
UST Locations
MW-1
SS-1
SS-4
SS-3 SS-2 MDFMJDRAWN BY:01/27/202002171214.605SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:SOIL RESULTS MAPWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com1"=12 'GRAPHIC SCALE
1 inch = 12 ft.
0 126 24
LEGEND
SOIL SAMPLE LOCATION
MONITORING WELL
NOTES:
1.) 2015 AERIAL ORTHOPHOTO OBTAINED FROM NC ONE MAP.WOODS GROCERY - NCDEQ TF#416261370 NEWFOUND ROADCANTON, HAYWOOD COUNTY, NC
500 FEE
T
1,000
F
E
E
T
1,500
F
E
E
T
NEWF
O
U
N
D
R
O
A
D
SR 1004 MDFMJDRAWN BY:01/27/202002171214.606SCALE:FIGURE NO.:PROJECT NO.:DATE:APPROVED BY:RECEPTOR MAPWithersRavenelEngineers | Planners | Surveyors115 MacKenan Drive | Cary, NC 27511 | t: 919.469.3340 | license #: C-0832 | www.withersravenel.com1"=300 'LEGEND
WATER SUPPLY WELL
NOTES:
1.) 2015 AERIAL ORTHOPHOTO OBTAINED FROM NC ONE MAP.GRAPHIC SCALE
1 inch = 300 ft.
0 300150 600 WOODS GROCERY - NCDEQ TF#416261370 NEWFOUND ROADCANTON, HAYWOOD COUNTY, NC
Tables
UST IDNumberCurrent/LastContentsPreviousContentsCapacity(in gallons)ConstructionDetailsTankDimensions (diameter x length) (ft)Description ofAssociatedPiping & PumpsDate of TankInstallationStatus ofUSTWas release associated with UST System? (Y/N)1Unknown Unknown 1,000 Not Provided 4 X 10.5 Not Provided UnknownInactiveYes ‐ Release Identified in soil samples and water supply well2Unknown Unknown 1,000 Not Provided 5.33 X 6 Not Provided UnknownInactiveYes ‐ Release Identified in soil samples and water supply wellIncidentNumberMaterialReleasedDateofReleaseIncident # 41626 Gasoline/Diesel UnknownPetroleum products were detected in a nearby water supply well in July 2018. Two USTs were identified during a GPR event in December 2019. Petroleum compounds were detected in soil samples collected from around the USTs.Table B‐1 Site History:  UST System & Other Release InformationWood's GroceryIncident # 416261370 Newfound RoadCanton, Haywood County, NCDescription of ReleasePage 1 of 1
Sample
ID
Depth 
Collected 
Below Ground 
Surface 
PID Readings 
(ppm)
Date
Collected
Total Petroleum Hydrocarbons ‐ Diesel Range OrganicsTotal Petroleum Hydrocarbons ‐ Gasoline Range OrganicsSS‐1 10 feet >15,000 12/12/2019 220 2400
SS‐2 10 feet >15,000 12/12/2019 460 3300
SS‐3 10 feet >15,000 12/12/2019 3800 2500
SS‐4 10 feet >15,000 12/12/2019 100 260
50 100
Notes:
1)
2)
Result
Result
Analytical Method EPA Method 8015C
SUMMARY OF SOIL ANALYTICAL RESULTS
= Result Exceeds State Action Level
North Carolina State Action Level
All results provided in mg/kg (milligrams per kilogram) or parts per million (ppm)
Only the analytes detected in one or more samples are displayed.   See the analytical 
laboratory report provided in the Appendix for a full list of constituents.
= Result Exceeds Laboratory Detection Limits
TABLE B‐3
Wood's Grocery
Incident # 41626
1370 Newfound Road
Canton, Haywood County, NC
Page 1 of 1
Benzene1,2‐DichloroethaneDi‐isopropyl ether (IPE)EthylbenzeneIsopropylbenzeneNaphthalenen‐PropylbenzeneToluene1,2,4‐Trimethylbenzene1,3,5‐TrimethylbenzeneTotal XylenesDi‐n‐butylphthalate2,4‐DimethylphenolNaphthalene2‐Methylnaphthalene2‐Cyclopenten‐1‐one2‐Cyclopenten‐1‐one, 2‐methyl‐2‐Cyclopentn‐1‐one, 3‐methyl‐Benzene, 1,2,3‐trimethyl‐Benzene, 1‐ethyl‐2‐methyl‐Cyclopentanol, 1‐methyl‐Ethylbenzeneo‐Xylene71‐43‐2 107‐06‐2 108‐20‐3 100‐41‐498‐82‐891‐20‐3 103‐65‐1 108‐88‐395‐63‐6 108‐67‐8‐‐‐ ‐‐‐105‐67‐991‐20‐391‐57‐6‐‐‐ ‐‐‐ ‐‐‐ ‐‐‐ ‐‐‐ ‐‐‐100‐41‐4 1330‐20‐7MW‐1 12/12/20198,8007602,200 1,50060 J1,800 170 8,300 1,300 350 7,6000.776 J37 345 88.6 150 140 250 360 180 190 290 4201 0.4 70 600 70 6 70 600 400 400 500 700 100 6 30 NL NL NL NL NL NL 600 5005,000 400 70,000 84,500 25,000 6,000 3,000 260,000 28,500 25,000 85,500 NL 100,000 6,000 12,500 NL NL NL NL NL NL 84,500 85,500Notes:1)2)3)4)5) J ‐ Detected but bleow the reporting limit (lowest calibration standard); therefore result is an estimated concentration.NLResultResultResultEPA Method 625 + TICsTABLE B‐4SUMMARY OF GROUNDWATER ANALYTICAL RESULTSWood's GroceryIncident # 416261370 Newfound RoadEPA‐602 / SM6200BCanton, Haywood County, NCAnalytical MethodSample IDDateCollectedNC 2L Standard All results provided in ug/L (micrograms per liter) or parts per billion.Compounds analyzed for by laboratory but not listed were not detected above laboratory detection limits. See the laboratory report included in the Appendix for a full list of constituents. NC 2L Standard ‐ North Carolina Groundwater Quality Standard as per NC Administrative Code 15A NCAC 02L.GCLs for Groundwater = NCDENR UST Section Gross Contamination Levels for Groundwater.GCLs for Groundwater= No Regulatory Level Established= Result Exceeds NC 2L Standard for Groundwater= Result Exceeds NC Gross Contaminant Level for Groundwater= Result Exceeds Laboratory Detection LimitsPage 1 of 1
Easting Northing110 Jordan Lane 1348 Newfound RoadCanton, NC 28716 Canton, NC 28716196 Jordan Lane 196 Jordan LaneCanton, NC 28716 Canton, NC 2871631 Lene Way 31 Lene WayCanton, NC 28716 Canton, NC 28716WSW‐4 8667‐37‐307687 Beaverdam RdCanton, NC 28716Haywood Michael Burkhart87 Beaverdam RdCanton, NC 28716Not in Use Unknown Unknown 1,080 Not Determined 263230.21 206437.11Notes: 1)2)3)4)WR performed a receptor survey on December 12, 2019.TABLE B‐5APUBLIC & PRIVATE WATER SUPPLY WELL INFORMATIONWood's GroceryIncident # 416261370 Newfound RoadWell IDPinNumberProperty Address CountyCanton, Haywood County, NCLocation Relative to Groundwater FlowWell Coordinates(NC State Plane NAD 83 Feet)Well distance from source area values were calculated by WR based on well locations determined by field observations & aerial mapping.  Source area identified as center of UST basinProperty Owner Property Owner AddressWell location addresses and property owner information was obtained from the Haywood County GIS Department.Information regarding the water supply well's use and location was obtained through field observations and aerial mapping.  Select well locations are estimated based on mapping.Well Distance from Source Area(feet)Well UseWell Depth(feet)WSW‐1WSW‐2WSW‐3Well Screen Interval(feet)HaywoodHaywoodHaywood8667‐35‐28398667‐35‐78849667‐25‐8329PotablePotablePotableDillon SouthersLogan DillsCarolyn LittrellUnknownUnknownUnknown185205UnknownNot DeterminedNot DeterminedNot Determined640935890206006.00206004.46205878.74263193.10263282.14262992.22Page 1 of 1
1370 Newfound Road Amanda ZujkowskiCanton, NC 28716 1370 Newfound Road, Canton, NC 287161376 Newfound Road Nancy BroylesCanton, NC 28716 1376 Newfound Road, Canton, NC 28716110 Jordan Lane Dillon SouthersCanton, NC 28716 1348 Newfound Road, Canton, NC 2871610 Jordan Lane Joseph SmithCanton, NC 28716 110 Jordan Lane, Canton, NC 2871633 Sportsman Drive Jason CaldwellCanton, NC 28716 90 Garden Lane, Canton, NC 287161333 Newfound Road David ParrishCanton, NC 28716 866 Olive Branch Rd, Ellabell, GA 313081)2)Notes: Agricultural/ResidentialProperty owner information from the Haywood County GIS Service, data current as of January 13, 2020 See Figure 3 for corresponding map information.Distances shown from source location to nearest structure or center of parcel.530090ResidentialResidentialCanton, Haywood County, NCProperty ID Property Address Property Owner & Address500ResidentialResidentialUsage ZoningDistance/Direction from Source Area4Residential Residential‐‐‐Not DeterminedTABLE B‐5BADJACENT PROPERTY INFORMATIONWood's GroceryIncident # 416261370 Newfound RoadResidentialLocation Relative to Groundwater FlowSite123ResidentialResidentialNot DeterminedNot DeterminedNot DeterminedNot DeterminedResidential 220 Not DeterminedResidential 160Page 1 of 1
Easting NorthingMW‐112/12/2019 2 65 50 50‐65 NM 12/12/2019 58.60‐‐‐NM 263049.19 206139.89Notes:1) MW = Monitoring Well2) NM = Not MeasuredTABLE B‐71370 Newfound RoadMONITORING & REMEDIATION WELL CONSTRUCTION INFORMATIONWell Casing Diameter(inches)Free Product Thickness(feet)Screened Interval     (feet)Wood's GroceryIncident Number: Incident # 41626Depth‐to‐Water from Top‐of‐Casing(feet)Date Installed  GroundwaterElevation        (feet)Well Coordinates(NC State Plane NAD 83 Feet)Date Water Level MeasuredCanton, Haywood County, NCTotal Depth     (feet)Top‐of‐Casing Elevation      (feet)Well Casing Depth (feet)Well IDPage 1 of 1
Appendix A
Laboratory Report and Chain of Custody
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
December 23, 2019
Ashley Barham
Withers & Ravenel- Greensboro
424 Gallimore Dairy Road, Suite C
Greensboro, NC 27409
Project Location: Canton, NC
Client Job Number:
Project Number: 02171214.60
Laboratory Work Order Number: 19L0578
Enclosed are results of analyses for samples received by the laboratory on December 12, 2019. If you have any questions
concerning this report, please feel free to contact me.
Sincerely,
Kerry K. McGee
Project Manager
Page 1 of 38
Table of Contents
Table of Contents
Sample Summary 3
Case Narrative 4
Sample Results 7
19L0578-01 7
19L0578-02 9
19L0578-03 11
19L0578-04 13
19L0578-05 15
Sample Preparation Information 20
QC Data 21
Volatile Organic Compounds by GC/MS 21
B248338 21
Semivolatile Organic Compounds by - GC/MS 25
B248656 25
Tentatively Identified Compounds - SV Compounds (ESTIMATED VALUES REPORTED) 29
B248656 29
Petroleum Hydrocarbons Analyses 30
B248289 30
B248390 30
Flag/Qualifier Summary 31
Certifications 32
Chain of Custody/Sample Receipt 36
Page 2 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
ANALYTICAL SUMMARY
12/23/2019
Withers & Ravenel- Greensboro
424 Gallimore Dairy Road, Suite C
Greensboro, NC 27409
ATTN: Ashley Barham
02171214.60
19L0578
The results of analyses performed on the following samples submitted to the CON-TEST Analytical Laboratory are found in this report.
PROJECT LOCATION:
PURCHASE ORDER NUMBER:
PROJECT NUMBER:
REPORT DATE:
WORK ORDER NUMBER:
FIELD SAMPLE #LAB ID:MATRIX TESTSAMPLE DESCRIPTION SUB LAB
Canton, NC
SS-1 19L0578-01 Soil SM 2540G
SW-846 8015C
SS-2 19L0578-02 Soil SM 2540G
SW-846 8015C
SS-3 19L0578-03 Soil SM 2540G
SW-846 8015C
SS-4 19L0578-04 Soil SM 2540G
SW-846 8015C
MW-1 19L0578-05 Ground Water 625.1
SM21-22 6200B
[TOC_1]Sample Summary[TOC]
Page 3 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CASE NARRATIVE SUMMARY
All reported results are within defined laboratory quality control objectives unless listed below or otherwise qualified in this report.
For method 6200B elevated reporting limits for sample 19L0578-05 due to high concentrations of target compounds.
[TOC_1]Case Narrative[TOC]
Page 4 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
625.1
Qualifications:
Laboratory fortified blank/laboratory control sample recovery and duplicate recovery are outside of control limits. Reported value for this
compound is likely to be biased on the low side.
Analyte & Samples(s) Qualified:
L-04
Hexachlorocyclopentadiene
19L0578-05[MW-1], B248656-BLK1, B248656-BS1, B248656-BSD1
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but the other is within limits. RPD
between the two LFB/LCS results is within method specified criteria.Analyte & Samples(s) Qualified:
L-07
2-Chloronaphthalene
B248656-BS1
Initial calibration did not meet method specifications. Compound was calibrated using a response factor where %RSD is outside of method
specified criteria. Reported result is estimated.
Analyte & Samples(s) Qualified:
V-04
Benzidine
19L0578-05[MW-1], B248656-BLK1, B248656-BS1, B248656-BSD1, S044002-CCV1, S044021-CCV1
Initial calibration verification (ICV) did not meet method specifications and was biased on the high side for this compound. Reported result is
estimated.
Analyte & Samples(s) Qualified:
V-35
Benzidine
19L0578-05[MW-1], B248656-BLK1, B248656-BS1, B248656-BSD1, S044002-CCV1, S044021-CCV1
SM21-22 6200B
Qualifications:
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits. Data validation is not
affected since all results are "not detected" for associated samples in this batch and bias is on the high side.
Analyte & Samples(s) Qualified:
L-02
Ethanol
B248338-BS1, B248338-BSD1
Vinyl Chloride
B248338-BS1, B248338-BSD1
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but the other is within limits. RPD
between the two LFB/LCS results is within method specified criteria.
Analyte & Samples(s) Qualified:
L-07
2-Hexanone (MBK)
B248338-BS1
4-Methyl-2-pentanone (MIBK)
B248338-BS1
Acetone
B248338-BS1
Elevated reporting limit due to high concentration of target compounds.
Analyte & Samples(s) Qualified:
RL-11
19L0578-05[MW-1]
SW-846 8015C
Qualifications:
Page 5 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
The surrogate recovery for this sample is not available due to sample dilution below the surrogate reporting limit required from high analyte
concentration and/or matrix interferences.
Analyte & Samples(s) Qualified:
S-01
2-Fluorobiphenyl
19L0578-03[SS-3]
SW-846 8015C
Gasoline Range Organics (2-Methylpentane through 1,2,4-Trimethylbenzene) is quantitated against a calibration made with an unleaded gasoline composite standard.
Diesel Range Organics (C10-C28) is quantitated against a calibration made with a #2 fuel oil standard.
The results of analyses reported only relate to samples submitted to the Con-Test Analytical Laboratory for testing.
I certify that the analyses listed above, unless specifically listed as subcontracted, if any, were performed under my direction according to the approved methodologies listed
in this document, and that based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the
best of my knowledge and belief, accurate and complete.
Lisa A. Worthington
Technical Representative
Page 6 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-01
Field Sample #: SS-1
Sample Matrix: Soil
Sampled: 12/12/2019 10:30
[TOC_2]19L0578-01[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Petroleum Hydrocarbons Analyses
2400 70 12/14/19 17:34 KMBmg/Kg dry68 12/14/19SW-846 8015C50Gasoline Range Organics (GRO)
220 9.7 12/16/19 18:01 RDDmg/Kg dry3.5 12/13/19SW-846 8015C1Diesel Range Organics
Surrogates % Recovery Recovery Limits Flag/Qual
1-Chloro-3-fluorobenzene 100 12/14/19 17:3470-130
2-Fluorobiphenyl 56.5 12/16/19 18:0140-140
[TOC_1]Sample Results[TOC]
Page 7 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-01
Field Sample #: SS-1
Sample Matrix: Soil
Sampled: 12/12/2019 10:30
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
Units
Date
PreparedMethod
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
85.1 12/14/19 8:41 CBM% Wt 12/13/19SM 2540G1% Solids
Page 8 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-02
Field Sample #: SS-2
Sample Matrix: Soil
Sampled: 12/12/2019 11:00
[TOC_2]19L0578-02[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Petroleum Hydrocarbons Analyses
3300 130 12/14/19 18:10 KMBmg/Kg dry130 12/14/19SW-846 8015C100Gasoline Range Organics (GRO)
460 97 12/17/19 8:56 RDDmg/Kg dry35 12/13/19SW-846 8015C10Diesel Range Organics
Surrogates % Recovery Recovery Limits Flag/Qual
1-Chloro-3-fluorobenzene 97.1 12/14/19 18:1070-130
2-Fluorobiphenyl 54.2 12/17/19 8:5640-140
Page 9 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-02
Field Sample #: SS-2
Sample Matrix: Soil
Sampled: 12/12/2019 11:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
Units
Date
PreparedMethod
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
85.0 12/14/19 8:42 CBM% Wt 12/13/19SM 2540G1% Solids
Page 10 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-03
Field Sample #: SS-3
Sample Matrix: Soil
Sampled: 12/12/2019 11:30
[TOC_2]19L0578-03[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Petroleum Hydrocarbons Analyses
2500 14 12/14/19 16:58 KMBmg/Kg dry13 12/14/19SW-846 8015C10Gasoline Range Organics (GRO)
3800 1000 12/17/19 9:17 RDDmg/Kg dry360 12/13/19SW-846 8015C100Diesel Range Organics
Surrogates % Recovery Recovery Limits Flag/Qual
1-Chloro-3-fluorobenzene 101 12/14/19 16:5870-130
2-Fluorobiphenyl 12/17/19 9:17*S-0140-140
Page 11 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-03
Field Sample #: SS-3
Sample Matrix: Soil
Sampled: 12/12/2019 11:30
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
Units
Date
PreparedMethod
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
82.5 12/14/19 8:42 CBM% Wt 12/13/19SM 2540G1% Solids
Page 12 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-04
Field Sample #: SS-4
Sample Matrix: Soil
Sampled: 12/12/2019 12:00
[TOC_2]19L0578-04[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Petroleum Hydrocarbons Analyses
260 1.3 12/14/19 15:09 KMBmg/Kg dry1.3 12/14/19SW-846 8015C1Gasoline Range Organics (GRO)
100 9.6 12/16/19 18:22 RDDmg/Kg dry3.5 12/13/19SW-846 8015C1Diesel Range Organics
Surrogates % Recovery Recovery Limits Flag/Qual
1-Chloro-3-fluorobenzene 100 12/14/19 15:0970-130
2-Fluorobiphenyl 48.0 12/16/19 18:2240-140
Page 13 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-04
Field Sample #: SS-4
Sample Matrix: Soil
Sampled: 12/12/2019 12:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
Units
Date
PreparedMethod
Conventional Chemistry Parameters by EPA/APHA/SW-846 Methods (Total)
86.3 12/14/19 8:42 CBM% Wt 12/13/19SM 2540G1% Solids
Page 14 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-05
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 12/12/2019 16:00
[TOC_2]19L0578-05[TOC]
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
ND 12000 12/17/19 8:00 EEHg/L950 12/13/19SM21-22 6200B250Acetone
8800 120 12/17/19 8:00 EEHg/L45 12/13/19SM21-22 6200B250Benzene
ND 120 12/17/19 8:00 EEHg/L38 12/13/19SM21-22 6200B250Bromobenzene
ND 120 12/17/19 8:00 EEHg/L80 12/13/19SM21-22 6200B250Bromochloromethane
ND 120 12/17/19 8:00 EEHg/L40 12/13/19SM21-22 6200B250Bromodichloromethane
ND 120 12/17/19 8:00 EEHg/L120 12/13/19SM21-22 6200B250Bromoform
ND 250 12/17/19 8:00 EEHg/L200 12/13/19SM21-22 6200B250Bromomethane
ND 1200 12/17/19 8:00 EEHg/L480 12/13/19SM21-22 6200B2502-Butanone (MEK)
ND 120 12/17/19 8:00 EEHg/L52 12/13/19SM21-22 6200B250n-Butylbenzene
ND 120 12/17/19 8:00 EEHg/L40 12/13/19SM21-22 6200B250sec-Butylbenzene
ND 120 12/17/19 8:00 EEHg/L42 12/13/19SM21-22 6200B250tert-Butylbenzene
ND 120 12/17/19 8:00 EEHg/L28 12/13/19SM21-22 6200B250Carbon Tetrachloride
ND 120 12/17/19 8:00 EEHg/L38 12/13/19SM21-22 6200B250Chlorobenzene
ND 12000 12/17/19 8:00 EEHg/L2600 12/13/19SM21-22 6200B250Ethanol
ND 120 12/17/19 8:00 EEHg/L52 12/13/19SM21-22 6200B250Chlorodibromomethane
ND 120 12/17/19 8:00 EEHg/L88 12/13/19SM21-22 6200B250Chloroethane
ND 120 12/17/19 8:00 EEHg/L42 12/13/19SM21-22 6200B250Chloroform
ND 250 12/17/19 8:00 EEHg/L110 12/13/19SM21-22 6200B250Chloromethane
ND 120 12/17/19 8:00 EEHg/L30 12/13/19SM21-22 6200B2502-Chlorotoluene
ND 120 12/17/19 8:00 EEHg/L35 12/13/19SM21-22 6200B2504-Chlorotoluene
ND 120 12/17/19 8:00 EEHg/L48 12/13/19SM21-22 6200B2501,2-Dibromoethane (EDB)
ND 120 12/17/19 8:00 EEHg/L40 12/13/19SM21-22 6200B2501,2-Dichlorobenzene
ND 120 12/17/19 8:00 EEHg/L30 12/13/19SM21-22 6200B2501,3-Dichlorobenzene
ND 120 12/17/19 8:00 EEHg/L32 12/13/19SM21-22 6200B2501,4-Dichlorobenzene
ND 120 12/17/19 8:00 EEHg/L65 12/13/19SM21-22 6200B250Dichlorodifluoromethane (Freon 12)
ND 120 12/17/19 8:00 EEHg/L40 12/13/19SM21-22 6200B2501,1-Dichloroethane
760 250 12/17/19 8:00 EEHg/L100 12/13/19SM21-22 6200B2501,2-Dichloroethane
ND 120 12/17/19 8:00 EEHg/L80 12/13/19SM21-22 6200B2501,1-Dichloroethylene
ND 120 12/17/19 8:00 EEHg/L32 12/13/19SM21-22 6200B250cis-1,2-Dichloroethylene
ND 120 12/17/19 8:00 EEHg/L78 12/13/19SM21-22 6200B250trans-1,2-Dichloroethylene
ND 120 12/17/19 8:00 EEHg/L50 12/13/19SM21-22 6200B2501,2-Dichloropropane
ND 120 12/17/19 8:00 EEHg/L28 12/13/19SM21-22 6200B2501,3-Dichloropropane
ND 120 12/17/19 8:00 EEHg/L50 12/13/19SM21-22 6200B2502,2-Dichloropropane
ND 120 12/17/19 8:00 EEHg/L40 12/13/19SM21-22 6200B2501,1-Dichloropropene
ND 120 12/17/19 8:00 EEHg/L32 12/13/19SM21-22 6200B250cis-1,3-Dichloropropene
ND 120 12/17/19 8:00 EEHg/L58 12/13/19SM21-22 6200B250trans-1,3-Dichloropropene
2200 120 12/17/19 8:00 EEHg/L42 12/13/19SM21-22 6200B250Diisopropyl Ether (DIPE)
1500 120 12/17/19 8:00 EEHg/L32 12/13/19SM21-22 6200B250Ethylbenzene
ND 1200 12/17/19 8:00 EEHg/L380 12/13/19SM21-22 6200B2502-Hexanone (MBK)
60 120 12/17/19 8:00 EEHg/L42 12/13/19SM21-22 6200B250JIsopropylbenzene (Cumene)
ND 120 12/17/19 8:00 EEHg/L50 12/13/19SM21-22 6200B250p-Isopropyltoluene (p-Cymene)
ND 120 12/17/19 8:00 EEHg/L62 12/13/19SM21-22 6200B250Methyl tert-Butyl Ether (MTBE)
ND 1200 12/17/19 8:00 EEHg/L85 12/13/19SM21-22 6200B250Methylene Chloride
ND 1200 12/17/19 8:00 EEHg/L420 12/13/19SM21-22 6200B2504-Methyl-2-pentanone (MIBK)
Page 15 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-05
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 12/12/2019 16:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Sample Flags: RL-11 Volatile Organic Compounds by GC/MS
1800 1200 12/17/19 8:00 EEHg/L78 12/13/19SM21-22 6200B250Naphthalene
170 120 12/17/19 8:00 EEHg/L32 12/13/19SM21-22 6200B250n-Propylbenzene
ND 120 12/17/19 8:00 EEHg/L28 12/13/19SM21-22 6200B250Styrene
ND 120 12/17/19 8:00 EEHg/L55 12/13/19SM21-22 6200B2501,1,2,2-Tetrachloroethane
ND 120 12/17/19 8:00 EEHg/L45 12/13/19SM21-22 6200B250Tetrachloroethylene
8300 120 12/17/19 8:00 EEHg/L35 12/13/19SM21-22 6200B250Toluene
ND 500 12/17/19 8:00 EEHg/L140 12/13/19SM21-22 6200B2501,2,3-Trichlorobenzene
ND 120 12/17/19 8:00 EEHg/L100 12/13/19SM21-22 6200B2501,2,4-Trichlorobenzene
ND 120 12/17/19 8:00 EEHg/L50 12/13/19SM21-22 6200B2501,1,1-Trichloroethane
ND 120 12/17/19 8:00 EEHg/L40 12/13/19SM21-22 6200B2501,1,2-Trichloroethane
ND 120 12/17/19 8:00 EEHg/L60 12/13/19SM21-22 6200B250Trichloroethylene
ND 120 12/17/19 8:00 EEHg/L82 12/13/19SM21-22 6200B250Trichlorofluoromethane (Freon 11)
ND 120 12/17/19 8:00 EEHg/L62 12/13/19SM21-22 6200B2501,2,3-Trichloropropane
1300 120 12/17/19 8:00 EEHg/L45 12/13/19SM21-22 6200B2501,2,4-Trimethylbenzene
350 120 12/17/19 8:00 EEHg/L35 12/13/19SM21-22 6200B2501,3,5-Trimethylbenzene
ND 5000 12/17/19 8:00 EEHg/L2500 12/13/19SM21-22 6200B250Vinyl Acetate
ND 120 12/17/19 8:00 EEHg/L110 12/13/19SM21-22 6200B250Vinyl Chloride
5300 250 12/17/19 8:00 EEHg/L75 12/13/19SM21-22 6200B250m+p Xylene
2300 120 12/17/19 8:00 EEHg/L42 12/13/19SM21-22 6200B250o-Xylene
Surrogates % Recovery Recovery Limits Flag/Qual
1,2-Dichloroethane-d4 95.4 12/17/19 8:0070-130
Toluene-d8 96.7 12/17/19 8:0070-130
4-Bromofluorobenzene 98.2 12/17/19 8:0070-130
Page 16 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-05
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 12/12/2019 16:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Semivolatile Organic Compounds by - GC/MS
<0.236 5.10 12/20/19 20:57 KLBg/L0.236 12/18/19625.11Acenaphthene
<0.236 5.10 12/20/19 20:57 KLBg/L0.236 12/18/19625.11Acenaphthylene
<0.206 5.10 12/20/19 20:57 KLBg/L0.206 12/18/19625.11Anthracene
<16.7 20.4 12/20/19 20:57 KLBg/L16.7 12/18/19625.11V-04, V-35Benzidine
<0.257 5.10 12/20/19 20:57 KLBg/L0.257 12/18/19625.11Benzo(a)anthracene
<0.301 5.10 12/20/19 20:57 KLBg/L0.301 12/18/19625.11Benzo(a)pyrene
<0.258 5.10 12/20/19 20:57 KLBg/L0.258 12/18/19625.11Benzo(b)fluoranthene
<0.404 5.10 12/20/19 20:57 KLBg/L0.404 12/18/19625.11Benzo(g,h,i)perylene
<0.284 5.10 12/20/19 20:57 KLBg/L0.284 12/18/19625.11Benzo(k)fluoranthene
<0.302 10.2 12/20/19 20:57 KLBg/L0.302 12/18/19625.114-Bromophenylphenylether
<0.301 10.2 12/20/19 20:57 KLBg/L0.301 12/18/19625.11Butylbenzylphthalate
<0.491 10.2 12/20/19 20:57 KLBg/L0.491 12/18/19625.114-Chloro-3-methylphenol
<0.481 10.2 12/20/19 20:57 KLBg/L0.481 12/18/19625.11Bis(2-chloroethoxy)methane
<0.522 10.2 12/20/19 20:57 KLBg/L0.522 12/18/19625.11Bis(2-chloroethyl)ether
<0.744 10.2 12/20/19 20:57 KLBg/L0.744 12/18/19625.11Bis(2-chloroisopropyl)ether
<0.463 10.2 12/20/19 20:57 KLBg/L0.463 12/18/19625.112-Chloronaphthalene
<0.384 10.2 12/20/19 20:57 KLBg/L0.384 12/18/19625.112-Chlorophenol
<0.320 10.2 12/20/19 20:57 KLBg/L0.320 12/18/19625.114-Chlorophenylphenylether
<0.221 5.10 12/20/19 20:57 KLBg/L0.221 12/18/19625.11Chrysene
<0.464 5.10 12/20/19 20:57 KLBg/L0.464 12/18/19625.11Dibenz(a,h)anthracene
0.776 10.2 12/20/19 20:57 KLBg/L0.467 12/18/19625.11JDi-n-butylphthalate
<0.472 5.10 12/20/19 20:57 KLBg/L0.472 12/18/19625.111,3-Dichlorobenzene
<0.391 5.10 12/20/19 20:57 KLBg/L0.391 12/18/19625.111,4-Dichlorobenzene
<0.468 5.10 12/20/19 20:57 KLBg/L0.468 12/18/19625.111,2-Dichlorobenzene
<0.366 10.2 12/20/19 20:57 KLBg/L0.366 12/18/19625.113,3-Dichlorobenzidine
<0.306 10.2 12/20/19 20:57 KLBg/L0.306 12/18/19625.112,4-Dichlorophenol
<0.230 10.2 12/20/19 20:57 KLBg/L0.230 12/18/19625.11Diethylphthalate
37.0 10.2 12/20/19 20:57 KLBg/L0.811 12/18/19625.112,4-Dimethylphenol
<0.313 10.2 12/20/19 20:57 KLBg/L0.313 12/18/19625.11Dimethylphthalate
<1.99 10.2 12/20/19 20:57 KLBg/L1.99 12/18/19625.114,6-Dinitro-2-methylphenol
<1.66 10.2 12/20/19 20:57 KLBg/L1.66 12/18/19625.112,4-Dinitrophenol
<0.334 10.2 12/20/19 20:57 KLBg/L0.334 12/18/19625.112,4-Dinitrotoluene
<0.353 10.2 12/20/19 20:57 KLBg/L0.353 12/18/19625.112,6-Dinitrotoluene
<0.533 10.2 12/20/19 20:57 KLBg/L0.533 12/18/19625.11Di-n-octylphthalate
<0.383 10.2 12/20/19 20:57 KLBg/L0.383 12/18/19625.111,2-Diphenylhydrazine/Azobenzene
<0.530 10.2 12/20/19 20:57 KLBg/L0.530 12/18/19625.11Bis(2-Ethylhexyl)phthalate
<0.303 5.10 12/20/19 20:57 KLBg/L0.303 12/18/19625.11Fluoranthene
<0.250 5.10 12/20/19 20:57 KLBg/L0.250 12/18/19625.11Fluorene
<0.442 10.2 12/20/19 20:57 KLBg/L0.442 12/18/19625.11Hexachlorobenzene
<0.604 10.2 12/20/19 20:57 KLBg/L0.604 12/18/19625.11Hexachlorobutadiene
<4.90 10.2 12/20/19 20:57 KLBg/L4.90 12/18/19625.11L-04Hexachlorocyclopentadiene
<0.540 10.2 12/20/19 20:57 KLBg/L0.540 12/18/19625.11Hexachloroethane
<0.524 5.10 12/20/19 20:57 KLBg/L0.524 12/18/19625.11Indeno(1,2,3-cd)pyrene
<0.306 10.2 12/20/19 20:57 KLBg/L0.306 12/18/19625.11Isophorone
Page 17 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-05
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 12/12/2019 16:00
AnalystAnalyzedDilutionFlag/QualRLResultsAnalyte
Date/Time
DL Units
Date
PreparedMethod
Semivolatile Organic Compounds by - GC/MS
345 25.5 12/21/19 12:24 KLBg/L2.26 12/18/19625.15Naphthalene
<0.418 10.2 12/20/19 20:57 KLBg/L0.418 12/18/19625.11Nitrobenzene
<0.423 10.2 12/20/19 20:57 KLBg/L0.423 12/18/19625.112-Nitrophenol
<0.640 10.2 12/20/19 20:57 KLBg/L0.640 12/18/19625.114-Nitrophenol
<1.87 10.2 12/20/19 20:57 KLBg/L1.87 12/18/19625.11N-Nitrosodimethylamine
<0.300 10.2 12/20/19 20:57 KLBg/L0.300 12/18/19625.11N-Nitrosodiphenylamine/Diphenylamine
<0.529 10.2 12/20/19 20:57 KLBg/L0.529 12/18/19625.11N-Nitrosodi-n-propylamine
<0.339 10.2 12/20/19 20:57 KLBg/L0.339 12/18/19625.11Pentachlorophenol
88.6 5.10 12/20/19 20:57 KLBg/L0.271 12/18/19625.112-Methylnaphthalene
<0.293 5.10 12/20/19 20:57 KLBg/L0.293 12/18/19625.11Phenanthrene
<0.465 10.2 12/20/19 20:57 KLBg/L0.465 12/18/19625.112-Methylphenol
<0.202 10.2 12/20/19 20:57 KLBg/L0.202 12/18/19625.11Phenol
<0.208 20.4 12/20/19 20:57 KLBg/L0.208 12/18/19625.113/4-Methylphenol
<0.260 5.10 12/20/19 20:57 KLBg/L0.260 12/18/19625.11Pyrene
<0.569 5.10 12/20/19 20:57 KLBg/L0.569 12/18/19625.111,2,4-Trichlorobenzene
<0.340 10.2 12/20/19 20:57 KLBg/L0.340 12/18/19625.112,4,6-Trichlorophenol
Surrogates % Recovery Recovery Limits Flag/Qual
2-Fluorophenol 50.6 12/20/19 20:5715-110
2-Fluorophenol 50.0 12/21/19 12:2415-110
Phenol-d6 46.2 12/20/19 20:5715-110
Phenol-d6 45.7 12/21/19 12:2415-110
Nitrobenzene-d5 77.2 12/20/19 20:5730-130
Nitrobenzene-d5 77.6 12/21/19 12:2430-130
2-Fluorobiphenyl 86.3 12/20/19 20:5730-130
2-Fluorobiphenyl 76.1 12/21/19 12:2430-130
2,4,6-Tribromophenol 108 12/20/19 20:5715-110
2,4,6-Tribromophenol 80.6 12/21/19 12:2415-110
p-Terphenyl-d14 78.5 12/20/19 20:5730-130
p-Terphenyl-d14 70.9 12/21/19 12:2430-130
Page 18 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Date Received: 12/12/2019
Work Order: 19L0578Sample Description:Project Location: Canton, NC
Sample ID: 19L0578-05
Field Sample #: MW-1
Sample Matrix: Ground Water
Sampled: 12/12/2019 16:00
Analyte MethodResponseDFUnitsRTResults
Tentatively Identified Compounds - SV Compounds (ESTIMATED VALUES REPORTED)
Date
AnalystAnalyzed
Date/Time
PreparedCAS #Q#
2-Cyclopenten-1-one 150 g/L 12.2774537040 000930-30-3 625.1 12/18/19 KLB12/20/19 20:5794
2-Cyclopenten-1-one, 2-methyl-140 g/L 12.6274191720 001120-73-6 625.1 12/18/19 KLB12/20/19 20:5791
2-Cyclopenten-1-one, 3-methyl-250 g/L 12.9077682500 002758-18-1 625.1 12/18/19 KLB12/20/19 20:5793
Benzene, 1,2,3-trimethyl-360 g/L 13.04411174400 000526-73-8 625.1 12/18/19 KLB12/20/19 20:5797
Benzene, 1-ethyl-2-methyl-180 g/L 12.8895610210 000611-14-3 625.1 12/18/19 KLB12/20/19 20:5795
Cyclopentanol, 1-methyl-190 g/L 12.0895902270 001462-03-9 625.1 12/18/19 KLB12/20/19 20:5791
Ethylbenzene 290 g/L 12.4269003730 000100-41-4 625.1 12/18/19 KLB12/20/19 20:5791
o-Xylene 420 g/L 12.58312857900 000095-47-6 625.1 12/18/19 KLB12/20/19 20:5797
Page 19 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Sample Extraction Data
Prep Method: SW-846 3510C-625.1
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B248656 12/18/19980 1.0019L0578-05 [MW-1]
B248656 12/18/19980 1.0019L0578-05RE1 [MW-1]
Prep Method: % Solids-SM 2540G
Lab Number [Field ID]Batch Date
B248370 12/13/1919L0578-01 [SS-1]
B248370 12/13/1919L0578-02 [SS-2]
B248370 12/13/1919L0578-03 [SS-3]
B248370 12/13/1919L0578-04 [SS-4]
Prep Method: SW-846 5030B-SM21-22 6200B
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B248338 12/13/190.02 5.0019L0578-05 [MW-1]
Prep Method: SW-846 3546-SW-846 8015C
Lab Number [Field ID]Batch DateInitial [g]Final [mL]
B248289 12/13/1930.3 1.0019L0578-01 [SS-1]
B248289 12/13/1930.2 1.0019L0578-02 [SS-2]
B248289 12/13/1930.2 1.0019L0578-03 [SS-3]
B248289 12/13/1930.2 1.0019L0578-04 [SS-4]
Prep Method: SW-846 5030B-SW-846 8015C
Lab Number [Field ID]Batch DateInitial [mL]Final [mL]
B248390 12/14/194.80 5.7019L0578-01 [SS-1]
B248390 12/14/195.20 5.8019L0578-02 [SS-2]
B248390 12/14/195.20 5.9019L0578-03 [SS-3]
B248390 12/14/194.90 5.7019L0578-04 [SS-4]
[TOC_1]Sample Preparation Information[TOC]
Page 20 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
[TOC_2]Volatile Organic Compounds by GC/MS[TOC]
Batch B248338 - SW-846 5030B
[TOC_3]B248338[TOC]
Blank (B248338-BLK1) Prepared: 12/13/19 Analyzed: 12/16/19
Acetone g/L50ND
Benzene g/L0.50ND
Bromobenzene g/L0.50ND
Bromochloromethane g/L0.50ND
Bromodichloromethane g/L0.50ND
Bromoform g/L0.50ND
Bromomethane g/L1.0ND
2-Butanone (MEK)g/L5.0ND
n-Butylbenzene g/L0.50ND
sec-Butylbenzene g/L0.50ND
tert-Butylbenzene g/L0.50ND
Carbon Tetrachloride g/L0.50ND
Chlorobenzene g/L0.50ND
Ethanol g/L50ND
Chlorodibromomethane g/L0.50ND
Chloroethane g/L0.50ND
Chloroform g/L0.50ND
Chloromethane g/L0.60ND
2-Chlorotoluene g/L0.50ND
4-Chlorotoluene g/L0.50ND
1,2-Dibromoethane (EDB)g/L0.50ND
1,2-Dichlorobenzene g/L0.50ND
1,3-Dichlorobenzene g/L0.50ND
1,4-Dichlorobenzene g/L0.50ND
Dichlorodifluoromethane (Freon 12)g/L0.50ND
1,1-Dichloroethane g/L0.50ND
1,2-Dichloroethane g/L0.50ND
1,1-Dichloroethylene g/L0.50ND
cis-1,2-Dichloroethylene g/L0.50ND
trans-1,2-Dichloroethylene g/L0.50ND
1,2-Dichloropropane g/L0.50ND
1,3-Dichloropropane g/L0.50ND
2,2-Dichloropropane g/L0.50ND
1,1-Dichloropropene g/L0.50ND
cis-1,3-Dichloropropene g/L0.50ND
trans-1,3-Dichloropropene g/L0.50ND
Diisopropyl Ether (DIPE)g/L0.50ND
Ethylbenzene g/L0.50ND
2-Hexanone (MBK)g/L5.0ND
Isopropylbenzene (Cumene)g/L0.50ND
p-Isopropyltoluene (p-Cymene)g/L0.50ND
Methyl tert-Butyl Ether (MTBE)g/L0.50ND
Methylene Chloride g/L5.0ND
4-Methyl-2-pentanone (MIBK)g/L5.0ND
Naphthalene g/L0.50ND
n-Propylbenzene g/L0.50ND
Styrene g/L0.50ND
1,1,2,2-Tetrachloroethane g/L0.50ND
Tetrachloroethylene g/L0.50ND
Toluene g/L0.50ND
1,2,3-Trichlorobenzene g/L1.0ND
1,2,4-Trichlorobenzene g/L0.50ND
[TOC_1]QC Data[TOC]
Page 21 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B248338 - SW-846 5030B
Blank (B248338-BLK1) Prepared: 12/13/19 Analyzed: 12/16/19
1,1,1-Trichloroethane g/L0.50ND
1,1,2-Trichloroethane g/L0.50ND
Trichloroethylene g/L0.50ND
Trichlorofluoromethane (Freon 11)g/L0.50ND
1,2,3-Trichloropropane g/L0.50ND
1,2,4-Trimethylbenzene g/L0.50ND
1,3,5-Trimethylbenzene g/L0.50ND
Vinyl Acetate g/L20ND
Vinyl Chloride g/L0.50ND
m+p Xylene g/L1.0ND
o-Xylene g/L0.50ND
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 93.423.3
g/L 25.0 70-130Surrogate: Toluene-d8 97.424.4
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 93.723.4
LCS (B248338-BS1) Prepared: 12/13/19 Analyzed: 12/16/19
Acetone g/L50 100 L-0770-130135*135
Benzene g/L0.50 10.0 70-13086.08.60
Bromobenzene g/L0.50 10.0 70-13010310.3
Bromochloromethane g/L0.50 10.0 70-13093.49.34
Bromodichloromethane g/L0.50 10.0 70-13010310.3
Bromoform g/L0.50 10.0 70-13011911.9
Bromomethane g/L1.0 10.0 60-14010210.2
2-Butanone (MEK)g/L5.0 100 70-130113113
n-Butylbenzene g/L0.50 10.0 70-13011111.1
sec-Butylbenzene g/L0.50 10.0 70-13010710.7
tert-Butylbenzene g/L0.50 10.0 70-13010710.7
Carbon Tetrachloride g/L0.50 10.0 70-13098.79.87
Chlorobenzene g/L0.50 10.0 70-13010410.4
Ethanol g/L50 100 L-0270-130153*153
Chlorodibromomethane g/L0.50 10.0 70-13097.79.77
Chloroethane g/L0.50 10.0 60-14095.49.54
Chloroform g/L0.50 10.0 70-13084.08.40
Chloromethane g/L0.60 10.0 60-14094.69.46
2-Chlorotoluene g/L0.50 10.0 70-13098.79.87
4-Chlorotoluene g/L0.50 10.0 70-13011111.1
1,2-Dibromoethane (EDB)g/L0.50 10.0 70-13010110.1
1,2-Dichlorobenzene g/L0.50 10.0 70-13010410.4
1,3-Dichlorobenzene g/L0.50 10.0 70-13010510.5
1,4-Dichlorobenzene g/L0.50 10.0 70-13010310.3
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 60-14091.59.15
1,1-Dichloroethane g/L0.50 10.0 70-13088.88.88
1,2-Dichloroethane g/L0.50 10.0 70-13010010.0
1,1-Dichloroethylene g/L0.50 10.0 70-13010610.6
cis-1,2-Dichloroethylene g/L0.50 10.0 70-13090.79.07
trans-1,2-Dichloroethylene g/L0.50 10.0 70-13093.69.36
1,2-Dichloropropane g/L0.50 10.0 70-13095.59.55
1,3-Dichloropropane g/L0.50 10.0 70-13098.89.88
2,2-Dichloropropane g/L0.50 10.0 70-13091.19.11
1,1-Dichloropropene g/L0.50 10.0 70-13094.69.46
cis-1,3-Dichloropropene g/L0.50 10.0 70-13010110.1
trans-1,3-Dichloropropene g/L0.50 10.0 70-13099.49.94
Page 22 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B248338 - SW-846 5030B
LCS (B248338-BS1) Prepared: 12/13/19 Analyzed: 12/16/19
Diisopropyl Ether (DIPE)g/L0.50 10.0 70-13010310.3
Ethylbenzene g/L0.50 10.0 70-13010910.9
2-Hexanone (MBK)g/L5.0 100 L-0770-130139*139
Isopropylbenzene (Cumene)g/L0.50 10.0 70-13011311.3
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 70-13010410.4
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 70-13094.99.49
Methylene Chloride g/L5.0 10.0 70-13099.89.98
4-Methyl-2-pentanone (MIBK)g/L5.0 100 L-0770-130141*141
Naphthalene g/L0.50 10.0 70-13011211.2
n-Propylbenzene g/L0.50 10.0 70-13011111.1
Styrene g/L0.50 10.0 70-13010210.2
1,1,2,2-Tetrachloroethane g/L0.50 10.0 70-13011411.4
Tetrachloroethylene g/L0.50 10.0 70-13011011.0
Toluene g/L0.50 10.0 70-13098.79.87
1,2,3-Trichlorobenzene g/L1.0 10.0 70-13010810.8
1,2,4-Trichlorobenzene g/L0.50 10.0 70-13011011.0
1,1,1-Trichloroethane g/L0.50 10.0 70-13097.59.75
1,1,2-Trichloroethane g/L0.50 10.0 70-13096.49.64
Trichloroethylene g/L0.50 10.0 70-13010010.0
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 70-13010710.7
1,2,3-Trichloropropane g/L0.50 10.0 70-13011811.8
1,2,4-Trimethylbenzene g/L0.50 10.0 70-13010210.2
1,3,5-Trimethylbenzene g/L0.50 10.0 70-13011011.0
Vinyl Acetate g/L20 100 70-130109109
Vinyl Chloride g/L0.50 10.0 L-0260-140333*33.3
m+p Xylene g/L1.0 20.0 70-13011022.1
o-Xylene g/L0.50 10.0 70-13011011.0
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 95.924.0
g/L 25.0 70-130Surrogate: Toluene-d8 97.224.3
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 97.724.4
LCS Dup (B248338-BSD1) Prepared: 12/13/19 Analyzed: 12/16/19
Acetone g/L50 100 2570-130118 13.7118
Benzene g/L0.50 10.0 2570-13085.0 1.178.50
Bromobenzene g/L0.50 10.0 2570-13096.9 6.499.69
Bromochloromethane g/L0.50 10.0 2570-13091.0 2.609.10
Bromodichloromethane g/L0.50 10.0 2570-130100 2.4610.0
Bromoform g/L0.50 10.0 2570-130102 14.710.2
Bromomethane g/L1.0 10.0 2560-14094.6 7.049.46
2-Butanone (MEK)g/L5.0 100 2570-130102 9.61102
n-Butylbenzene g/L0.50 10.0 2570-130111 0.45111.1
sec-Butylbenzene g/L0.50 10.0 2570-130108 0.84010.8
tert-Butylbenzene g/L0.50 10.0 2570-130108 1.7710.8
Carbon Tetrachloride g/L0.50 10.0 2570-13096.4 2.369.64
Chlorobenzene g/L0.50 10.0 2570-13098.4 6.019.84
Ethanol g/L50 100 25 L-0270-130155 0.942*155
Chlorodibromomethane g/L0.50 10.0 2570-13096.5 1.249.65
Chloroethane g/L0.50 10.0 2560-14095.4 0.009.54
Chloroform g/L0.50 10.0 2570-13083.0 1.208.30
Chloromethane g/L0.60 10.0 2560-14096.8 2.309.68
2-Chlorotoluene g/L0.50 10.0 2570-13095.2 3.619.52
4-Chlorotoluene g/L0.50 10.0 2570-130102 9.0210.2
Page 23 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Volatile Organic Compounds by GC/MS - Quality Control
QUALITY CONTROL
Batch B248338 - SW-846 5030B
LCS Dup (B248338-BSD1) Prepared: 12/13/19 Analyzed: 12/16/19
1,2-Dibromoethane (EDB)g/L0.50 10.0 2570-13095.5 5.709.55
1,2-Dichlorobenzene g/L0.50 10.0 2570-130104 0.28810.4
1,3-Dichlorobenzene g/L0.50 10.0 2570-130104 1.5310.4
1,4-Dichlorobenzene g/L0.50 10.0 2570-130100 2.1710.0
Dichlorodifluoromethane (Freon 12)g/L0.50 10.0 2560-14086.7 5.398.67
1,1-Dichloroethane g/L0.50 10.0 2570-13086.2 2.978.62
1,2-Dichloroethane g/L0.50 10.0 2570-13098.1 2.429.81
1,1-Dichloroethylene g/L0.50 10.0 2570-130102 4.0310.2
cis-1,2-Dichloroethylene g/L0.50 10.0 2570-13088.8 2.128.88
trans-1,2-Dichloroethylene g/L0.50 10.0 2570-13092.0 1.729.20
1,2-Dichloropropane g/L0.50 10.0 2570-13094.3 1.269.43
1,3-Dichloropropane g/L0.50 10.0 2570-13094.8 4.139.48
2,2-Dichloropropane g/L0.50 10.0 2570-13084.1 7.998.41
1,1-Dichloropropene g/L0.50 10.0 2570-13090.1 4.879.01
cis-1,3-Dichloropropene g/L0.50 10.0 2570-13099.1 1.909.91
trans-1,3-Dichloropropene g/L0.50 10.0 2570-13094.0 5.589.40
Diisopropyl Ether (DIPE)g/L0.50 10.0 2570-130103 0.097210.3
Ethylbenzene g/L0.50 10.0 2570-130106 2.6010.6
2-Hexanone (MBK)g/L5.0 100 2570-130125 10.6125
Isopropylbenzene (Cumene)g/L0.50 10.0 2570-130106 6.1310.6
p-Isopropyltoluene (p-Cymene)g/L0.50 10.0 2570-130104 0.19310.4
Methyl tert-Butyl Ether (MTBE)g/L0.50 10.0 2570-13081.8 14.88.18
Methylene Chloride g/L5.0 10.0 2570-13093.1 6.959.31
4-Methyl-2-pentanone (MIBK)g/L5.0 100 2570-130125 11.5125
Naphthalene g/L0.50 10.0 2570-130105 6.5410.5
n-Propylbenzene g/L0.50 10.0 2570-130107 3.9410.7
Styrene g/L0.50 10.0 2570-13098.0 4.209.80
1,1,2,2-Tetrachloroethane g/L0.50 10.0 2570-130106 7.5310.6
Tetrachloroethylene g/L0.50 10.0 2570-130106 3.9810.6
Toluene g/L0.50 10.0 2570-13095.5 3.309.55
1,2,3-Trichlorobenzene g/L1.0 10.0 2570-130105 2.4510.5
1,2,4-Trichlorobenzene g/L0.50 10.0 2570-130113 2.1511.3
1,1,1-Trichloroethane g/L0.50 10.0 2570-13096.1 1.459.61
1,1,2-Trichloroethane g/L0.50 10.0 2570-13094.8 1.679.48
Trichloroethylene g/L0.50 10.0 2570-13095.2 5.429.52
Trichlorofluoromethane (Freon 11)g/L0.50 10.0 2570-130103 3.5310.3
1,2,3-Trichloropropane g/L0.50 10.0 2570-130104 12.410.4
1,2,4-Trimethylbenzene g/L0.50 10.0 2570-13099.4 2.399.94
1,3,5-Trimethylbenzene g/L0.50 10.0 2570-130105 5.2110.5
Vinyl Acetate g/L20 100 2570-130100 8.22100
Vinyl Chloride g/L0.50 10.0 25 L-0260-140328 1.76*32.8
m+p Xylene g/L1.0 20.0 2570-130105 4.9721.0
o-Xylene g/L0.50 10.0 2570-130107 3.4110.7
g/L 25.0 70-130Surrogate: 1,2-Dichloroethane-d4 96.724.2
g/L 25.0 70-130Surrogate: Toluene-d8 96.624.2
g/L 25.0 70-130Surrogate: 4-Bromofluorobenzene 95.924.0
Page 24 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by - GC/MS - Quality Control
QUALITY CONTROL
[TOC_2]Semivolatile Organic Compounds by - GC/MS[TOC]
Batch B248656 - SW-846 3510C
[TOC_3]B248656[TOC]
Blank (B248656-BLK1) Prepared: 12/18/19 Analyzed: 12/20/19
Acenaphthene g/L5.00ND
Acenaphthylene g/L5.00ND
Anthracene g/L5.00ND
Benzidine g/L20.0 V-04, V-35ND
Benzo(a)anthracene g/L5.00ND
Benzo(a)pyrene g/L5.00ND
Benzo(b)fluoranthene g/L5.00ND
Benzo(g,h,i)perylene g/L5.00ND
Benzo(k)fluoranthene g/L5.00ND
4-Bromophenylphenylether g/L10.0ND
Butylbenzylphthalate g/L10.0ND
4-Chloro-3-methylphenol g/L10.0ND
Bis(2-chloroethoxy)methane g/L10.0ND
Bis(2-chloroethyl)ether g/L10.0ND
Bis(2-chloroisopropyl)ether g/L10.0ND
2-Chloronaphthalene g/L10.0ND
2-Chlorophenol g/L10.0ND
4-Chlorophenylphenylether g/L10.0ND
Chrysene g/L5.00ND
Dibenz(a,h)anthracene g/L5.00ND
Di-n-butylphthalate g/L10.0ND
1,3-Dichlorobenzene g/L5.00ND
1,4-Dichlorobenzene g/L5.00ND
1,2-Dichlorobenzene g/L5.00ND
3,3-Dichlorobenzidine g/L10.0ND
2,4-Dichlorophenol g/L10.0ND
Diethylphthalate g/L10.0ND
2,4-Dimethylphenol g/L10.0ND
Dimethylphthalate g/L10.0ND
4,6-Dinitro-2-methylphenol g/L10.0ND
2,4-Dinitrophenol g/L10.0ND
2,4-Dinitrotoluene g/L10.0ND
2,6-Dinitrotoluene g/L10.0ND
Di-n-octylphthalate g/L10.0ND
1,2-Diphenylhydrazine/Azobenzene g/L10.0ND
Bis(2-Ethylhexyl)phthalate g/L10.0ND
Fluoranthene g/L5.00ND
Fluorene g/L5.00ND
Hexachlorobenzene g/L10.0ND
Hexachlorobutadiene g/L10.0ND
Hexachlorocyclopentadiene g/L10.0 L-04ND
Hexachloroethane g/L10.0ND
Indeno(1,2,3-cd)pyrene g/L5.00ND
Isophorone g/L10.0ND
Naphthalene g/L5.00ND
Nitrobenzene g/L10.0ND
2-Nitrophenol g/L10.0ND
4-Nitrophenol g/L10.0ND
N-Nitrosodimethylamine g/L10.0ND
N-Nitrosodiphenylamine/Diphenylamine g/L10.0ND
N-Nitrosodi-n-propylamine g/L10.0ND
Pentachlorophenol g/L10.0ND
Page 25 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by - GC/MS - Quality Control
QUALITY CONTROL
Batch B248656 - SW-846 3510C
Blank (B248656-BLK1) Prepared: 12/18/19 Analyzed: 12/20/19
2-Methylnaphthalene g/L5.00ND
Phenanthrene g/L5.00ND
2-Methylphenol g/L10.0ND
Phenol g/L10.0ND
3/4-Methylphenol g/L20.0ND
Pyrene g/L5.00ND
1,2,4-Trichlorobenzene g/L5.00ND
2,4,6-Trichlorophenol g/L10.0ND
g/L 200 15-110Surrogate: 2-Fluorophenol 47.093.9
g/L 200 15-110Surrogate: Phenol-d6 33.967.8
g/L 100 30-130Surrogate: Nitrobenzene-d5 63.563.5
g/L 100 30-130Surrogate: 2-Fluorobiphenyl 75.075.0
g/L 200 15-110Surrogate: 2,4,6-Tribromophenol 73.3147
g/L 100 30-130Surrogate: p-Terphenyl-d14 67.267.2
LCS (B248656-BS1) Prepared: 12/18/19 Analyzed: 12/20/19
Acenaphthene g/L5.00 50.0 47-14564.432.2
Acenaphthylene g/L5.00 50.0 33-14568.834.4
Anthracene g/L5.00 50.0 27-13373.836.9
Benzidine g/L20.0 50.0 V-04, V-3540-14010552.4
Benzo(a)anthracene g/L5.00 50.0 33-14370.535.3
Benzo(a)pyrene g/L5.00 50.0 17-16368.534.2
Benzo(b)fluoranthene g/L5.00 50.0 24-15968.134.0
Benzo(g,h,i)perylene g/L5.00 50.0 10-21972.536.3
Benzo(k)fluoranthene g/L5.00 50.0 11-16270.035.0
4-Bromophenylphenylether g/L10.0 50.0 53-12766.033.0
Butylbenzylphthalate g/L10.0 50.0 10-15269.234.6
4-Chloro-3-methylphenol g/L10.0 50.0 22-14768.734.3
Bis(2-chloroethoxy)methane g/L10.0 50.0 33-18469.134.5
Bis(2-chloroethyl)ether g/L10.0 50.0 12-15866.333.1
Bis(2-chloroisopropyl)ether g/L10.0 50.0 36-16669.834.9
2-Chloronaphthalene g/L10.0 50.0 L-0760-12059.7 *29.9
2-Chlorophenol g/L10.0 50.0 23-13465.832.9
4-Chlorophenylphenylether g/L10.0 50.0 25-15864.432.2
Chrysene g/L5.00 50.0 17-16869.334.7
Dibenz(a,h)anthracene g/L5.00 50.0 10-22772.336.2
Di-n-butylphthalate g/L10.0 50.0 10-12070.235.1
1,3-Dichlorobenzene g/L5.00 50.0 10-17250.925.4
1,4-Dichlorobenzene g/L5.00 50.0 20-12451.525.8
1,2-Dichlorobenzene g/L5.00 50.0 32-12952.826.4
3,3-Dichlorobenzidine g/L10.0 50.0 10-26278.139.0
2,4-Dichlorophenol g/L10.0 50.0 39-13564.132.0
Diethylphthalate g/L10.0 50.0 10-12066.133.0
2,4-Dimethylphenol g/L10.0 50.0 32-12065.532.7
Dimethylphthalate g/L10.0 50.0 10-12068.534.2
4,6-Dinitro-2-methylphenol g/L10.0 50.0 10-18183.341.6
2,4-Dinitrophenol g/L10.0 50.0 10-19173.736.9
2,4-Dinitrotoluene g/L10.0 50.0 39-13979.839.9
2,6-Dinitrotoluene g/L10.0 50.0 50-15878.839.4
Di-n-octylphthalate g/L10.0 50.0 4-14663.731.9
1,2-Diphenylhydrazine/Azobenzene g/L10.0 50.0 40-14072.936.5
Bis(2-Ethylhexyl)phthalate g/L10.0 50.0 8-15867.833.9
Page 26 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by - GC/MS - Quality Control
QUALITY CONTROL
Batch B248656 - SW-846 3510C
LCS (B248656-BS1) Prepared: 12/18/19 Analyzed: 12/20/19
Fluoranthene g/L5.00 50.0 26-13775.837.9
Fluorene g/L5.00 50.0 59-12170.135.0
Hexachlorobenzene g/L10.0 50.0 10-15270.135.0
Hexachlorobutadiene g/L10.0 50.0 24-12045.222.6
Hexachlorocyclopentadiene g/L10.0 50.0 L-0440-14030.9 *15.5
Hexachloroethane g/L10.0 50.0 40-12048.424.2
Indeno(1,2,3-cd)pyrene g/L5.00 50.0 10-17177.438.7
Isophorone g/L10.0 50.0 21-19672.536.2
Naphthalene g/L5.00 50.0 21-13360.530.2
Nitrobenzene g/L10.0 50.0 35-18070.535.2
2-Nitrophenol g/L10.0 50.0 29-18276.838.4
4-Nitrophenol g/L10.0 50.0 10-13248.424.2
N-Nitrosodimethylamine g/L10.0 50.0 40-14041.220.6
N-Nitrosodiphenylamine/Diphenylamine g/L10.0 50.0 40-14072.736.4
N-Nitrosodi-n-propylamine g/L10.0 50.0 10-23070.535.3
Pentachlorophenol g/L10.0 50.0 14-17650.925.4
2-Methylnaphthalene g/L5.00 50.0 40-14065.933.0
Phenanthrene g/L5.00 50.0 54-12072.836.4
2-Methylphenol g/L10.0 50.0 40-14061.330.6
Phenol g/L10.0 50.0 5-12040.320.2
3/4-Methylphenol g/L20.0 50.0 40-14059.129.6
Pyrene g/L5.00 50.0 52-12068.534.3
1,2,4-Trichlorobenzene g/L5.00 50.0 44-14251.525.7
2,4,6-Trichlorophenol g/L10.0 50.0 37-14467.433.7
g/L 200 15-110Surrogate: 2-Fluorophenol 49.298.3
g/L 200 15-110Surrogate: Phenol-d6 35.871.7
g/L 100 30-130Surrogate: Nitrobenzene-d5 69.169.1
g/L 100 30-130Surrogate: 2-Fluorobiphenyl 83.583.5
g/L 200 15-110Surrogate: 2,4,6-Tribromophenol 83.5167
g/L 100 30-130Surrogate: p-Terphenyl-d14 73.273.2
LCS Dup (B248656-BSD1) Prepared: 12/18/19 Analyzed: 12/20/19
Acenaphthene g/L5.00 50.0 4847-14570.5 8.9335.2
Acenaphthylene g/L5.00 50.0 7433-14575.7 9.4437.8
Anthracene g/L5.00 50.0 6627-13379.2 7.0839.6
Benzidine g/L20.0 50.0 30 V-04, V-3540-14051.7 67.9 *25.8
Benzo(a)anthracene g/L5.00 50.0 5333-14376.4 7.9838.2
Benzo(a)pyrene g/L5.00 50.0 7217-16374.9 8.9537.5
Benzo(b)fluoranthene g/L5.00 50.0 7124-15973.9 8.1436.9
Benzo(g,h,i)perylene g/L5.00 50.0 9710-21978.4 7.7139.2
Benzo(k)fluoranthene g/L5.00 50.0 6311-16276.8 9.2438.4
4-Bromophenylphenylether g/L10.0 50.0 4353-12773.5 10.736.8
Butylbenzylphthalate g/L10.0 50.0 6010-15274.8 7.6937.4
4-Chloro-3-methylphenol g/L10.0 50.0 7322-14775.3 9.1737.6
Bis(2-chloroethoxy)methane g/L10.0 50.0 5433-18475.8 9.3337.9
Bis(2-chloroethyl)ether g/L10.0 50.0 10812-15873.0 9.6536.5
Bis(2-chloroisopropyl)ether g/L10.0 50.0 7636-16675.2 7.4037.6
2-Chloronaphthalene g/L10.0 50.0 2460-12063.5 6.2031.8
2-Chlorophenol g/L10.0 50.0 6123-13474.0 11.837.0
4-Chlorophenylphenylether g/L10.0 50.0 6125-15872.5 11.736.2
Chrysene g/L5.00 50.0 8717-16876.1 9.3238.0
Dibenz(a,h)anthracene g/L5.00 50.0 12610-22777.7 7.1538.8
Page 27 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Semivolatile Organic Compounds by - GC/MS - Quality Control
QUALITY CONTROL
Batch B248656 - SW-846 3510C
LCS Dup (B248656-BSD1) Prepared: 12/18/19 Analyzed: 12/20/19
Di-n-butylphthalate g/L10.0 50.0 4710-12075.2 6.9637.6
1,3-Dichlorobenzene g/L5.00 50.0 3010-17257.5 12.228.8
1,4-Dichlorobenzene g/L5.00 50.0 3020-12458.9 13.429.5
1,2-Dichlorobenzene g/L5.00 50.0 3032-12960.9 14.130.4
3,3-Dichlorobenzidine g/L10.0 50.0 10810-26284.2 7.5942.1
2,4-Dichlorophenol g/L10.0 50.0 5039-13571.3 10.735.7
Diethylphthalate g/L10.0 50.0 10010-12073.0 9.9236.5
2,4-Dimethylphenol g/L10.0 50.0 5832-12073.3 11.336.7
Dimethylphthalate g/L10.0 50.0 18310-12074.4 8.3737.2
4,6-Dinitro-2-methylphenol g/L10.0 50.0 20310-18189.7 7.4744.9
2,4-Dinitrophenol g/L10.0 50.0 13210-19180.1 8.2940.1
2,4-Dinitrotoluene g/L10.0 50.0 4239-13985.5 6.9742.8
2,6-Dinitrotoluene g/L10.0 50.0 4850-15887.0 9.8743.5
Di-n-octylphthalate g/L10.0 50.0 694-14667.5 5.7033.7
1,2-Diphenylhydrazine/Azobenzene g/L10.0 50.0 3040-14077.6 6.2238.8
Bis(2-Ethylhexyl)phthalate g/L10.0 50.0 828-15872.2 6.3436.1
Fluoranthene g/L5.00 50.0 6626-13780.5 6.0140.3
Fluorene g/L5.00 50.0 3859-12176.6 8.8438.3
Hexachlorobenzene g/L10.0 50.0 5510-15277.2 9.6738.6
Hexachlorobutadiene g/L10.0 50.0 6224-12052.1 14.126.0
Hexachlorocyclopentadiene g/L10.0 50.0 30 L-0440-14036.3 16.1*18.2
Hexachloroethane g/L10.0 50.0 5240-12055.3 13.427.6
Indeno(1,2,3-cd)pyrene g/L5.00 50.0 9910-17182.9 6.7941.4
Isophorone g/L10.0 50.0 9321-19680.0 9.8640.0
Naphthalene g/L5.00 50.0 6521-13368.4 12.334.2
Nitrobenzene g/L10.0 50.0 6235-18077.1 8.9438.6
2-Nitrophenol g/L10.0 50.0 5529-18286.2 11.543.1
4-Nitrophenol g/L10.0 50.0 13110-13251.3 5.9825.7
N-Nitrosodimethylamine g/L10.0 50.0 3040-14043.4 5.1521.7
N-Nitrosodiphenylamine/Diphenylamine g/L10.0 50.0 3040-14078.7 7.9239.4
N-Nitrosodi-n-propylamine g/L10.0 50.0 8710-23078.4 10.639.2
Pentachlorophenol g/L10.0 50.0 8614-17656.0 9.5828.0
2-Methylnaphthalene g/L5.00 50.0 3040-14074.2 11.837.1
Phenanthrene g/L5.00 50.0 3954-12078.8 7.9739.4
2-Methylphenol g/L10.0 50.0 3040-14070.5 14.035.2
Phenol g/L10.0 50.0 645-12044.7 10.322.4
3/4-Methylphenol g/L20.0 50.0 3040-14066.0 11.033.0
Pyrene g/L5.00 50.0 4952-12075.1 9.0837.5
1,2,4-Trichlorobenzene g/L5.00 50.0 5044-14259.3 14.129.6
2,4,6-Trichlorophenol g/L10.0 50.0 5837-14474.3 9.6937.1
g/L 200 15-110Surrogate: 2-Fluorophenol 54.9110
g/L 200 15-110Surrogate: Phenol-d6 40.681.2
g/L 100 30-130Surrogate: Nitrobenzene-d5 75.675.6
g/L 100 30-130Surrogate: 2-Fluorobiphenyl 92.492.4
g/L 200 15-110Surrogate: 2,4,6-Tribromophenol 95.1190
g/L 100 30-130Surrogate: p-Terphenyl-d14 80.780.7
Page 28 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Tentatively Identified Compounds - SV Compounds (ESTIMATED VALUES REPORTED) - Quality Control
QUALITY CONTROL
entatively Identified Compounds - SV Compounds (ESTIMATED VALUES REPORTED)[TOC]
Batch B248656 - SW-846 3510C
[TOC_3]B248656[TOC]
Blank (B248656-BLK1) Prepared: 12/18/19 Analyzed: 12/20/19
No TICs Found g/L0.0
Page 29 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
Result Limit
Reporting
Units Level
Spike
Result
Source
%REC
%REC
Limits RPD
RPD
Limit Notes Analyte
Petroleum Hydrocarbons Analyses - Quality Control
QUALITY CONTROL
[TOC_2]Petroleum Hydrocarbons Analyses[TOC]
Batch B248289 - SW-846 3546
[TOC_3]B248289[TOC]
Blank (B248289-BLK1) Prepared: 12/13/19 Analyzed: 12/15/19
Diesel Range Organics mg/Kg wet8.3ND
mg/Kg wet 3.33 40-140Surrogate: 2-Fluorobiphenyl 75.72.52
LCS (B248289-BS1) Prepared: 12/13/19 Analyzed: 12/15/19
Diesel Range Organics mg/Kg wet8.3 33.3 40-14075.825.3
mg/Kg wet 3.33 40-140Surrogate: 2-Fluorobiphenyl 63.92.13
LCS Dup (B248289-BSD1) Prepared: 12/13/19 Analyzed: 12/15/19
Diesel Range Organics mg/Kg wet8.3 33.3 40-14079.0 4.1626.3
mg/Kg wet 3.33 40-140Surrogate: 2-Fluorobiphenyl 65.92.20
Batch B248390 - SW-846 5030B
[TOC_3]B248390[TOC]
Blank (B248390-BLK1) Prepared & Analyzed: 12/14/19
Gasoline Range Organics (GRO)mg/Kg wet1.0ND
g/L 15.0 70-130Surrogate: 1-Chloro-3-fluorobenzene 10015.1
LCS (B248390-BS1) Prepared & Analyzed: 12/14/19
Gasoline Range Organics (GRO)mg/Kg wet0.010 0.250 80-12085.50.214
g/L 15.0 70-130Surrogate: 1-Chloro-3-fluorobenzene 10115.1
LCS Dup (B248390-BSD1) Prepared & Analyzed: 12/14/19
Gasoline Range Organics (GRO)mg/Kg wet0.010 0.250 3080-12081.1 5.220.203
g/L 15.0 70-130Surrogate: 1-Chloro-3-fluorobenzene 10816.1
Page 30 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
FLAG/QUALIFIER SUMMARY
*QC result is outside of established limits.
Wide recovery limits established for difficult compound.
Wide RPD limits established for difficult compound.
#Data exceeded client recommended or regulatory level
Percent recoveries and relative percent differences (RPDs) are determined by the software using values in the
calculation which have not been rounded.
No results have been blank subtracted unless specified in the case narrative section.
RL Reporting Limit is at the level of quantitation (LOQ)
DL Detection Limit is the lower limit of detection determined by the MDL study
MCL Maximum Contaminant Level
ND Not Detected
Detected but below the Reporting Limit (lowest calibration standard); therefore, result is an estimated
concentration (CLP J-Flag).
J
Laboratory fortified blank/laboratory control sample recovery and duplicate recoveries outside of control limits.
Data validation is not affected since all results are "not detected" for associated samples in this batch and bias is
on the high side.
L-02
Laboratory fortified blank/laboratory control sample recovery and duplicate recovery are outside of control limits.
Reported value for this compound is likely to be biased on the low side.
L-04
Either laboratory fortified blank/laboratory control sample or duplicate recovery is outside of control limits, but
the other is within limits. RPD between the two LFB/LCS results is within method specified criteria.
L-07
Elevated reporting limit due to high concentration of target compounds.RL-11
The surrogate recovery for this sample is not available due to sample dilution below the surrogate reporting limit
required from high analyte concentration and/or matrix interferences.
S-01
Initial calibration did not meet method specifications. Compound was calibrated using a response factor where
%RSD is outside of method specified criteria. Reported result is estimated.
V-04
Initial calibration verification (ICV) did not meet method specifications and was biased on the high side for this
compound. Reported result is estimated.
V-35
[TOC_1]Flag/Qualifier Summary[TOC]
Page 31 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
625.1 in Water
CT,MA,NH,NY,NC,RI,ME,VAAcenaphthene
CT,MA,NH,NY,NC,RI,ME,VAAcenaphthylene
CT,MA,NH,NY,NC,RI,ME,VAAnthracene
CT,MA,NH,NY,NC,RI,ME,VABenzidine
CT,MA,NH,NY,NC,RI,ME,VABenzo(a)anthracene
CT,MA,NH,NY,NC,RI,ME,VABenzo(a)pyrene
CT,MA,NH,NY,NC,RI,ME,VABenzo(b)fluoranthene
CT,MA,NH,NY,NC,RI,ME,VABenzo(g,h,i)perylene
CT,MA,NH,NY,NC,RI,ME,VABenzo(k)fluoranthene
CT,MA,NH,NY,NC,RI,ME,VA4-Bromophenylphenylether
CT,MA,NH,NY,NC,RI,ME,VAButylbenzylphthalate
CT,MA,NH,NY,NC,RI,VA4-Chloro-3-methylphenol
CT,MA,NH,NY,NC,RI,ME,VABis(2-chloroethoxy)methane
CT,MA,NH,NY,NC,RI,ME,VABis(2-chloroethyl)ether
CT,MA,NH,NY,NC,RI,ME,VABis(2-chloroisopropyl)ether
CT,MA,NH,NY,NC,RI,ME,VA2-Chloronaphthalene
CT,MA,NH,NY,NC,RI,ME,VA2-Chlorophenol
CT,MA,NH,NY,NC,RI,ME,VA4-Chlorophenylphenylether
CT,MA,NH,NY,NC,RI,ME,VAChrysene
CT,MA,NH,NY,NC,RI,ME,VADibenz(a,h)anthracene
CT,MA,NH,NY,NC,RI,ME,VADi-n-butylphthalate
MA,NC1,3-Dichlorobenzene
MA,NC1,4-Dichlorobenzene
MA,NC1,2-Dichlorobenzene
CT,MA,NH,NY,NC,RI,ME,VA3,3-Dichlorobenzidine
CT,MA,NH,NY,NC,RI,ME,VA2,4-Dichlorophenol
CT,MA,NH,NY,NC,RI,ME,VADiethylphthalate
CT,MA,NH,NY,NC,RI,ME,VA2,4-Dimethylphenol
CT,MA,NH,NY,NC,RI,ME,VADimethylphthalate
CT,MA,NH,NY,NC,RI,ME,VA4,6-Dinitro-2-methylphenol
CT,MA,NH,NY,NC,RI,ME,VA2,4-Dinitrophenol
CT,MA,NH,NY,NC,RI,ME,VA2,4-Dinitrotoluene
CT,MA,NH,NY,NC,RI,ME,VA2,6-Dinitrotoluene
CT,MA,NH,NY,NC,RI,ME,VADi-n-octylphthalate
NC1,2-Diphenylhydrazine/Azobenzene
CT,MA,NH,NY,NC,RI,ME,VABis(2-Ethylhexyl)phthalate
CT,MA,NH,NY,NC,RI,ME,VAFluoranthene
CT,MA,NH,NY,NC,RI,ME,VAFluorene
CT,MA,NH,NY,NC,RI,ME,VAHexachlorobenzene
CT,MA,NH,NY,NC,RI,ME,VAHexachlorobutadiene
CT,MA,NH,NY,NC,RI,ME,VAHexachlorocyclopentadiene
CT,MA,NH,NY,NC,RI,ME,VAHexachloroethane
CT,MA,NH,NY,NC,RI,ME,VAIndeno(1,2,3-cd)pyrene
CT,MA,NH,NY,NC,RI,ME,VAIsophorone
CT,MA,NH,NY,NC,RI,ME,VANaphthalene
CT,MA,NH,NY,NC,RI,ME,VANitrobenzene
CT,MA,NH,NY,NC,RI,ME,VA2-Nitrophenol
[TOC_1]Certifications[TOC]
Page 32 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
625.1 in Water
CT,MA,NH,NY,NC,RI,ME,VA4-Nitrophenol
CT,MA,NH,NY,NC,RI,ME,VAN-Nitrosodimethylamine
CT,MA,NH,NY,NC,RI,ME,VAN-Nitrosodi-n-propylamine
CT,MA,NH,NY,NC,RI,ME,VAPentachlorophenol
NC2-Methylnaphthalene
CT,MA,NH,NY,NC,RI,ME,VAPhenanthrene
NY,NC2-Methylphenol
CT,MA,NH,NY,NC,RI,ME,VAPhenol
NY,NC3/4-Methylphenol
CT,MA,NH,NY,NC,RI,ME,VAPyrene
CT,MA,NH,NY,NC,RI,ME,VA1,2,4-Trichlorobenzene
CT,MA,NH,NY,NC,RI,ME,VA2,4,6-Trichlorophenol
NC2-Fluorophenol
SM21-22 6200B in Water
NCAcetone
NCBenzene
NCBromobenzene
NCBromochloromethane
NCBromodichloromethane
NCBromoform
NCBromomethane
NC2-Butanone (MEK)
NCn-Butylbenzene
NCsec-Butylbenzene
NCtert-Butylbenzene
NCCarbon Tetrachloride
NCChlorobenzene
NCEthanol
NCChlorodibromomethane
NCChloroethane
NCChloroform
NCChloromethane
NC2-Chlorotoluene
NC4-Chlorotoluene
NC1,2-Dibromoethane (EDB)
NC1,2-Dichlorobenzene
NC1,3-Dichlorobenzene
NC1,4-Dichlorobenzene
NCDichlorodifluoromethane (Freon 12)
NC1,1-Dichloroethane
NC1,2-Dichloroethane
NC1,1-Dichloroethylene
NCcis-1,2-Dichloroethylene
NCtrans-1,2-Dichloroethylene
NC1,2-Dichloropropane
NC1,3-Dichloropropane
Page 33 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
CertificationsAnalyte
CERTIFICATIONS
Certified Analyses included in this Report
SM21-22 6200B in Water
NC2,2-Dichloropropane
NC1,1-Dichloropropene
NCcis-1,3-Dichloropropene
NCtrans-1,3-Dichloropropene
NCDiisopropyl Ether (DIPE)
NCEthylbenzene
NC2-Hexanone (MBK)
NCIsopropylbenzene (Cumene)
NCp-Isopropyltoluene (p-Cymene)
NCMethyl tert-Butyl Ether (MTBE)
NCMethylene Chloride
NC4-Methyl-2-pentanone (MIBK)
NCNaphthalene
NCn-Propylbenzene
NCStyrene
NC1,1,2,2-Tetrachloroethane
NCTetrachloroethylene
NCToluene
NC1,2,3-Trichlorobenzene
NC1,2,4-Trichlorobenzene
NC1,1,1-Trichloroethane
NC1,1,2-Trichloroethane
NCTrichloroethylene
NCTrichlorofluoromethane (Freon 11)
NC1,2,3-Trichloropropane
NC1,2,4-Trimethylbenzene
NC1,3,5-Trimethylbenzene
NCVinyl Acetate
NCVinyl Chloride
NCm+p Xylene
NCo-Xylene
SW-846 8015C in Soil
NY,VA,NH,NCGasoline Range Organics (GRO)
NY,VA,NH,NCDiesel Range Organics
Page 34 of 38
Table of Contents
39 Spruce Street * East Longmeadow, MA 01028 * FAX [phone] * TEL. [phone]
The CON-TEST Environmental Laboratory operates under the following certifications and accreditations:
Code Description Number Expires
100033AIHA-LAP, LLC - ISO17025:2017AIHA 03/1/2022
M-MA100Massachusetts DEPMA 06/30/2020
PH-0567Connecticut Department of Publilc HealthCT 09/30/2021
10899 NELAPNew York State Department of HealthNY 04/1/2020
2516 NELAPNew Hampshire Environmental LabNH-S 02/5/2020
LAO00112Rhode Island Department of HealthRI 12/30/2019
652North Carolina Div. of Water QualityNC 12/31/2020
MA007 NELAPNew Jersey DEPNJ 06/30/2020
E871027 NELAPFlorida Department of HealthFL 06/30/2020
LL015036Vermont Department of Health Lead LaboratoryVT 07/30/2020
2011028State of MaineME 06/9/2021
460217Commonwealth of VirginiaVA 12/14/2020
2557 NELAPNew Hampshire Environmental LabNH-P 09/6/2020
VT-255716Vermont Department of Health Drinking WaterVT-DW 06/12/2020
25703North Carolina Department of HealthNC-DW 07/31/2020
68-05812Commonwealth of Pennsylvania DEPPA 06/30/2020
Page 35 of 38
Table of Contents
Analyze SVOCs by 625 plus TICs for sample -05 per Ashley B. -KKM 12/18/19Page 36 of 38
Table of Contents
Page 37 of 38
Table of Contents
Page 38 of 38
Table of Contents

Appendix B
Well Construction Records, Field Notes, and
Photographic Record

Robert Miller
2675
SAEDACCO Inc
X
12-12-2019 MW-1
Woods Grocery
1370 Newfound Rd. , Canton, NC, 28716
Haywood
X
X
1
65'
8"
4.25" HSA
0 50' 2"SCH40 PVC
50' 65' 2" .010 SCH40 PVC
0 46' Portland/BentoniteTrimi
48' 65' Silica Sand 20/30
0 65'brown silt
Two feet bentonite seal from 46'to 48'
12/16/2019
Job Name:
Site Loc.:
Driller:MW-1Red Brown SILT 0-5 ft
Red Brown Micaceous SILT 5-10 ft
Light Brown Micaceous SILT 10-30 ft
0-50 ft 2" Dia.
PVC Casing
0-46 ft Portland Cement/Bentonite Slurry
32
33
WELL CONSTRUCTION LOG
Well ID:MW-1 Wood's Grocery Job #:02171214.60
Date:December 12, 2019 Canton, Haywood County, NC TOC EL:NM
WR Rep:A. Barham SAEDACCO GW EL:58.60
263049.19 NC NAD83 Northing:206139.89
Depth in
Feet Soil Description
(Field USCS Classification)
Well Construction
0 Ground Surface
1
6
NC NAD83 Easting:
2
3
4
5
20
14
7
8
9
10
22
11
12
13
26
15
16
24
21
28
29
25
17
18
19
23
31
30
27
Notes:
Brown SILT 30-40 ft
Dark Brown SILT 40-55 ft
Dark Brown Moist SILT
Dark Brown Wet SILT
55-60 ft
60-65 ft
62
63
64
65
50-65 ft 2" Dia.
0.010-Slot PVC
Well Screen
48-65 ft Clean-Washed Torpedo SAND
46-48ft Bentonite
56
57
58
59
60
61
50
51
52
53
54
55
44
45
46
47
48
49
38
39
40
41
42
43
34
35
36
37
115 MacKenan Drive Cary, North Carolina 27511 tel:[phone] fax:[phone] www.withersravenel.com
2.) BLS - Below Land Surface 58.60= Groundwater Level (Measured Beneath TOC)
3.) TOC - Top of Casing
Page 1 of 1
1.) Boring Terminated at 65' BLS
WithersRavenel
Our People. Your Success. 

Wood’s Grocery WR No. 02171214.60 
Photographic Record January 2020 

Frame No. 1 

Description: View of where the former Wood’s Grocery was supposedly located facing west.  

Frame No. 2 

Description: View of the utility locators conducting the GPR survey facing west.  
WithersRavenel
Our People. Your Success. 

Wood’s Grocery WR No. 02171214.60 
Photographic Record January 2020 

Frame No. 3 

Description: View of one of the possible USTs identified during the GPR survey. 

Frame No. 4 

Description: View of the second possible UST identified during the GPR survey. 

WithersRavenel
Our People. Your Success. 

Wood’s Grocery WR No. 02171214.60 
Photographic Record January 2020 

Frame No. 5 

Description: View of Saedacco drilling one of the soil borings facing north. 

Frame No. 6 

Description: View of Saedacco drilling MW‐1 facing north. 

WithersRavenel
Our People. Your Success. 

Wood’s Grocery WR No. 02171214.60 
Photographic Record January 2020 

Frame No. 7 

Description: View of MW‐1 facing north.