WA-649_9420_CA_MRP_20191029

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Ground Water Monitoring Report
October 2019
Myers Grocery/White’s Cross Grocery
1901 & 1996 Wakelon Road
Colerain, Bertie County
North Carolina
Facility ID Number: 0-00-0000032961 & 0-00-0000025022
Incident Numbers: 9420 & 12073
GRI Project Number: 2857

Prepared for:

North East Oil Company, Inc.
Post Office Box 1386
Ahoskie, North Carolina 27910

October 29, 2019

William Regenthal, P. G.
Project Manager
Matthew Schroeder, P. G.
Report Writer

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
i
SITE INFORMATION
1. Site Identification
 Myers Grocery/White’s Cross Grocery (Facility ID 0-00-0000032961 & 0-00-0000025022)
 Incident Numbers 9420 & 12073 – High Risk (H195R)
 Location of Source Area: 1901 & 1996 Wakelon Road
Colerain, NC 27942
Bertie County
36.136889°N, 76.86625°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System

UST Owner
North East Oil Company, Inc.
Post Office Box 1386
Ahoskie, NC 27910
[e-mail]
252-862-0236

UST Operator
North East Oil Company, Inc.
Post Office Box 1386
Ahoskie, NC 27910
[e-mail]
252-862-0236

Property Owner –Myers
Robert J. Myers
111 Meadow Road
Colerain, NC 27924
Email Unknown
Phone No. Unknown

Property Owner –White’s
Mary S. Byrum
315 Perrytown Road
Colerain, NC 27924
Email Unknown
Phone No. Unknown

Consultant/Contractor
Geological Resources, Inc.
3502 Hayes Road
Monroe, NC 28110
[e-mail]
704-845-4010

Analytical Laboratory
SGS- North America, Inc.
4405 Vineland Road, Suite C-15
Orlando, FL 32811
State Certification No. 573
407-425-6700
3. Information about Release
 Releases were discovered in September 1992 and February 1994
 An unknown amount of product was released from the leaking UST System
 White’s: One 4,000-gallon gasoline, one 2,000-gallon gasoline, one 1,000-gallon gasoline, one
4,000-gallon diesel fuel and one 1,000-gallon kerosene USTs, Myers: Two 2,000-gallon gasoline
USTs.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
ii
EXECUTIVE SUMMARY
Myers Grocery and White’s Cross Grocery sites are located at 1901 and 1906 Wakelon Road in Colerain,
Bertie County, North Carolina. According to available information, two 2,000 gallon gasoline USTs were
removed from the Myers Grocery site in September 1992. One 4,000-gallon gasoline UST, one 2,000-
gallon gasoline UST, one 1,000-gallon gasoline UST and one 4,000-gallon diesel UST were removed from
the White’s Cross Grocery site in February 1994. In March 2001, NCDEQ recommended that the two sites
(White’s Cross Grocery and Myers Grocery) be combined into one site. The site risk classification is
currently high risk because five water supply wells are located within a 250-foot radius of the sites.

On October 3, 2019, five monitoring wells were gauged, purged and sampled. The Maximum Allowable
Concentrations as specified in T15A NCAC 2L.0202 were below the reported concentrations of individual
BTEX constituents, MTBE, naphthalene, isopropylbenzene, IPE, n-propylbenzene, 1,2,4-trimethylbenzene
and/or 1,3,5-trimethylbenzene reported in the ground water samples collected from (M) MW-2, (W) MW-
1 and (W) MW-12. The Gross Contamination Levels were below the concentration of benzene reported
in (M) MW-2.

The total contaminant mass has increased by 53% in Area 1 (Myers) and by 54% in Area 2 (White’s). The
total contaminant mass of both sites combined has increased 54%.

The amended June 1997 and the July 1997 Corrective Action Plans (CAPs) where reviewed for the Myers
and White’s sites, respectively. Both CAPs proposed a monitoring plan with a natural attenuation
approach. This approach has been supplemented with AFVR events and the use of Bio-socks at the
White’s site with limited success.

Based on this and historical information, each site’s contaminant plume appears to be unique and should
be addressed independently. A different remediation approaches should been reviewed for each site.
The consistent fluctuation of contaminants in (M) MW-2 corresponding in changing groundwater
elevation suggests the presence of a persistent contaminant source at the Myers Site. A limited soil
excavation surrounding (M) MW-2 should be conducted to eliminate this source. BioSocks have been
used at the White’s site in past with little success. The introduction of oxygen releasing compound socks
could be used to aid in natural attenuation at the White’s site.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
TABLE OF CONTENTS
SITE INFORMATION ............................................................................................................................ i
EXECUTIVE SUMMARY ....................................................................................................................... ii
1.0 SITE HISTORY AND CHARACTERIZATION ...................................................................................1
2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION/ COMPARISON TO HISTORICAL
ASSESSMENT INFORMATION ...................................................................................................3
3.0 FREE PRODUCT REMOVAL ........................................................................................................5
4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS ..................................5
5.0 CONCLUSIONS .........................................................................................................................5
6.0 LIMITATIONS ...........................................................................................................................5
7.0 STATEMENTS AND CERTIFICATION ...........................................................................................6

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3: Site Vicinity Map
Figure 4: Water Table Surface Map
Figure 5: Ground Water Quality Map
Figure 6: Estimated Contaminant Mass Area Map

TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Adjacent Property Owner Information
Table 4: Water Supply Well Information
Table 5: Well Construction and Gauging Information
Table 6: Summary of Ground Water Sample Analytical Results

APPENDICES
Appendix A: State Correspondence
Appendix B: Laboratory Report – Ground Water Samples
Appendix C: Contaminant Mass Calculations

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
1
1.0 SITE HISTORY AND CHARACTERIZATION
Geological Resources, Inc. (GRI) presents the results of the October 2019 ground water sampling event at
the Myers Grocery/White’s Cross Grocery site; located at 1901 & 1996 Wakelon Road in Colerain, Bertie
County, North Carolina (Figure 1). These activities were conducted in accordance with GRI Proposal No.
19-478, which was submitted to the North Carolina Department of Environmental Quality (NCDEQ) on
September 12, 2019, and was approved as Task Authorization No. 9420/12073-31 on September 18, 2019.
State correspondence has been included as Appendix A.

The Myers Grocery (Myers) property is currently owned by Robert J. Myers and the White’s Cross Grocery
(White’s) property is owned by Mary S. Byrum. Both were formerly operated by North East Oil Company,
Inc. as petroleum retail facilities. The former Myers site currently operates as workshop for Myers
Sawmill, while the former White’s site operates as a convenience store and petroleum retail facility.

According to available information, one 4,000-gallon gasoline, one 2,000-gallon gasoline, one 1,000-gallon
gasoline and one 4,000-gallon diesel underground storage tanks (USTs) were removed from the White’s
site in February 1994 by Coastal Environmental Services, Inc. (Coastal). In addition, one 1,000-gallon
kerosene UST was abandoned in place. Two 2,000-gallon gasoline USTs were removed from the Myers
site by Coastal in September 1992.

In March 2001, NCDEQ recommended that the two sites be combined into one site, and Coastal renamed
the monitoring wells with a prefix of (M) added to the Myers facility monitoring wells and a (W) to the
White’s facility monitoring wells. Twenty-three Type II monitoring wells ((M)MW-1, (M)MW-2, (M)MW-
3, (M)MW-6, (M)MW-9, (M)MW-10 through (M)MW-14), ((W)MW-1 through (W)MW-7 and (W)MW-9
through (W)MW-13), and two Type III monitoring wells ((M)MWD-4 and (W)MWD-8) are present onsite,
having been installed during previous ground water assessment and corrective action activities.

Although Geological Resources, Inc. (GRI) cannot verify the accuracy of information obtained from
previous reports, for the purposes of this report, it is assumed to be correct. Please refer to previous
submittals for further historical information regarding the site.

UST owner/operator information and UST system information are included as Tables 1 and 2, respectively.
The Registered Tank Reports are shown below:

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
2

The sites are surrounding by residential properties. The sites each contain one building and are primarily
capped with gravel and grass. The overall topography at the site is relatively flat. No surface water bodies
were identified within a 500-foot radius of the site. A Site Map showing the locations of the monitoring
wells and the structures on-site has been included as Figure 2.

On July 15, 2009, GRI personnel conducted a receptor survey at the site. Five water supply wells were
identified within a 250-foot radius of the site. Five additional potable wells were identified within a 1,000
foot radius of the sites. Municipal water is available to the site and surrounding properties. Water supply
well information is presented in Table 3. Adjacent property owner information is presented in Table 4. A
Site Vicinity Map showing the adjacent properties has been included as Figure 3.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
3
2.0 PRESENTATION OF CURRENT SITE ASSESSMENT INFORMATION/ COMPARISON TO HISTORICAL
ASSESSMENT INFORMATION
On October 3, 2019, five Type II monitoring wells ((M) MW-2, (W) MW-1, (W) MW-3, (W) MW-11 and (W)
MW-12) were gauged, purged and sampled. (W) MW-15 could not be located, therefore was not gauged
or sampled. Depths to ground water in the Type II monitoring wells ranged from 5.46 feet to 6.07 feet
below the tops of well casings. Ground water elevations in the Type II monitoring wells ranged from 92.33
feet to 93.58 feet. Ground water flow was generally to the west with a horizontal gradient of less than
0.01 feet per foot. The vertical gradients between paired wells (W) MW-4/(W) MWD-8 or (M) MW-2/(M)
MWD-4 were not calculated during the October 2019 sampling event. Well construction and gauging
information is presented in Table 5. A Water Table Surface Map based on the October 2019 ground water
gauging information is included as Figure 4. A summary of the current ground water gauging data is
shown below:
Well ID
Screened
Interval
(x to y ft.
BGS)
Bottom
of Well
(ft. BGS)
Top of
Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(feet)
Free
Product
Thickness
(ft.)
Ground
Water
Elevation
(ft.)
(M) MW-2 2-12 12 98.40 6.07 --- 92.33
(W) MW-1 2-12 12 99.05 5.47 --- 93.58
(W) MW-3 2-12 12 99.16 5.90 --- 93.26
(W) MW-11 5-15 15 98.61 5.46 --- 93.15
(W) MW-12 5-15 15 98.42 5.73 --- 92.69

Ground water samples collected from the monitoring wells were submitted for laboratory analyses using
EPA Method 6200B. The Maximum Allowable Concentrations (MACs) as specified in T15A NCAC 2L.0202
were below the concentrations of individual BTEX constituents, MTBE, naphthalene, isopropylbenzene,
IPE, n-propylbenzene, 1,2,4-trimethylbenzene and/or 1,3,5-trimethylbenzene reported in the ground
water samples collected from (M) MW-2, (W) MW-1 and (W) MW-12. The Gross Contamination Levels
(GCLs) were below the concentration of benzene reported in (M) MW-2. A summary of the analytical
results for ground water samples collected on October 3, 2019, is presented in Table 6. A Ground Water
Quality Map based on the October 2019 data is included as Figure 5. A complete report of laboratory
analyses of the ground water samples collected from the monitoring wells during the October 2019
sampling event has been included as Appendix B. A summary of the current ground water analytical data
is shown below:
Contaminant
of Concern  Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Well
ID
MACs (µg/l) 1 600 600 500 20 6
GCL (µg/l) 5,000 260,000 84,500 85,500 20,000 6,000
(M) MW-2 5,220 29,900 2,930 12,800 565 475
(W) MW-1 23.3 364 1,550 5,800 <3.1 437
(W) MW-3 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13
(W) MW-11 0.64 <0.13 0.27 J 0.71 J <0.13 2.9
(W) MW-12 263 510 815 4,850 97.2 87.0

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
4
The baseline contaminant mass at the site was determined based on the total BTEX, MTBE and
naphthalene concentrations from the April 2011 ground water sampling event, as well as the maximum
historical water column height observed in each area. Current and historical evidence suggests each site
has its own unique independent contaminant plume, therefore the plumes were defined as the Myers
plume, represented as Areas 1 and the White’s plume represented as Area 2. These areas where based
on the benzene concentrations reported during the April 2011 ground water sampling event. The
contaminant mass has increased by 53% and 54% in Areas 1 and 2, respectively. The total contaminant
mass of both sites has increased 54%. Contaminant mass calculations have been included as Appendix C.
A map of the contaminant mass areas has been included as Figure 6. A chart depicting the overall trend
in contaminant mass is shown below:

Based on a review of the Corrective Action Plans (CAP), a natural attenuation approach was selected as
the primary means of remediation of both the Myers and White’s sites. This approach has been
supplemented with AFVR events and the use of Bio-socks at the White’s site. The observed increasing
contaminant mass trend indicates natural attenuation has not been optimal at reducing contaminant
concentrations. Historically high contaminant concentrations have been localized in (M) MW-2 only at
the Myers site. These contaminant concentrations have fluctuation consistently with changes in
groundwater elevation. These factors may indicate a persistent secondary contaminant source at the
Myers site in the proximity of (M) MW-2.
0
1,000
2,000
3,000
4,000
5,000
6,000
Contaminant Mass (grams)Time
Total Contaminant Mass vs. Time
Myers Grocery and White's Grocery (Incident No. 9420 & 12073)
Contaminant Mass (grams)Linear (Contaminant Mass (grams))

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Ground Water Monitoring Report
Prepared on: October 29, 2019 Myers Grocery/White’s Cross Grocery
Project Manager: William Regenthal, P. G. GRI Project No. 2857
5

The site is located in the Coastal Plain Physiographic Province of North Carolina. The water table has a
seasonal high depth to water of approximately 0.5 to 9 feet below ground surface (bgs). Free product has
not been present in any of the monitoring wells during past sampling events.
3.0 FREE PRODUCT REMOVAL
To date, eight Aggressive Fluid Vapor Recovery (AFVR) events have been conducted at these sites between
February 2010 and June 2014. A total of 1.419 gallons and 0.11 gallons of vaper phase free product have
been recovered from the Myers and White’s sites, respectively.
4.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS
A natural attenuation approach was selected as the primary effective means of remediation of both the
Myers and White’s sites. No remediation milestones were established in either CAP for the sites.
5.0 CONCLUSIONS
 On October 3, 2019, five Type II monitoring wells were gauged, purged and sampled. Ground
water flow was generally to the west with a horizontal gradient of less than 0.01 feet per foot.
The vertical gradients between paired wells (W) MW-4/(W) MWD-8 or (M) MW-2/(M) MWD-4
were not calculated during the October 2019 sampling event.
 The MACs were below the concentrations of individual BTEX constituents, MTBE, naphthalene,
isopropylbenzene, IPE, n-propylbenzene, 1,2,4-trimethylbenzene and/or 1,3,5-trimethylbenzene
reported in the ground water samples collected from (M) MW-2, (W) MW-1 and (W) MW-12. The
GCLs were below the concentration of benzene reported in (M) MW-2.
 Based on current and historical groundwater flow data and contaminant concentrations, the
contaminant plume on the Myers site appears to be independent of the contaminant plume
located on the White’s site.
 The total contaminant mass has increased by 53% in area 1 (Myers) and by 54% and area 2
(White’s). The total contaminant mass of both sites combined has increased 54%.
 Based on this and historical information, each site’s contaminant plume appears to be unique and
should be addressed independently. A different remediation approach should been considered
for each site. The consistent fluctuation of contaminants in (M) MW-2 corresponding in changing
groundwater elevation suggests the presence of a persistent secondary contaminant source at
the Myers Site. A limited soil excavation surrounding (M) MW-2 should be conducted to eliminate
this source. The introduction of oxygen releasing compound socks could be used to aid in aid in
natural attenuation at the White’s site.
6.0 LIMITATIONS
This report has been prepared for the exclusive use of North East Oil Company, Inc. for specific application
to the referenced site in Bertie County, North Carolina. The assessment was conducted based on the
scope of work and level of effort desired by NCDEQ and with resources adequate only for that scope of
work. Our findings have been developed in accordance with generally accepted standards of

FIGURES
"J
WSW-1
WSW-2WSW-3
WSW-4
"JWSW-5
"J
WSW-6
S
WSW-7
"J
WSW-8
"J
WSW-9
"J
WSW-10
"J
WSW-11
"JWSW-12
"JWSW-13
"J
WSW-14
"JWSW-15
"J
WSW-16"J
WSW-17
"JWSW-18
"J
WSW-19
6827958424
S
?
?
6827846456
6837162367
6837156174
6837162367
6837074363
6827951739
6827957617
6837068635
6827958545
6827959664 6837054602
6837051375
6827960387
6827961268
6827963115
6837053320
6837054493
6827962230
6827869429
6837052879
6837053544
6837050866
6837052463
M
EAD
O
W RD
PERRYTOWN RDWAKELON RDFIGURE 3SITE VICINITY MAP MYERS GROCERY & WHITE'S GROCERYSR 1001 WAKELON ROADCOLERAIN, BERTIE COUNTY, NORTH CAROLINAINCIDENT #'S 9420 & 12703GRI PROJECT NO. 2857
PREPARED BY:GEOLOGICAL RESOURCES, INC.APRIL 6, 2016

³ Legend
Subject Parcels
Parcel Boundary
Road Centerline
Parcel ID Number
Water Supply Well
Potable
Non-Potable
6827959664
"J
S
250-FT RADIUS
500-FT RADIUS
1,000-FT RADIUS
1,500-FT RADIUS
0 300 600150Feet
SCALE: 1 INCH = 300 FEET
SITE
NOTE:THIS MAP IS BASED ON DATA FROM THE BERTIE COUNTY GIS OF NC.
Inactive and Potable?

TABLES
UST ID Number 1,2 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 1, 2 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 3-5 Facility ID Number
Owner or Operator?
Owner/Operator
Address Telephone Number
Post Office Box 1386, Ahoskie, NC 27910 252-862-0236
0-025022
Name of Owner or Operator Dates of Ownership / Operation
ET One, Inc.05/06/70 - 02/28/94
Post Office Box 1386, Ahoskie, NC 27910 252-862-0236
0-025022
Name of Owner or Operator Dates of Ownership / Operation
ET One, Inc.05/04/78 - 02/28/94
Address Telephone Number
ET One, Inc.01/01/64 - 09/29/92
Address
Post Office Box 1386, Ahoskie, NC 27910 252-862-0236
Telephone Number
TABLE 1
UST OWNER/OPERATOR INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
0-032961
Name of Owner or Operator Dates of Ownership / Operation
Page 1 of 1
Date: 10/22/19 Facility ID #s: 0-032961/0-025022
Was Release
Associated
with UST
System?
(Yes / No)
1 Gasoline NA 2,000 01/01/64 Single Wall Steel 64" X 12'Single Wall Steel Removed
9/29/1992 Yes
2 Gasoline NA 2,000 01/01/64 Single Wall Steel 64" X 12'Single Wall Steel Removed
9/29/1992 Yes
1 Diesel NA 4,000 05/04/78 Single Wall Steel 64" X 24'Single Wall Steel Removed
2/28/1994 Yes
2 Gasoline NA 4,000 05/04/78 Single Wall Steel 64" X 24'Single Wall Steel Removed
2/28/1994 Yes
3 Gasoline NA 1,000 05/06/70 Single Wall Steel 64" X 72"Single Wall Steel Removed
2/28/1994 Yes
4 Gasoline NA 2,000 05/06/70 Single Wall Steel 64" X 12'Single Wall Steel Removed
2/28/1994 Yes
5 Kerosene NA 1,000 05/06/70 Single Wall Steel 64" X 72"Single Wall Steel Removed
2/28/1994 Yes
Date
Installed
Construction
Details
Tank
Dimensions
Description of
Associated
Product Piping
and
Pumps
TABLE 2
UST SYSTEM INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
Status
of
UST
UST
ID
No.
Current
or Most
Recent
Contents
Previous
Contents
Capacity
(gallons)
Page 1 of 1
Well ID.Pin ID No.Well Owner Address
Well Use
(Potable/Agricultural,
etc.)
Public Water
Connected
Direction from
source area of
release
(ft.)
WSW-1 6837-05-3544 Mary S. Byrum 315 Perrytown Road
Colerain, North Carolina 27924-8936 Potable N 220 SE
WSW-2 6837-05-4602 Mildred P. White 1910 Wakelon Road
Colerain, North Carolina 27924 Non-Potable Y 190 E
WSW-3 6827-95-8545 Robert Joseph & Paige C. Myers 111 Meadow Road
Colerain, North Carolina 27924 Inactive Potable N 190 SW
WSW-4 6837-05-2463 John F. Smith, Sr.Post Office Box 3175
Buies Creek, North Carolina 27506 Inactive Potable N 160 S
WSW-5 6837-05-1375 Joyce E. Byrum 1852 Wakelon Road
Colerain, North Carolina 27924 Potable N 250 S
WSW-6 6827-95-8424 Rose Mary Brinkley 1849 Wakelon Road
Colerain, North Carolina 27924 Potable N 370 SW
WSW-7 6837-05-2879 Alonzo F. Pierce 1911 Wakelon Road
Colerain, North Carolina 27924 Non-Potable Y 380 N
WSW-8 6827-95-7617 Robert Joseph & Paige C. Myers 111 Meadow Road
Colerain, North Carolina 27924 Potable N 490 NW
WSW-9 Potable N 740 NW
WSW-10 Potable N 800 NW
WSW-11 6827-84-6456 McCoy C. Mizelle 1841 Wakelon Road
Colerain, North Carolina 27924 Potable N 660 SW
WSW-12 6837-06-8635 Henry W. & Sue Coffield 1313 Fort Branch Road
Oak City, North Carolina 27857 Potable N 1,200 NE
WSW-13 6827-96-3115 Linda C. Bass 123 Meadow Road
Colerain, North Carolina 27924 Potable N 1,050 NW
WSW-14 6837-07-4363 Weyerhaeuser Co.
Timberlands Acct/Land Records Vanceboro, North Carolina 28586 Potable N 1,040 NW
WSW-15 6827-96-2230 Clarence E. Chamblee 125 Meadow Road
Colerain, North Carolina 27924 Potable N 1,090 NW
TABLE 3
WATER SUPPLY WELL INFORMATION
MYERS GROCERY AND WHITE'S GROCERY (INCIDENT NOS. 9420 & 12073)
Date : 02/05/16 Facility ID #s: 0-032961/0-025022
6827-95-1739 Jeffrey L & Donna Hoggard 114 Freeman Hoggard Lane
Windsor, North Carolina 27983
Page 1 of 2
Well ID.Pin ID No.Well Owner Address
Well Use
(Potable/Agricultural,
etc.)
Public Water
Connected
Direction from
source area of
release
(ft.)
TABLE 3
WATER SUPPLY WELL INFORMATION
MYERS GROCERY AND WHITE'S GROCERY (INCIDENT NOS. 9420 & 12073)
Date : 02/05/16 Facility ID #s: 0-032961/0-025022
WSW-16 6827-96-1268 Andre & Venita C. Thompson 127 Meadow Road
Colerain, North Carolina 27924-9370 Potable N 1,280 NW
WSW-17 6827-96-0387 Rosa Bass 129 Meadow Road
Colerain, North Carolina 27924 Potable N 1,390 NW
Note:
• Water supply wells are keyed to Figure 3.
• ft. BGS: Feet below ground surface.
Page 2 of 2
Date: 08/03/09 Facility ID #s: 0-032961/0-025022
Elmer & Mary Byrum
Clyde & Virginia Dawson
Mark Myers & Michael Allen Myers
Robert Joseph & Paige C. Myers
Edith White Williford
Lillie Fentress Mitchell
John Frank Smith, Sr
Mildred P. White
Carolyn Perry Lassiter
Note:
• Properties are keyed to Figure 3.
6837-05-4602
6837-05-3320
1910 Wakelon Road
Colerain, NC 27924
P. O. Box 416
Manteo, NC 27954
6837-05-1775
6837-16-2414
1927 Wakelon Road
Colerain, NC 27924
6827-95-7617
6837-05-2463
113 Rhodes Avenue
Windsor, NC 27983
111 Meadow Road
Colerain, NC 27924
6837-05-1950 506 US 13N.
Windsor, NC 27983
6837-05-4493
6837-05-1375
105 Perrytown Road
Colerain, NC 27924
6827-95-8583 1344 Early Station Road
Aulander, NC 27805
6827-95-9664 (site)
6827-95-7617
6837-05-3544
(site)
315 Perrytown Road
Colerain, NC 27924
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
Tax Parcel Number/ Map ID Owner/ Occupant Name Address
Date: 10/22/19 Facility ID #s: 0-032961/0-025022
07/15/09 100.19 5.30 ---94.89
03/04/10 1.09 ---97.67
04/25/11 2.30 ---96.46
01/19/12 2.59 ---96.17
11/27/12 5.25 ---93.51
07/15/13 1.51 ---97.25
07/15/14 3.44 ---95.32
12/09/15 NM ---NM
07/15/09 99.78 5.10 ---94.68
03/04/10 0.62 ---97.78
04/25/11 2.04 ---96.36
01/19/12 2.31 ---96.09
11/27/12 5.22 ---93.18
07/15/13 1.01 ---97.39
07/15/14 3.23 ---95.17
12/09/15 2.08 ---96.32
09/06/16 3.53 ---94.87
06/22/17 1.97 ---96.43
02/01/18 1.07 ---97.33
02/21/19 0.46 ---97.94
10/03/19 6.07 ---92.33
07/15/09 99.83 5.10 ---94.73
03/04/10 1.15 ---97.31
04/25/11 2.06 ---96.40
01/19/12 2.32 ---96.14
11/27/12 5.17 ---93.29
07/15/13 1.00 ---97.46
07/15/14 3.18 ---95.28
12/09/15 2.00 ---96.46
09/06/16 3.40 ---95.06
06/22/17 1.93 ---96.53
02/01/18 1.08 ---97.38
07/15/09 99.59 8.83 ---90.76
03/04/10 3.25 ---94.95
04/25/11 4.40 ---93.80
01/19/12 5.40 ---92.80
11/27/12 9.01 ---89.19
07/15/13 4.33 ---93.87
07/15/14 6.39 ---91.81
12/09/15 6.04 ---92.16
09/06/16 7.92 ---90.28
07/15/09 99.78 5.34 ---94.44
03/04/10 1.57 ---96.72
04/25/11 2.07 ---96.22
01/19/12 2.02 ---96.27
11/27/12 5.55 ---92.74
07/15/13 1.31 ---96.98
07/15/14 3.18 ---95.11
12/09/15 NM ---NM
09/06/16 3.23 ---95.06
07/15/09 99.76 5.12 ---94.64
03/04/10 0.55 ---97.90
04/25/11 2.05 ---96.40
01/19/12 2.33 ---96.12
11/27/12 6.14 ---92.31
07/15/13 1.04 ---97.41
07/15/14 3.23 ---95.22
12/09/15 NM ---NM
06/22/17 2.02 ---96.43
02/01/18 1.04 ---97.41
07/15/09 99.56 5.00 ---94.56
03/04/10 0.00 ---98.22
04/25/11 1.88 ---96.34
01/19/12 1.82 ---96.40
11/27/12 5.38 ---92.84
07/15/13 0.50 ---97.72
07/15/14 2.77 ---95.45
12/09/15 1.35 ---96.87
09/06/16 2.70 ---95.52
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
Free Product
Thickness
(ft.)
Date Water
Level Measured
(mm/dd/yy)
Date
Installed
(mm/dd/yy)
Well Casing
Depth
(ft. BGS)
Ground Water
Elevation
(ft.)
98.76
30-35
122-122
Well ID
Top of Casing
Elevation*
(ft.)
Depth to Water
from Top of
Casing
(ft.)
Screened
Interval
(x to y ft. BGS)
122-12
98.2035(M) MWD-4
Bottom of
Well
(ft. BGS)
203/09/93(M) MW-1
03/10/93 98.46
(M) MW-2 03/09/93 2 2-12 12 98.40
(M) MW-9
2
2-12208/24/93(M) MW-6
(M) MW-10
30
208/25/93
05/31/94
(M) MW-3
08/23/93
12
122-12
98.22
98.29
98.45122-12
Page 1 of 4
Date: 10/22/19 Facility ID #s: 0-032961/0-025022
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
Free Product
Thickness
(ft.)
Date Water
Level Measured
(mm/dd/yy)
Date
Installed
(mm/dd/yy)
Well Casing
Depth
(ft. BGS)
Ground Water
Elevation
(ft.)
Well ID
Top of Casing
Elevation*
(ft.)
Depth to Water
from Top of
Casing
(ft.)
Screened
Interval
(x to y ft. BGS)
Bottom of
Well
(ft. BGS)
03/04/10 0.44 ---97.92
04/25/11 2.02 ---96.34
01/19/12 2.32 ---96.04
11/27/12 5.17 ---93.19
07/15/13 1.42 ---96.94
07/15/14 3.18 ---95.18
12/09/15 2.07 ---96.29
09/06/16 3.55 ---94.81
04/25/11 1.85 ---96.37
01/19/12 2.00 ---96.22
11/27/12 4.50 ---93.72
07/15/13 1.69 ---96.53
07/15/14 2.43 ---95.79
12/09/15 1.32 ---96.90
09/06/16 2.11 ---96.11
04/25/11 2.13 ---96.48
01/19/12 2.30 ---96.31
11/27/12 5.06 ---93.55
07/15/13 1.48 ---97.13
07/15/14 3.02 ---95.59
12/09/15 NM ---NM
07/15/09 100.00 5.70 ---94.30
03/04/10 0.67 ---98.38
04/25/11 2.39 ---96.66
01/19/12 2.62 ---96.43
11/27/12 6.03 ---93.02
07/15/13 1.46 ---97.59
07/15/14 3.68 ---95.37
12/09/15 2.48 ---96.57
09/06/16 3.99 ---95.06
06/22/17 2.38 ---96.67
02/01/18 1.35 ---97.70
02/21/19 0.54 ---98.51
10/03/19 5.47 ---93.58
07/15/09 99.95 4.70 ---95.25
03/04/10 1.11 ---97.52
04/25/11 1.73 ---96.90
01/19/12 2.20 ---96.43
11/27/12 5.32 ---93.31
07/15/13 1.04 ---97.59
07/15/14 3.24 ---95.39
12/09/15 1.99 ---96.64
09/06/16 3.53 ---95.10
07/15/09 100.45 5.10 ---95.35
03/04/10 0.51 ---98.65
04/25/11 1.93 ---97.23
01/19/12 2.57 ---96.59
11/27/12 5.74 ---93.42
07/15/13 1.73 ---97.43
07/15/14 3.37 ---95.79
12/09/15 2.45 ---96.71
09/06/16 3.34 ---95.82
06/22/17 NM ---NM
02/01/18 1.50 ---97.66
02/21/19 0.53 ---98.63
10/03/19 5.90 ---93.26
07/15/09 100.25 4.44 ---95.81
03/04/10 0.71 ---98.17
04/25/11 1.68 ---97.20
01/19/12 2.50 ---96.38
11/27/12 4.77 ---94.11
07/15/13 1.54 ---97.34
07/15/14 3.64 ---95.24
12/09/15 2.56 ---96.32
09/06/16 4.23 ---94.65
98.6312206/13/94
206/13/94(W) MW-4
06/13/94 2 2-12 12 99.16
5 15
(W) MW-1 06/13/94 2 2-12
5-15(M) MW-12 02/02/10
(W) MW-3
(W) MW-2
(M) MW-14
2-12
152-15202/22/11(M) MW-13
122-12202/22/11
12
12
2-12
98.22
98.61
98.36
99.05
98.88
Page 2 of 4
Date: 10/22/19 Facility ID #s: 0-032961/0-025022
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
Free Product
Thickness
(ft.)
Date Water
Level Measured
(mm/dd/yy)
Date
Installed
(mm/dd/yy)
Well Casing
Depth
(ft. BGS)
Ground Water
Elevation
(ft.)
Well ID
Top of Casing
Elevation*
(ft.)
Depth to Water
from Top of
Casing
(ft.)
Screened
Interval
(x to y ft. BGS)
Bottom of
Well
(ft. BGS)
07/15/09 100.11 5.42 ---94.69
03/04/10 0.24 ---98.51
04/25/11 2.08 ---96.67
01/19/12 2.15 ---96.60
11/27/12 5.70 ---93.05
07/15/13 0.84 ---97.91
07/15/14 3.22 ---95.53
12/09/15 1.93 ---96.82
09/06/16 3.65 ---95.10
07/15/09 99.89 5.70 ---94.19
03/04/10 1.40 ---97.47
04/25/11 2.26 ---96.61
01/19/12 2.38 ---96.49
11/27/12 5.91 ---92.96
07/15/13 1.16 ---97.71
07/15/14 3.57 ---95.30
12/09/15 NM NM NM
07/15/09 99.67 4.86 ---94.81
03/04/10 0.78 ---97.58
04/25/11 1.77 ---96.59
01/19/12 1.98 ---96.38
11/27/12 5.52 ---92.84
07/15/13 0.91 ---97.45
07/15/14 3.07 ---95.29
12/09/15 2.02 ---96.34
09/06/16 3.36 ---95.00
07/15/09 100.11 6.35 ---93.76
03/04/10 2.79 ---96.00
04/25/11 1.95 ---96.84
01/19/12 4.70 ---94.09
11/27/12 6.10 ---92.69
07/15/13 1.12 ---97.67
07/15/14 5.98 ---92.81
12/09/15 5.39 ---93.40
09/06/16 3.48 ---95.31
07/15/09 100.13 4.90 ---95.23
03/04/10 NM ---NM
04/25/11 2.31 ---96.51
01/19/12 3.14 ---95.68
11/27/12 6.10 ---92.72
07/15/13 2.70 ---96.12
07/15/14 3.67 ---95.15
12/09/15 NM ---NM
09/06/16 NM NM NM
07/15/09 100.29 NM ---NM
03/04/10 0.17 ---98.74
04/25/11 2.30 ---96.61
01/19/12 2.50 ---96.41
11/27/12 4.76 ---94.15
07/15/13 1.00 ---97.91
07/15/14 NM ---NM
12/09/15 NM ---NM
07/15/09 99.92 4.60 ---95.32
03/04/10 0.24 ---98.37
04/25/11 2.06 ---96.55
01/19/12 2.13 ---96.48
11/27/12 5.14 ---93.47
07/15/13 1.11 ---97.50
07/15/14 3.20 ---95.41
12/09/15 1.88 ---96.73
09/06/16 3.42 ---95.19
06/22/17 1.40 ---97.21
02/01/18 0.86 ---97.75
02/21/19 0.34 ---98.27
10/03/19 5.46 ---93.15
09/18/95
(W) MW-11 09/18/95 5 5-15 15 98.61
5
(W) MW-9
09/18/95(W) MW-10
15
11.3
5-15
98.3615
98.82155-155
(W) MWD-8
(W) MW-5
5-15
2509/16/95
(W) MW-6
2-122
5
1209/15/95 2
09/15/95
09/15/95(W) MW-7
98.91
98.79
12
25-30
98.872-12
30
98.7512
Page 3 of 4
Date: 10/22/19 Facility ID #s: 0-032961/0-025022
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
Free Product
Thickness
(ft.)
Date Water
Level Measured
(mm/dd/yy)
Date
Installed
(mm/dd/yy)
Well Casing
Depth
(ft. BGS)
Ground Water
Elevation
(ft.)
Well ID
Top of Casing
Elevation*
(ft.)
Depth to Water
from Top of
Casing
(ft.)
Screened
Interval
(x to y ft. BGS)
Bottom of
Well
(ft. BGS)
07/15/09 NM NM ---NM
03/04/10 NM ---NM
04/25/11 2.08 ---96.34
01/19/12 2.76 ---95.66
11/27/12 5.48 ---92.94
07/15/13 1.56 ---96.86
07/15/14 3.44 ---94.98
12/09/15 2.23 ---96.19
09/07/16 3.98 ---94.44
06/22/17 2.06 ---96.36
02/01/18 1.06 ---97.36
02/21/19 NM NM NM
10/03/19 5.73 ---92.69
07/15/09 100.25 NM ---NM
03/04/10 0.00 ---98.90
04/25/11 2.15 ---96.75
01/19/12 2.34 ---96.56
11/27/12 5.41 ---93.49
07/15/13 0.91 ---97.99
07/15/14 3.36 ---95.54
12/09/15 NM ---NM
03/04/10 0.74 ---98.15
04/25/11 2.37 ---96.52
01/19/12 2.76 ---96.13
11/27/12 5.87 ---93.02
07/15/13 1.52 ---97.37
07/15/14 3.72 ---95.17
12/09/15 2.54 ---96.35
09/06/16 4.12 ---94.77
03/04/10 2.11 ---96.60
04/25/11 2.17 ---96.54
01/19/12 2.48 ---96.23
11/27/12 5.62 ---93.09
07/15/13 1.29 ---97.42
07/15/14 3.52 ---95.19
12/09/15 3.04 ---95.67
09/06/16 3.86 ---94.85
06/22/17 2.20 ---96.51
02/01/18 1.17 ---97.54
02/21/19 NM NM NM
10/03/19 NM NM NM
Notes:
• Top-of-casing elevations prior to March 2010 were obtained from the report entitled 'Semi-Annual Groundwater Sampling Event October 2004' prepared by
Coastal Environmental Services, Inc. Top-of-casing elevations for the March 4, 2010 gauging data were professionally surveyed by Billy Felton, P.L.S. on
June 2, 2010. Top-of-casing elevations for (M) MW-13 and (M) MW-14 were surveyed by GRI personnel on February 22, 2011.
• NM: Not measured.
(W) MW-15 02/02/10 5 5-15
12.54
98.71
98.89
(W) MW-12 09/19/95
15
11.63
2-12
(W) MW-14
12
5-15502/02/10
98.90(W) MW-13
12
209/19/95
5 5-15 15 98.42
15
Page 4 of 4
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NE
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 5.13 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 5.21 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 9.33 <100 <100 <150 81.3 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <98 <98 <35 <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/15/09 7,300 25,500 2,740 15,400 1,930 714 <66.0 <200 1,930 289 2,890 850 5.54 5,710 6,940 NR NR 8,900 NR
03/04/10 4,860 17,200 2,720 14,400 1,170 446 <22.0 151 1,450 350 3,290 830 9.44 NR NR NR NR NR NR
04/25/11 3,530 14,900 2,230 11,300 1,090 574 <55.0 130 J 1,280 399 3,480 902 3.78 21,100 13,800 176 <80.0 11,300 723
01/19/12 4,380 11,500 1,830 10,000 865 361 <41 92.7 J 976 193 2,240 566 NR NR NR NR NR NR NR
11/27/12 6,180 26,700 2,520 12,500 1,030 475 <25 101 J 987 287 2,510 601 NR NR NR NR NR NR NR
07/15/13 2,920 13,100 1,530 10,200 562 379 <10 73.5 643 196 2,280 548 NR NR NR NR NR NR NR
07/16/14 4,870 20,500 2,580 13,500 802 499 <10 109 1,000 331 2,750 749 NR 12,800 <3,500 3,400 <98 7,950 J 335
12/09/15 4,850 23,300 2,300 10,500 421 399 <41 76.9 J 522 236 1,980 466 NR NR NR NR NR NR NR
09/06/16 5,550 24,600 2,780 13,000 708 632 <13 131 934 368 2,750 743 NR NR NR NR NR NR NR
06/22/17 2,640 10,700 1,630 7,910 446 321 <25 75.8 J 595 188 2,080 497 NR NR NR NR NR NR NR
02/01/18 3,230 14,000 1,970 10,500 544 470 <25 106 758 263 2,750 735 NR NR NR NR NR NR NR
02/21/19 3,160 12,600 2,230 11,000 541 508 <63 126 J 770 312 3,280 879 NR NR NR NR NR NR NR
10/03/19 5,220 29,900 2,930 12,800 565 475 <63 114 J 708 274 2,680 707 NR NR NR NR NR NR NR
07/15/09 0.427 J <0.330 <0.670 <1.33 1.08 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 26.7 <100 <100 NR NR <100 NR
03/04/10 4.13 6.21 3.05 16.4 5.92 0.651 J <0.220 0.600 J 13.2 <0.220 5.00 0.651 J 4.80 NR NR NR NR NR NR
04/25/11 1.61 0.589 J 0.880 J 6.16 2.03 <0.500 <0.220 0.297 J 2.74 0.354 J 2.66 0.563 J 11.6 <100 <100 <167 <88.9 <100 <189
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 0.19 J <0.15 <0.10 <0.10 0.12 J <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 0.11 J <0.10 <0.10 <0.22 0.12 J <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 0.24 J 1.5 0.29 J 1.5 0.18 J 3.9 B <0.10 <0.10 0.12 J <0.10 0.82 0.16 J NR <35 <35 <99 <99 <35 <150
12/09/15 0.25 J 1.5 0.18 J 0.60 J <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
06/22/17 <0.13 0.25 J <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
02/01/18 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
NE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzene(M) MW-2 XylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
Naphthalene(M) MW-3
GCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBE(M) MW-1
Contaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
Page 1 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 2.50 J <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 3.50 NR NR NR NR NR NR
04/25/11 <0.140 0.259 J <0.150 0.327 J <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 0.158 J <0.180 3.48 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 0.15 J <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 0.26 J <0.10 <0.20 <0.10 0.16 JB <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <99 <99 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 0.15 J <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 7.87 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 2.96 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 7.23 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 0.17 J <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <99 <99 <35 <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 116 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 15.1 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 22.1 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
06/22/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
02/01/18 0.14 J 0.64 <0.13 0.44 J <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
(M) MWD-4
(M) MW-9
(M) MW-6
Page 2 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 46.0 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 3.62 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 7.12 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <99 <99 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
03/04/10 0.174 J <0.190 <0.150 <0.220 <0.250 0.731 J <0.220 <0.150 0.337 J <0.220 0.196 J <0.180 77.7 NR NR NR NR NR NR
04/25/11 2.56 <0.190 0.222 J 0.474 J 1.26 5.95 0.624 J 0.624 J 3.62 <0.220 0.387 J 0.552 J 66.9 <100 <100 154 84.6 <100 <170
01/19/12 0.18 J <0.13 <0.15 <0.30 0.53 0.89 0.38 J <0.10 1.7 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 0.94 <0.15 0.16 J <0.10 2.7 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 0.53 <0.15 <0.10 <0.10 1.4 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 0.50 <0.10 0.19 J <0.10 1.6 <0.10 <0.10 <0.10 NR <35 <35 <99 <99 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 0.51 <0.12 <0.16 <0.12 1.8 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 0.35 J 1.5 <0.13 0.45 J 0.44 J <0.13 <0.13 <0.13 1.3 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 200 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 <0.17 0.28 J <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 56.1 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <98 <98 <35 <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
(M) MW-12
(M) MW-13
(M) MW-14
(M) MW-10
Page 3 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
07/15/09 254 738 2,090 8,340 <16.5 498 <16.5 215 <83.5 398 2,650 815 41.5 6,760 18,000 NR NR 15,900 NR
03/04/10 175 460 1,020 4,280 <2.50 296 <2.20 119 6.41 J 256 1,930 773 35.6 NR NR NR NR NR NR
04/25/11 138 635 622 2,300 4.98 J 171 <2.20 73.4 4.53 J 189 1,110 330 97.1 2,750 4,010 3,600 <80.0 5,190 554
01/19/12 132 444 957 2,970 4.8 J 323 <3.3 149 2.9 J 359 1,930 667 NR NR NR NR NR NR NR
11/27/12 267 3,000 2,630 10,300 <50 380 <50 133 J <50 385 2,230 618 NR NR NR NR NR NR NR
07/15/13 36.8 80.2 525 1,530 1.5 188 0.36 J 47.1 0.74 85.8 644 201 NR NR NR NR NR NR NR
07/16/14 45.6 234 938 3,070 <0.50 281 <0.50 102 <0.50 236 1,440 401 NR 1,220 J <700 2,080 <99 4,550 374
12/09/15 35.1 314 965 3,160 <4.1 310 <4.1 86.0 <4.0 234 1,670 398 NR NR NR NR NR NR NR
09/06/16 19.8 106 698 2,380 <2.5 291 <2.5 98.9 <2.5 278 1,400 375 NR NR NR NR NR NR NR
06/22/17 10.3 57.9 578 2,010 <2.5 224 B <2.5 59.6 <2.5 152 972 225 NR NR NR NR NR NR NR
02/01/18 14.8 88.1 459 1,590 <2.5 142 <2.5 51.0 <2.5 120 750 197 NR NR NR NR NR NR NR
02/21/19 4.5 J 10.2 490 1,260 <1.3 187 <1.3 75.9 <1.3 174 1,000 211 NR NR NR NR NR NR NR
10/03/19 23.3 364 1,550 5,800 <3.1 437 <3.1 122 <3.1 322 1,910 510 NR NR NR NR NR NR NR
07/15/09 <0.200 <0.330 <0.670 <1.33 0.439 J 4.27 <0.330 4.97 <1.67 3.81 13.6 1.97 7.70 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 1.07 <0.220 0.496 J 3.81 <0.220 5.42 <0.200 6.95 27.2 7.34 10.1 NR NR NR NR NR NR
04/25/11 <0.280 <0.380 0.977 J 1.89 J 0.539 J 10.1 <0.440 12.0 <0.400 24.4 88.2 8.08 13.6 120 <100 273 <80.0 300 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 0.21 J 1.2 <0.16 0.48 J <0.11 <0.11 0.66 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 0.50 <0.22 0.26 J 6.0 <0.10 5.0 <0.10 5.5 16.3 2.1 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 0.13 J 1.2 <0.10 0.20 J <0.10 <0.10 0.14 J <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 0.13 J 4.2 <0.10 2.7 <0.10 0.31 J 1.7 <0.10 NR 56.3 J <35 <99 <99 42.1 J <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 0.33 J <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 4.2 <0.13 2.1 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 19.0 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 9.25 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 15.0 <100 <100 152 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 0.35 J 0.90 0.45 J 9.2 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 0.45 J 0.28 J NR NR NR NR NR NR NR
06/22/17 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
02/01/18 <0.13 <0.13 <0.13 <0.25 <0.13 0.60 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
02/21/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
10/03/19 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
(W) MW-2
(W) MW-1
(W) MW-3
Page 4 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
07/15/09 2.79 <0.330 <0.670 <1.33 1.87 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 51.3 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 1.09 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 6.96 NR NR NR NR NR NR
04/25/11 0.386 J <0.190 <0.150 <0.220 1.87 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 17.4 <100 <100 <150 257 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 1.8 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 1.5 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 7.2 1.5 1.5 28.8 4.7 5.1 <0.10 1.8 <0.10 0.68 8.3 0.33 J NR NR NR NR NR NR NR
07/16/14 3.4 1.2 1.2 23.0 4.3 1.7 <0.10 1.4 <0.10 1.3 9.5 0.42 J NR 38.1 J <35 <99 <99 <35 <150
12/09/15 60.9 9.9 148 731 13.8 27.7 0.39 J 22.6 <0.16 36.1 266 19.1 NR NR NR NR NR NR NR
09/06/16 0.16 J <0.13 <0.13 0.51 J 0.32 J <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 10.5 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 25.3 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 28.5 <100 <100 150 111 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 <0.200 1.28 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 15.6 <100 <100 NR NR <100 NR
03/04/10 <0.140 1.80 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 16.5 NR NR NR NR NR NR
04/25/11 <0.140 2.37 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 3.77 <100 <100 168 117 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 0.64 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
(W) MW-5
(W) MW-4
(W) MW-6
Page 5 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
07/15/09 <0.200 <0.330 <0.670 <1.33 <0.330 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 7.81 <100 <100 NR NR <100 NR
03/04/10 <0.140 <0.190 <0.150 <0.220 0.719 J <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 4.66 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 2.43 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 16.0 <100 <100 170 136 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <98 <98 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 <0.200 1.37 <0.670 <1.33 22.2 <1.00 <0.330 <1.00 <1.67 <0.330 <0.330 <0.330 8.20 <100 <100 NR NR <100 NR
03/04/10 <0.140 0.329 J <0.150 10.8 34.7 <0.500 <0.220 <0.150 0.296 J <0.220 3.27 0.956 J 19.0 NR NR NR NR NR NR
04/25/11 0.494 J 13.2 1.80 10.6 2.07 <0.500 <0.220 0.222 J <0.200 0.238 J 1.80 0.634 J 257 <100 <100 163 103 <100 <167
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 0.14 J 1.3 0.51 3.0 0.99 <0.15 <0.10 <0.10 <0.10 <0.10 0.19 J <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 2.7 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 NR NR <35 NR
12/09/15 <0.17 <0.17 <0.15 <0.43 0.69 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
07/15/09 8.48 <0.330 5.13 5.02 50.0 15.8 6.14 11.1 6.52 5.60 2.02 1.33 12.6 180 133 NR NR 122 NR
03/04/10 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NR NR NS NR
04/25/11 0.674 J <0.190 0.217 J <0.220 4.50 0.670 J 0.619 J 0.468 J 1.16 0.263 J <0.150 <0.180 196 <100 <100 174 289 <100 <167
01/19/12 12.2 0.33 J 3.4 1.9 10.4 6.3 2.7 4.2 4.4 2.4 5.0 <0.10 NR NR NR NR NR NR NR
11/27/12 2.8 <0.10 16.1 0.65 J 17.3 19.0 4.2 10.5 6.7 10.9 1.0 <0.10 NR NR NR NR NR NR NR
07/15/13 6.4 0.11 J 7.7 0.32 J 7.7 12.5 2.2 6.6 3.7 5.8 4.9 0.11 J NR NR NR NR NR NR NR
07/16/14 1.1 <0.10 2.3 1.1 J 12.4 8.6 2.3 3.1 4.1 1.9 0.91 <0.10 NR 106 <35 <100 <100 56.0 J <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 7.32 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 8.49 <100 <100 155 109 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
(W) MW-9
(W) MW-10
(W) MW-7
(W) MWD-8
Page 6 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
07/15/09 0.470 J <0.330 <0.670 <1.33 <0.330 2.93 <0.330 <1.00 <1.67 <0.330 0.705 J <0.330 60.1 <100 <100 NR NR <100 NR
03/04/10 0.477 J <0.190 <0.150 0.274 J <0.250 0.961 J <0.220 <0.150 <0.200 <0.220 0.215 J <0.180 11.2 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 34.3 <100 <100 <150 124 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 0.74 <0.10 0.65 1.6 0.18 J 3.1 <0.10 <0.10 <0.10 0.18 J 0.42 J 0.26 J NR NR NR NR NR NR NR
07/15/13 0.23 J <0.10 0.18 J 0.32 J <0.10 0.89 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 0.15 J <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 1.2 <0.17 <0.15 <0.43 <0.16 5.6 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 1.1 0.43 J 2.6 12.7 0.44 J 0.21 J <0.13 0.23 J <0.13 0.64 2.6 0.67 NR NR NR NR NR NR NR
06/22/17 <0.13 <0.13 <0.13 <0.25 <0.13 0.25 J <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
02/01/18 0.31 J <0.13 <0.13 <0.25 <0.13 1.3 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
02/21/19 0.29 J <0.13 0.17 J 0.39 J <0.13 1.4 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
10/03/19 0.64 <0.13 0.27 J 0.71 J <0.13 2.9 <0.13 <0.13 <0.13 <0.13 0.17 J 0.18 J NR NR NR NR NR NR NR
03/04/10 NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF NF
04/25/11 417 47.6 131 754 49.1 5.84 J 8.53 J 10.0 <2.00 16.9 136 18.8 16.3 1,130 1,110 468 154 422 <163
01/19/12 763 97.3 283 1,690 99.0 17.5 6.3 26.4 <2.1 54.7 313 31.1 NR NR NR NR NR NR NR
11/27/12 1,320 187 636 3,280 102 23.2 17.1 43.2 3.1 73.1 440 89.5 NR NR NR NR NR NR NR
07/15/13 8.5 <0.10 0.42 J 2.1 2.8 0.52 0.48 J 0.39 J 0.11 J 0.88 2.5 <0.10 NR NR NR NR NR NR NR
07/16/14 1.3 <0.10 <0.10 0.94 J 1.2 0.12 J 0.18 J <0.10 <0.10 <0.10 0.28 J <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/07/16 36.6 4.4 6.2 75.1 11.6 1.6 0.92 2.3 0.21 J 4.5 21.1 <0.13 NR NR NR NR NR NR NR
06/22/17 363 59.4 255 1,280 83.3 10.7 4.2 J 13.8 <1.3 32.1 210 36.6 NR NR NR NR NR NR NR
02/01/18 1,140 335 1,070 5,760 169 48.4 8.2 J 59.8 <6.3 144 855 204 NR NR NR NR NR NR NR
02/21/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
10/03/19 263 510 815 4,850 97.2 87.0 <6.3 73.0 <6.3 200 1,260 301 NR NR NR NR NR NR NR
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 16.7 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 21.0 <100 <100 152 116 <100 <167
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <98 <98 <35 <150
12/09/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
(W) MW-13
(W) MW-11
(W) MW-12
Page 7 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
03/04/10 <0.140 <0.190 <0.150 0.505 J 0.413 J <0.500 <0.220 <0.150 <0.200 <0.220 0.189 J <0.180 121 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 65.3 <100 <100 171 126 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
09/06/16 <0.13 <0.13 <0.13 <0.31 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR NR NR
03/04/10 2,360 1,600 1,150 9,530 448 50.7 <4.40 88.5 <4.00 186 1,330 334 156 NR NR NR NR NR NR
04/25/11 1,090 947 860 5,440 359 88.6 J <22.0 58.9 J <20.0 132 1,120 267 12.9 4,580 9,710 2,010 129 4,660 204
01/19/12 703 655 804 3,010 191 60.0 4.5 J 72.0 <2.1 167 835 205 NR NR NR NR NR NR NR
11/27/12 1,410 1,740 1,570 8,270 446 81.3 8.6 J 79.4 <5.0 223 1,380 335 NR NR NR NR NR NR NR
07/15/13 462 498 621 3,290 182 76.4 3.0 47.1 1.6 127 695 159 NR NR NR NR NR NR NR
07/16/14 510 460 818 4,730 234 66.5 5.5 J 60.3 2.9 J 182 925 226 NR 1,520 <350 346 <100 3,100 <150
12/09/15 438 940 862 3,260 162 76.2 <4.1 70.5 <4.0 171 806 198 NR NR NR NR NR NR NR
09/06/16 239 79.0 533 2,670 107 70.5 1.6 J 71.7 0.82 J 180 670 144 NR NR NR NR NR NR NR
06/22/17 394 260 890 5,100 141 67.6 <6.3 75.7 <6.3 213 1,350 295 NR NR NR NR NR NR NR
02/01/18 303 340 735 3,420 106 79.0 <2.5 60.2 <2.5 145 760 191 NR NR NR NR NR NR NR
02/21/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
10/03/19 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 <1.50 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 <1.50 <100 <100 <150 <80.0 <100 <170
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 <1.50 NR NR NR NR NR NR
04/25/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
01/19/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/27/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/04/10 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
04/25/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
01/19/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/27/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
(W) MW-15
WSW-2
WSW-3
WSW-1
(W) MW-14
Page 8 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 4.28 NR NR NR NR NR NR
04/25/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
01/19/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
03/04/10 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 <1.50 NR NR NR NR NR NR
04/25/11 <0.140 <0.190 <0.150 <0.220 <0.250 <0.500 <0.220 <0.150 <0.200 <0.220 <0.150 <0.180 <1.50 <100 <100 185 126 <100 <157
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
03/04/10 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
04/25/11 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
01/19/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/27/12 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
WSW-7 12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
01/19/12 <0.13 <0.13 <0.15 <0.30 <0.13 <0.10 <0.16 <0.10 <0.11 <0.11 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
12/09/15 <0.17 <0.17 <0.15 <0.43 <0.16 <0.12 <0.16 <0.12 <0.16 <0.16 <0.14 <0.14 NR NR NR NR NR NR NR
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <100 <100 <35 <150
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <98 <98 <35 <150
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <97 <97 <35 <150
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <97 <97 <35 <150
SP-5
SP-3/WSW-5
SP-1/WSW-8
SP-2/WSW-8
WSW-6
SP-4
WSW-8
WSW-5
WSW-4
Page 9 of 10
Date: 10/22/19
EPA Method
6010B
Well ID
Date
Collected
(mm/dd/yy)
1 600 600 500 20 6 0.4 70 70 70 400 400 15 400 10,000
5,000 260,000 84,500 85,500 20,000 6,000 400 25,000 70,000 30,000 28,500 25,000 15,000 NE NENE C11-C22 Aromatics 1,3,5-Trimethylbenzenen-PropylbenzeneC9-C18 AliphaticsC5-C8 Aliphatics C9-C12 Aliphatics 1,2,4-TrimethylbenzeneIsopropylbenzeneXylenesEthylbenzeneIPETABLE 6
MADEP Methods VPH and EPHAnalytical Method
EPA Method 6200B
MYERS GROCERY AND WHITE'S CROSS GROCERY (INCIDENT NOS. 9420 & 12073)
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
Facilty ID #s: 0-032961/0-025022
NaphthaleneGCL (µg/l)1,2-DichloroethaneBenzeneTolueneMTBEContaminant of Concern

2L Standard (µg/l)C9-C10 Aromatics200
NEC19-C36 Aliphatics 700Lead
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
07/16/14 <0.10 <0.10 <0.10 <0.20 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR <35 <35 <96 <96 <35 <140
11/27/12 <0.10 <0.10 <0.10 <0.22 <0.10 <0.15 <0.10 <0.10 <0.10 <0.10 <0.10 <0.10 NR NR NR NR NR NR NR
07/15/13 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS
Notes:
• Results reported in µg/l (micrograms per liter).
• MAC: Maximum allowable concentrations also known as the 2L Standards specified in T15A NCAC 2L.0202.
• GCL : Gross contamination level.
• < : Less than the method detection limit specified in the laboratory report.
• NS: Not Sampled.
• NR: Not Requested.
• NE: Standard not established.
• Concentrations in bold face type indicate the MACs were below the reported concentrations.
• Concentrations in italics indicate the GCLs were below the reported concentrations.
• For other compounds reported below the MACs, refer to the laboratory reports.
SP-6/WSW-1
SP-7/WSW-1
Page 10 of 10

APPENDICES

APPENDIX A
State Correspondence

APPENDIX B
Laboratory Report – Ground Water Samples
10/09/19
Technical Report for
GRI (Geological Resources Inc.)
Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
2857
SGS Job Number: FA68677
Sampling Date: 10/03/19
Report to:
GRI
3502 Hayes Rd
Monroe, NC 28110
[e-mail]; [e-mail];
[e-mail]
ATTN: Nicole Long
Total number of pages in report:
Certifications: FL(E83510), LA(03051), KS(E-10327), IL(200063), NC(573), NJ(FL002), NY(12022), SC(96038001)
DoD ELAP(ANAB L2229), AZ(AZ0806), CA(2937), TX(T104704404), PA(68-03573), VA(460177),
AK, AR, IA, KY, MA, MS, ND, NH, NV, OK, OR, UT, WA, WV
This report shall not be reproduced, except in its entirety, without the written approval of SGS.
Test results relate only to samples analyzed.
SGS North America Inc. • 4405 Vineland Road • Suite C-15 • Orlando, FL 32811 • tel: [phone] • fax: [phone]
Test results contained within this data package meet the requirements
of the National Environmental Laboratory Accreditation Program
and/or state specific certification programs as applicable.
Client Service contact: Muna Mohammed 407-425-6700
Caitlin Brice, M.S.
General Manager
Orlando, FL 10/09/19
e-Hardcopy 2.0
Automated Report
29
SGS is the sole authority for authorizing edits or modifications to this document.
Unauthorized modification of this report is strictly prohibited.
Review standard terms at: http://www.sgs.com/en/terms-and-conditions
The results set forth herein are provided by SGS North America Inc.
Please share your ideas about
how we can serve you better at:
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1 of 29
FA68677
Table of Contents
-1-
Sections:
Section 1: Sample Summary ...................................................................................................3
Section 2: Summary of Hits ....................................................................................................4
Section 3: Sample Results ........................................................................................................6
3.1: FA68677-1: WMW-1 ....................................................................................................7
3.2: FA68677-2: WMW-3 ....................................................................................................9
3.3: FA68677-3: WMW-11 ..................................................................................................11
3.4: FA68677-4: WMW-12 ..................................................................................................13
3.5: FA68677-5: MMW-2 ....................................................................................................15
Section 4: Misc. Forms ............................................................................................................17
4.1: Chain of Custody ...........................................................................................................18
Section 5: MS Volatiles - QC Data Summaries .....................................................................20
5.1: Method Blank Summary ................................................................................................21
5.2: Blank Spike Summary ...................................................................................................24
5.3: Matrix Spike/Matrix Spike Duplicate Summary ...........................................................27 123452 of 29
FA68677
SGS North America Inc.
Sample Summary
GRI (Geological Resources Inc.)
Job No:FA68677
Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Project No: 2857
Sample Collected Matrix Client
Number Date Time By Received Code Type Sample ID
This report contains results reported as ND = Not detected. The following applies:
Organics ND = Not detected above the MDL
FA68677-1 10/03/19 11:20 ER 10/04/19 AQ Ground Water WMW-1
FA68677-2 10/03/19 11:35 ER 10/04/19 AQ Ground Water WMW-3
FA68677-3 10/03/19 11:28 ER 10/04/19 AQ Ground Water WMW-11
FA68677-4 10/03/19 11:14 ER 10/04/19 AQ Ground Water WMW-12
FA68677-5 10/03/19 11:06 ER 10/04/19 AQ Ground Water MMW-2
3 of 29
FA686771
Summary of Hits Page 1 of 2
Job Number:FA68677
Account:GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Collected:10/03/19
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
FA68677-1 WMW-1
Benzene 23.3 13 3.1 ug/l SM 6200B
n-Butylbenzene 49.8 13 3.1 ug/l SM 6200B
sec-Butylbenzene 28.0 13 3.1 ug/l SM 6200B
Ethylbenzene 1550 25 6.3 ug/l SM 6200B
Isopropylbenzene 122 13 3.1 ug/l SM 6200B
p-Isopropyltoluene 13.8 13 3.1 ug/l SM 6200B
Naphthalene 437 13 3.1 ug/l SM 6200B
n-Propylbenzene 322 13 3.1 ug/l SM 6200B
Toluene 364 13 3.1 ug/l SM 6200B
1,2,4-Trimethylbenzene 1910 25 6.3 ug/l SM 6200B
1,3,5-Trimethylbenzene 510 13 3.1 ug/l SM 6200B
m,p-Xylene 3860 50 6.3 ug/l SM 6200B
o-Xylene 1940 25 6.3 ug/l SM 6200B
Xylene (total)5800 75 13 ug/l SM 6200B
FA68677-2 WMW-3
No hits reported in this sample.
FA68677-3 WMW-11
Benzene 0.64 0.50 0.13 ug/l SM 6200B
Ethylbenzene 0.27 J 0.50 0.13 ug/l SM 6200B
Naphthalene 2.9 0.50 0.13 ug/l SM 6200B
1,2,4-Trimethylbenzene 0.17 J 0.50 0.13 ug/l SM 6200B
1,3,5-Trimethylbenzene 0.18 J 0.50 0.13 ug/l SM 6200B
o-Xylene 0.71 0.50 0.13 ug/l SM 6200B
Xylene (total)0.71 J 1.5 0.25 ug/l SM 6200B
FA68677-4 WMW-12
Benzene 263 25 6.3 ug/l SM 6200B
sec-Butylbenzene 7.7 J 25 6.3 ug/l SM 6200B
o-Chlorotoluene 33.6 25 6.3 ug/l SM 6200B
Ethylbenzene 815 25 6.3 ug/l SM 6200B
Isopropylbenzene 73.0 25 6.3 ug/l SM 6200B
Methyl Tert Butyl Ether 97.2 25 6.3 ug/l SM 6200B
Naphthalene 87.0 25 6.3 ug/l SM 6200B
n-Propylbenzene 200 25 6.3 ug/l SM 6200B
Toluene 510 25 6.3 ug/l SM 6200B
1,2,4-Trimethylbenzene 1260 25 6.3 ug/l SM 6200B
1,3,5-Trimethylbenzene 301 25 6.3 ug/l SM 6200B
m,p-Xylene 3270 50 6.3 ug/l SM 6200B
4 of 29
FA686772
Summary of Hits Page 2 of 2
Job Number:FA68677
Account:GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Collected:10/03/19
Lab Sample ID Client Sample ID Result/
Analyte Qual RL MDL Units Method
o-Xylene 1580 25 6.3 ug/l SM 6200B
Xylene (total)4850 75 13 ug/l SM 6200B
FA68677-5 MMW-2
Benzene 5220 250 63 ug/l SM 6200B
Di-Isopropyl Ether 708 250 63 ug/l SM 6200B
Ethylbenzene 2930 250 63 ug/l SM 6200B
Isopropylbenzene 114 J 250 63 ug/l SM 6200B
Methyl Tert Butyl Ether 565 250 63 ug/l SM 6200B
Naphthalene 475 250 63 ug/l SM 6200B
n-Propylbenzene 274 250 63 ug/l SM 6200B
Toluene 29900 500 130 ug/l SM 6200B
1,2,4-Trimethylbenzene 2680 250 63 ug/l SM 6200B
1,3,5-Trimethylbenzene 707 250 63 ug/l SM 6200B
m,p-Xylene 8200 500 63 ug/l SM 6200B
o-Xylene 4610 250 63 ug/l SM 6200B
Xylene (total)12800 750 130 ug/l SM 6200B
5 of 29
FA686772
SGS North America Inc.
Sample Results
Report of Analysis
Orlando, FL
Section 3
6 of 29
FA686773
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:WMW-1
Lab Sample ID:FA68677-1 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 A0219583.D 25 10/07/19 17:58 AB n/a n/a VA2628
Run #2 A0219609.D 50 10/08/19 16:38 AB n/a n/a VA2629
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 23.3 13 3.1 ug/l
108-86-1 Bromobenzene ND 13 3.1 ug/l
74-97-5 Bromochloromethane ND 13 3.1 ug/l
75-27-4 Bromodichloromethane ND 13 3.1 ug/l
75-25-2 Bromoform ND 13 3.1 ug/l
104-51-8 n-Butylbenzene 49.8 13 3.1 ug/l
135-98-8 sec-Butylbenzene 28.0 13 3.1 ug/l
98-06-6 tert-Butylbenzene ND 13 3.1 ug/l
56-23-5 Carbon Tetrachloride ND 13 3.1 ug/l
108-90-7 Chlorobenzene ND 13 3.1 ug/l
75-00-3 Chloroethane ND 13 5.0 ug/l
67-66-3 Chloroform ND 13 3.1 ug/l
95-49-8 o-Chlorotoluene ND 13 3.1 ug/l
106-43-4 p-Chlorotoluene ND 13 3.1 ug/l
124-48-1 Dibromochloromethane ND 13 3.1 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 13 6.2 ug/l
106-93-4 1,2-Dibromoethane ND 13 3.1 ug/l
75-71-8 Dichlorodifluoromethane ND 13 5.0 ug/l
95-50-1 1,2-Dichlorobenzene ND 13 3.1 ug/l
541-73-1 1,3-Dichlorobenzene ND 13 3.1 ug/l
106-46-7 1,4-Dichlorobenzene ND 13 3.1 ug/l
75-34-3 1,1-Dichloroethane ND 13 3.1 ug/l
107-06-2 1,2-Dichloroethane ND 13 3.1 ug/l
75-35-4 1,1-Dichloroethylene ND 13 3.1 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 13 3.1 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 13 3.1 ug/l
78-87-5 1,2-Dichloropropane ND 13 3.1 ug/l
142-28-9 1,3-Dichloropropane ND 13 3.1 ug/l
594-20-7 2,2-Dichloropropane ND 13 3.1 ug/l
563-58-6 1,1-Dichloropropene ND 13 3.1 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 13 3.1 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 13 3.1 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
7 of 29
FA6867733.1
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:WMW-1
Lab Sample ID:FA68677-1 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 13 3.1 ug/l
100-41-4 Ethylbenzene 1550 a 25 6.3 ug/l
87-68-3 Hexachlorobutadiene ND 13 3.1 ug/l
98-82-8 Isopropylbenzene 122 13 3.1 ug/l
99-87-6 p-Isopropyltoluene 13.8 13 3.1 ug/l
74-83-9 Methyl Bromide ND 13 5.0 ug/l
74-87-3 Methyl Chloride ND 13 5.0 ug/l
74-95-3 Methylene Bromide ND 13 3.1 ug/l
75-09-2 Methylene Chloride ND 50 25 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 13 3.1 ug/l
91-20-3 Naphthalene 437 13 3.1 ug/l
103-65-1 n-Propylbenzene 322 13 3.1 ug/l
100-42-5 Styrene ND 13 3.1 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 13 3.1 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 13 3.1 ug/l
127-18-4 Tetrachloroethylene ND 13 3.1 ug/l
108-88-3 Toluene 364 13 3.1 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 13 3.1 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 13 3.1 ug/l
71-55-6 1,1,1-Trichloroethane ND 13 3.1 ug/l
79-00-5 1,1,2-Trichloroethane ND 13 3.1 ug/l
79-01-6 Trichloroethylene ND 13 3.1 ug/l
75-69-4 Trichlorofluoromethane ND 13 5.0 ug/l
96-18-4 1,2,3-Trichloropropane ND 13 3.1 ug/l
95-63-6 1,2,4-Trimethylbenzene 1910 a 25 6.3 ug/l
108-67-8 1,3,5-Trimethylbenzene 510 13 3.1 ug/l
75-01-4 Vinyl Chloride ND 13 3.1 ug/l
m,p-Xylene 3860 a 50 6.3 ug/l
95-47-6 o-Xylene 1940 a 25 6.3 ug/l
1330-20-7 Xylene (total)5800 a 75 13 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 94%95%70-130%
17060-07-0 1,2-Dichloroethane-D4 98%97%70-130%
2037-26-5 Toluene-D8 104%104%70-130%
460-00-4 4-Bromofluorobenzene 100%100%70-130%
(a) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
8 of 29
FA6867733.1
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:WMW-3
Lab Sample ID:FA68677-2 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 A0219570.D 1 10/07/19 13:02 AB n/a n/a VA2628
Run #2
Purge Volume
Run #1 10.0 ml
Run #2
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
9 of 29
FA6867733.2
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:WMW-3
Lab Sample ID:FA68677-2 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 96%70-130%
17060-07-0 1,2-Dichloroethane-D4 99%70-130%
2037-26-5 Toluene-D8 106%70-130%
460-00-4 4-Bromofluorobenzene 102%70-130%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
10 of 29
FA6867733.2
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:WMW-11
Lab Sample ID:FA68677-3 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 A0219571.D 1 10/07/19 13:25 AB n/a n/a VA2628
Run #2
Purge Volume
Run #1 10.0 ml
Run #2
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 0.64 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
11 of 29
FA6867733.3
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:WMW-11
Lab Sample ID:FA68677-3 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene 0.27 0.50 0.13 ug/l J
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene 2.9 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene 0.17 0.50 0.13 ug/l J
108-67-8 1,3,5-Trimethylbenzene 0.18 0.50 0.13 ug/l J
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene 0.71 0.50 0.13 ug/l
1330-20-7 Xylene (total)0.71 1.5 0.25 ug/l J
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 97%70-130%
17060-07-0 1,2-Dichloroethane-D4 100%70-130%
2037-26-5 Toluene-D8 102%70-130%
460-00-4 4-Bromofluorobenzene 101%70-130%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
12 of 29
FA6867733.3
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:WMW-12
Lab Sample ID:FA68677-4 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 A0219584.D 50 10/07/19 18:20 AB n/a n/a VA2628
Run #2
Purge Volume
Run #1 10.0 ml
Run #2
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 263 25 6.3 ug/l
108-86-1 Bromobenzene ND 25 6.3 ug/l
74-97-5 Bromochloromethane ND 25 6.3 ug/l
75-27-4 Bromodichloromethane ND 25 6.3 ug/l
75-25-2 Bromoform ND 25 6.3 ug/l
104-51-8 n-Butylbenzene ND 25 6.3 ug/l
135-98-8 sec-Butylbenzene 7.7 25 6.3 ug/l J
98-06-6 tert-Butylbenzene ND 25 6.3 ug/l
56-23-5 Carbon Tetrachloride ND 25 6.3 ug/l
108-90-7 Chlorobenzene ND 25 6.3 ug/l
75-00-3 Chloroethane ND 25 10 ug/l
67-66-3 Chloroform ND 25 6.3 ug/l
95-49-8 o-Chlorotoluene 33.6 25 6.3 ug/l
106-43-4 p-Chlorotoluene ND 25 6.3 ug/l
124-48-1 Dibromochloromethane ND 25 6.3 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 25 12 ug/l
106-93-4 1,2-Dibromoethane ND 25 6.3 ug/l
75-71-8 Dichlorodifluoromethane ND 25 10 ug/l
95-50-1 1,2-Dichlorobenzene ND 25 6.3 ug/l
541-73-1 1,3-Dichlorobenzene ND 25 6.3 ug/l
106-46-7 1,4-Dichlorobenzene ND 25 6.3 ug/l
75-34-3 1,1-Dichloroethane ND 25 6.3 ug/l
107-06-2 1,2-Dichloroethane ND 25 6.3 ug/l
75-35-4 1,1-Dichloroethylene ND 25 6.3 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 25 6.3 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 25 6.3 ug/l
78-87-5 1,2-Dichloropropane ND 25 6.3 ug/l
142-28-9 1,3-Dichloropropane ND 25 6.3 ug/l
594-20-7 2,2-Dichloropropane ND 25 6.3 ug/l
563-58-6 1,1-Dichloropropene ND 25 6.3 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 25 6.3 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 25 6.3 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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FA6867733.4
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:WMW-12
Lab Sample ID:FA68677-4 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether ND 25 6.3 ug/l
100-41-4 Ethylbenzene 815 25 6.3 ug/l
87-68-3 Hexachlorobutadiene ND 25 6.3 ug/l
98-82-8 Isopropylbenzene 73.0 25 6.3 ug/l
99-87-6 p-Isopropyltoluene ND 25 6.3 ug/l
74-83-9 Methyl Bromide ND 25 10 ug/l
74-87-3 Methyl Chloride ND 25 10 ug/l
74-95-3 Methylene Bromide ND 25 6.3 ug/l
75-09-2 Methylene Chloride ND 100 50 ug/l
1634-04-4 Methyl Tert Butyl Ether 97.2 25 6.3 ug/l
91-20-3 Naphthalene 87.0 25 6.3 ug/l
103-65-1 n-Propylbenzene 200 25 6.3 ug/l
100-42-5 Styrene ND 25 6.3 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 25 6.3 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 25 6.3 ug/l
127-18-4 Tetrachloroethylene ND 25 6.3 ug/l
108-88-3 Toluene 510 25 6.3 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 25 6.3 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 25 6.3 ug/l
71-55-6 1,1,1-Trichloroethane ND 25 6.3 ug/l
79-00-5 1,1,2-Trichloroethane ND 25 6.3 ug/l
79-01-6 Trichloroethylene ND 25 6.3 ug/l
75-69-4 Trichlorofluoromethane ND 25 10 ug/l
96-18-4 1,2,3-Trichloropropane ND 25 6.3 ug/l
95-63-6 1,2,4-Trimethylbenzene 1260 25 6.3 ug/l
108-67-8 1,3,5-Trimethylbenzene 301 25 6.3 ug/l
75-01-4 Vinyl Chloride ND 25 6.3 ug/l
m,p-Xylene 3270 50 6.3 ug/l
95-47-6 o-Xylene 1580 25 6.3 ug/l
1330-20-7 Xylene (total)4850 75 13 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 93%70-130%
17060-07-0 1,2-Dichloroethane-D4 98%70-130%
2037-26-5 Toluene-D8 105%70-130%
460-00-4 4-Bromofluorobenzene 101%70-130%
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
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FA6867733.4
SGS North America Inc.
Report of Analysis Page 1 of 2
Client Sample ID:MMW-2
Lab Sample ID:FA68677-5 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
Run #1 A0219585.D 500 10/07/19 18:43 AB n/a n/a VA2628
Run #2 A0219610.D 1000 10/08/19 17:01 AB n/a n/a VA2629
Purge Volume
Run #1 10.0 ml
Run #2 10.0 ml
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene 5220 250 63 ug/l
108-86-1 Bromobenzene ND 250 63 ug/l
74-97-5 Bromochloromethane ND 250 63 ug/l
75-27-4 Bromodichloromethane ND 250 63 ug/l
75-25-2 Bromoform ND 250 63 ug/l
104-51-8 n-Butylbenzene ND 250 63 ug/l
135-98-8 sec-Butylbenzene ND 250 63 ug/l
98-06-6 tert-Butylbenzene ND 250 63 ug/l
56-23-5 Carbon Tetrachloride ND 250 63 ug/l
108-90-7 Chlorobenzene ND 250 63 ug/l
75-00-3 Chloroethane ND 250 100 ug/l
67-66-3 Chloroform ND 250 63 ug/l
95-49-8 o-Chlorotoluene ND 250 63 ug/l
106-43-4 p-Chlorotoluene ND 250 63 ug/l
124-48-1 Dibromochloromethane ND 250 63 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 250 120 ug/l
106-93-4 1,2-Dibromoethane ND 250 63 ug/l
75-71-8 Dichlorodifluoromethane ND 250 100 ug/l
95-50-1 1,2-Dichlorobenzene ND 250 63 ug/l
541-73-1 1,3-Dichlorobenzene ND 250 63 ug/l
106-46-7 1,4-Dichlorobenzene ND 250 63 ug/l
75-34-3 1,1-Dichloroethane ND 250 63 ug/l
107-06-2 1,2-Dichloroethane ND 250 63 ug/l
75-35-4 1,1-Dichloroethylene ND 250 63 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 250 63 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 250 63 ug/l
78-87-5 1,2-Dichloropropane ND 250 63 ug/l
142-28-9 1,3-Dichloropropane ND 250 63 ug/l
594-20-7 2,2-Dichloropropane ND 250 63 ug/l
563-58-6 1,1-Dichloropropene ND 250 63 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 250 63 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 250 63 ug/l
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
15 of 29
FA6867733.5
SGS North America Inc.
Report of Analysis Page 2 of 2
Client Sample ID:MMW-2
Lab Sample ID:FA68677-5 Date Sampled:10/03/19
Matrix:AQ - Ground Water Date Received:10/04/19
Method:SM 6200B Percent Solids:n/a
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
VOA 6200B List
CAS No.Compound Result RL MDL Units Q
108-20-3 Di-Isopropyl Ether 708 250 63 ug/l
100-41-4 Ethylbenzene 2930 250 63 ug/l
87-68-3 Hexachlorobutadiene ND 250 63 ug/l
98-82-8 Isopropylbenzene 114 250 63 ug/l J
99-87-6 p-Isopropyltoluene ND 250 63 ug/l
74-83-9 Methyl Bromide ND 250 100 ug/l
74-87-3 Methyl Chloride ND 250 100 ug/l
74-95-3 Methylene Bromide ND 250 63 ug/l
75-09-2 Methylene Chloride ND 1000 500 ug/l
1634-04-4 Methyl Tert Butyl Ether 565 250 63 ug/l
91-20-3 Naphthalene 475 250 63 ug/l
103-65-1 n-Propylbenzene 274 250 63 ug/l
100-42-5 Styrene ND 250 63 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 250 63 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 250 63 ug/l
127-18-4 Tetrachloroethylene ND 250 63 ug/l
108-88-3 Toluene 29900 a 500 130 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 250 63 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 250 63 ug/l
71-55-6 1,1,1-Trichloroethane ND 250 63 ug/l
79-00-5 1,1,2-Trichloroethane ND 250 63 ug/l
79-01-6 Trichloroethylene ND 250 63 ug/l
75-69-4 Trichlorofluoromethane ND 250 100 ug/l
96-18-4 1,2,3-Trichloropropane ND 250 63 ug/l
95-63-6 1,2,4-Trimethylbenzene 2680 250 63 ug/l
108-67-8 1,3,5-Trimethylbenzene 707 250 63 ug/l
75-01-4 Vinyl Chloride ND 250 63 ug/l
m,p-Xylene 8200 500 63 ug/l
95-47-6 o-Xylene 4610 250 63 ug/l
1330-20-7 Xylene (total)12800 750 130 ug/l
CAS No.Surrogate Recoveries Run# 1 Run# 2 Limits
1868-53-7 Dibromofluoromethane 94%94%70-130%
17060-07-0 1,2-Dichloroethane-D4 98%98%70-130%
2037-26-5 Toluene-D8 107%106%70-130%
460-00-4 4-Bromofluorobenzene 101%101%70-130%
(a) Result is from Run# 2
ND = Not detected MDL = Method Detection Limit J = Indicates an estimated value
RL = Reporting Limit B = Indicates analyte found in associated method blank
E = Indicates value exceeds calibration range N = Indicates presumptive evidence of a compound
16 of 29
FA6867733.5
SGS North America Inc.
Misc. Forms
Custody Documents and Other Forms
Includes the following where applicable:
• Chain of Custody
Orlando, FL
Section 4
17 of 29
FA686774
FA68677: Chain of Custody
Page 1 of 2
18 of 29
FA6867744.1
Job Number:FA68677 Client:GEOLOGICAL RESOURCES
Date / Time Received:10/4/2019 8:50:00 AM Delivery Method:FX
Project:MYERS GROCERY
Airbill #'s:
Cooler Information
1. Custody Seals Present
2. Custody Seals Intact
4. Cooler temp verification
3. Temp criteria achieved
5. Cooler media
IR Gun
Ice (Bag)
Trip Blank Information
1. Trip Blank present / cooler
2. Trip Blank listed on COC
2. Samples preserved properly
Sample Information
1. Sample labels present on bottles
5. Sample recvd within HT
4. Condition of sample
3. Sufficient volume/containers recvd for analysis:
Intact
Comments
SM001Rev. Date 05/24/17
SGS Sample Receipt Summary
Cooler Temps (Raw Measured) °C:
Cooler Temps (Corrected) °C:
Cooler 1: (0.5);
Cooler 1: (1.5);
3. Type Of TB Received
W or S N/A
6. Dates/Times/IDs on COC match Sample Label
7. VOCs have headspace
8. Bottles received for unspecified tests
9. Compositing instructions clear
10. Voa Soil Kits/Jars received past 48hrs?
11. % Solids Jar received?
Misc. Information
25-Gram 5-GramNumber of Encores:Number of 5035 Field Kits:Number of Lab Filtered Metals:
Test Strip Lot #s:pH 0-3 230315 pH 10-12 219813A Other: (Specify)
Y or N N/A
Y or N
Therm ID:IR 1; Therm CF:1; # of Coolers:1
Y or N N/A
12. Residual Chlorine Present?
Residual Chlorine Test Strip Lot #:
Technician:Reviewer:PETERH Date:Date:10/4/2019 8:50:00 AM
FA68677: Chain of Custody
Page 2 of 2
19 of 29
FA6867744.1
SGS North America Inc.
MS Volatiles
QC Data Summaries
Includes the following where applicable:
• Method Blank Summaries
• Blank Spike Summaries
• Matrix Spike and Duplicate Summaries
Orlando, FL
Section 5
20 of 29
FA686775
Method Blank Summary Page 1 of 2
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA2628-MB A0219565.D 1 10/07/19 AB n/a n/a VA2628
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-2, FA68677-3, FA68677-4, FA68677-5
CAS No.Compound Result RL MDL Units Q
71-43-2 Benzene ND 0.50 0.13 ug/l
108-86-1 Bromobenzene ND 0.50 0.13 ug/l
74-97-5 Bromochloromethane ND 0.50 0.13 ug/l
75-27-4 Bromodichloromethane ND 0.50 0.13 ug/l
75-25-2 Bromoform ND 0.50 0.13 ug/l
104-51-8 n-Butylbenzene ND 0.50 0.13 ug/l
135-98-8 sec-Butylbenzene ND 0.50 0.13 ug/l
98-06-6 tert-Butylbenzene ND 0.50 0.13 ug/l
56-23-5 Carbon Tetrachloride ND 0.50 0.13 ug/l
108-90-7 Chlorobenzene ND 0.50 0.13 ug/l
75-00-3 Chloroethane ND 0.50 0.20 ug/l
67-66-3 Chloroform ND 0.50 0.13 ug/l
95-49-8 o-Chlorotoluene ND 0.50 0.13 ug/l
106-43-4 p-Chlorotoluene ND 0.50 0.13 ug/l
124-48-1 Dibromochloromethane ND 0.50 0.13 ug/l
96-12-8 1,2-Dibromo-3-chloropropane ND 0.50 0.25 ug/l
106-93-4 1,2-Dibromoethane ND 0.50 0.13 ug/l
75-71-8 Dichlorodifluoromethane ND 0.50 0.20 ug/l
95-50-1 1,2-Dichlorobenzene ND 0.50 0.13 ug/l
541-73-1 1,3-Dichlorobenzene ND 0.50 0.13 ug/l
106-46-7 1,4-Dichlorobenzene ND 0.50 0.13 ug/l
75-34-3 1,1-Dichloroethane ND 0.50 0.13 ug/l
107-06-2 1,2-Dichloroethane ND 0.50 0.13 ug/l
75-35-4 1,1-Dichloroethylene ND 0.50 0.13 ug/l
156-59-2 cis-1,2-Dichloroethylene ND 0.50 0.13 ug/l
156-60-5 trans-1,2-Dichloroethylene ND 0.50 0.13 ug/l
78-87-5 1,2-Dichloropropane ND 0.50 0.13 ug/l
142-28-9 1,3-Dichloropropane ND 0.50 0.13 ug/l
594-20-7 2,2-Dichloropropane ND 0.50 0.13 ug/l
563-58-6 1,1-Dichloropropene ND 0.50 0.13 ug/l
10061-01-5 cis-1,3-Dichloropropene ND 0.50 0.13 ug/l
10061-02-6 trans-1,3-Dichloropropene ND 0.50 0.13 ug/l
108-20-3 Di-Isopropyl Ether ND 0.50 0.13 ug/l
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
87-68-3 Hexachlorobutadiene ND 0.50 0.13 ug/l
98-82-8 Isopropylbenzene ND 0.50 0.13 ug/l
21 of 29
FA6867755.1.1
Method Blank Summary Page 2 of 2
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA2628-MB A0219565.D 1 10/07/19 AB n/a n/a VA2628
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-2, FA68677-3, FA68677-4, FA68677-5
CAS No.Compound Result RL MDL Units Q
99-87-6 p-Isopropyltoluene ND 0.50 0.13 ug/l
74-83-9 Methyl Bromide ND 0.50 0.20 ug/l
74-87-3 Methyl Chloride ND 0.50 0.20 ug/l
74-95-3 Methylene Bromide ND 0.50 0.13 ug/l
75-09-2 Methylene Chloride ND 2.0 1.0 ug/l
1634-04-4 Methyl Tert Butyl Ether ND 0.50 0.13 ug/l
91-20-3 Naphthalene ND 0.50 0.13 ug/l
103-65-1 n-Propylbenzene ND 0.50 0.13 ug/l
100-42-5 Styrene ND 0.50 0.13 ug/l
630-20-6 1,1,1,2-Tetrachloroethane ND 0.50 0.13 ug/l
79-34-5 1,1,2,2-Tetrachloroethane ND 0.50 0.13 ug/l
127-18-4 Tetrachloroethylene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
87-61-6 1,2,3-Trichlorobenzene ND 0.50 0.13 ug/l
120-82-1 1,2,4-Trichlorobenzene ND 0.50 0.13 ug/l
71-55-6 1,1,1-Trichloroethane ND 0.50 0.13 ug/l
79-00-5 1,1,2-Trichloroethane ND 0.50 0.13 ug/l
79-01-6 Trichloroethylene ND 0.50 0.13 ug/l
75-69-4 Trichlorofluoromethane ND 0.50 0.20 ug/l
96-18-4 1,2,3-Trichloropropane ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
108-67-8 1,3,5-Trimethylbenzene ND 0.50 0.13 ug/l
75-01-4 Vinyl Chloride ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Limits
1868-53-7 Dibromofluoromethane 95%70-130%
17060-07-0 1,2-Dichloroethane-D4 98%70-130%
2037-26-5 Toluene-D8 105%70-130%
460-00-4 4-Bromofluorobenzene 102%70-130%
22 of 29
FA6867755.1.1
Method Blank Summary Page 1 of 1
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA2629-MB A0219592.D 1 10/08/19 AB n/a n/a VA2629
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-5
CAS No.Compound Result RL MDL Units Q
100-41-4 Ethylbenzene ND 0.50 0.13 ug/l
108-88-3 Toluene ND 0.50 0.13 ug/l
95-63-6 1,2,4-Trimethylbenzene ND 0.50 0.13 ug/l
m,p-Xylene ND 1.0 0.13 ug/l
95-47-6 o-Xylene ND 0.50 0.13 ug/l
1330-20-7 Xylene (total)ND 1.5 0.25 ug/l
CAS No.Surrogate Recoveries Limits
1868-53-7 Dibromofluoromethane 94%70-130%
17060-07-0 1,2-Dichloroethane-D4 99%70-130%
2037-26-5 Toluene-D8 106%70-130%
460-00-4 4-Bromofluorobenzene 103%70-130%
23 of 29
FA6867755.1.2
Blank Spike Summary Page 1 of 2
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA2628-BS A0219563.D 1 10/07/19 AB n/a n/a VA2628
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-2, FA68677-3, FA68677-4, FA68677-5
Spike BSP BSP
CAS No.Compound ug/l ug/l %Limits
71-43-2 Benzene 10 9.8 98 70-130
108-86-1 Bromobenzene 10 10.5 105 70-130
74-97-5 Bromochloromethane 10 8.8 88 70-130
75-27-4 Bromodichloromethane 10 9.0 90 70-130
75-25-2 Bromoform 10 9.4 94 70-130
104-51-8 n-Butylbenzene 10 10.4 104 70-130
135-98-8 sec-Butylbenzene 10 10.3 103 70-130
98-06-6 tert-Butylbenzene 10 10 100 70-130
56-23-5 Carbon Tetrachloride 10 9.6 96 70-130
108-90-7 Chlorobenzene 10 10.4 104 70-130
75-00-3 Chloroethane 10 8.2 82 60-140
67-66-3 Chloroform 10 9.5 95 70-130
95-49-8 o-Chlorotoluene 10 9.9 99 70-130
106-43-4 p-Chlorotoluene 10 9.9 99 70-130
124-48-1 Dibromochloromethane 10 9.8 98 70-130
96-12-8 1,2-Dibromo-3-chloropropane 10 9.9 99 70-130
106-93-4 1,2-Dibromoethane 10 10.3 103 70-130
75-71-8 Dichlorodifluoromethane 10 10.7 107 60-140
95-50-1 1,2-Dichlorobenzene 10 10.4 104 70-130
541-73-1 1,3-Dichlorobenzene 10 10.1 101 70-130
106-46-7 1,4-Dichlorobenzene 10 10.4 104 70-130
75-34-3 1,1-Dichloroethane 10 9.9 99 70-130
107-06-2 1,2-Dichloroethane 10 9.0 90 70-130
75-35-4 1,1-Dichloroethylene 10 10.2 102 70-130
156-59-2 cis-1,2-Dichloroethylene 10 9.7 97 70-130
156-60-5 trans-1,2-Dichloroethylene 10 9.8 98 70-130
78-87-5 1,2-Dichloropropane 10 9.5 95 70-130
142-28-9 1,3-Dichloropropane 10 9.7 97 70-130
594-20-7 2,2-Dichloropropane 10 9.7 97 70-130
563-58-6 1,1-Dichloropropene 10 9.4 94 70-130
10061-01-5 cis-1,3-Dichloropropene 10 8.4 84 70-130
10061-02-6 trans-1,3-Dichloropropene 10 9.8 98 70-130
108-20-3 Di-Isopropyl Ether 10 8.1 81 70-130
100-41-4 Ethylbenzene 10 10.8 108 70-130
87-68-3 Hexachlorobutadiene 10 11.6 116 70-130
98-82-8 Isopropylbenzene 10 10.5 105 70-130
* = Outside of Control Limits.
24 of 29
FA6867755.2.1
Blank Spike Summary Page 2 of 2
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA2628-BS A0219563.D 1 10/07/19 AB n/a n/a VA2628
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-2, FA68677-3, FA68677-4, FA68677-5
Spike BSP BSP
CAS No.Compound ug/l ug/l %Limits
99-87-6 p-Isopropyltoluene 10 10.5 105 70-130
74-83-9 Methyl Bromide 10 10.0 100 60-140
74-87-3 Methyl Chloride 10 10.8 108 60-140
74-95-3 Methylene Bromide 10 9.2 92 70-130
75-09-2 Methylene Chloride 10 8.6 86 70-130
1634-04-4 Methyl Tert Butyl Ether 10 9.0 90 70-130
91-20-3 Naphthalene 10 9.7 97 70-130
103-65-1 n-Propylbenzene 10 10.1 101 70-130
100-42-5 Styrene 10 9.6 96 70-130
630-20-6 1,1,1,2-Tetrachloroethane 10 10.6 106 70-130
79-34-5 1,1,2,2-Tetrachloroethane 10 10.3 103 70-130
127-18-4 Tetrachloroethylene 10 11.4 114 70-130
108-88-3 Toluene 10 10.7 107 70-130
87-61-6 1,2,3-Trichlorobenzene 10 10.0 100 70-130
120-82-1 1,2,4-Trichlorobenzene 10 10.0 100 70-130
71-55-6 1,1,1-Trichloroethane 10 10.1 101 70-130
79-00-5 1,1,2-Trichloroethane 10 10.1 101 70-130
79-01-6 Trichloroethylene 10 9.8 98 70-130
75-69-4 Trichlorofluoromethane 10 10 100 60-140
96-18-4 1,2,3-Trichloropropane 10 9.7 97 70-130
95-63-6 1,2,4-Trimethylbenzene 10 9.7 97 70-130
108-67-8 1,3,5-Trimethylbenzene 10 10.1 101 70-130
75-01-4 Vinyl Chloride 10 10.5 105 60-140
m,p-Xylene 20 19.7 99 70-130
95-47-6 o-Xylene 10 9.8 98 70-130
1330-20-7 Xylene (total)30 29.6 99 70-130
CAS No.Surrogate Recoveries BSP Limits
1868-53-7 Dibromofluoromethane 96%70-130%
17060-07-0 1,2-Dichloroethane-D4 97%70-130%
2037-26-5 Toluene-D8 105%70-130%
460-00-4 4-Bromofluorobenzene 101%70-130%
* = Outside of Control Limits.
25 of 29
FA6867755.2.1
Blank Spike Summary Page 1 of 1
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
VA2629-BS A0219590.D 1 10/08/19 AB n/a n/a VA2629
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-5
Spike BSP BSP
CAS No.Compound ug/l ug/l %Limits
100-41-4 Ethylbenzene 10 10.4 104 70-130
108-88-3 Toluene 10 10.3 103 70-130
95-63-6 1,2,4-Trimethylbenzene 10 9.3 93 70-130
m,p-Xylene 20 19.0 95 70-130
95-47-6 o-Xylene 10 9.3 93 70-130
1330-20-7 Xylene (total)30 28.3 94 70-130
CAS No.Surrogate Recoveries BSP Limits
1868-53-7 Dibromofluoromethane 96%70-130%
17060-07-0 1,2-Dichloroethane-D4 96%70-130%
2037-26-5 Toluene-D8 104%70-130%
460-00-4 4-Bromofluorobenzene 100%70-130%
* = Outside of Control Limits.
26 of 29
FA6867755.2.2
Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 2
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
FA68676-2MS A0219575.D 5 10/07/19 AB n/a n/a VA2628
FA68676-2MSD A0219576.D 5 10/07/19 AB n/a n/a VA2628
FA68676-2 A0219568.D 1 10/07/19 AB n/a n/a VA2628
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-2, FA68677-3, FA68677-4, FA68677-5
FA68676-2 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
71-43-2 Benzene ND 50 48.5 97 50 49.9 100 3 70-130/20
108-86-1 Bromobenzene ND 50 51.3 103 50 52.7 105 3 70-130/20
74-97-5 Bromochloromethane ND 50 43.1 86 50 44.6 89 3 70-130/20
75-27-4 Bromodichloromethane ND 50 44.1 88 50 44.5 89 1 70-130/20
75-25-2 Bromoform ND 50 39.8 80 50 40.1 80 1 70-130/20
104-51-8 n-Butylbenzene 8.0 50 56.5 97 50 58.0 100 3 70-130/20
135-98-8 sec-Butylbenzene 2.4 50 52.0 99 50 53.7 103 3 70-130/20
98-06-6 tert-Butylbenzene ND 50 48.5 97 50 49.8 100 3 70-130/20
56-23-5 Carbon Tetrachloride ND 50 45.8 92 50 47.4 95 3 70-130/20
108-90-7 Chlorobenzene ND 50 50.2 100 50 51.7 103 3 70-130/20
75-00-3 Chloroethane ND 50 44.8 90 50 45.2 90 1 60-140/20
67-66-3 Chloroform ND 50 47.3 95 50 48.9 98 3 70-130/20
95-49-8 o-Chlorotoluene ND 50 48.9 98 50 50.3 101 3 70-130/20
106-43-4 p-Chlorotoluene ND 50 48.0 96 50 49.3 99 3 70-130/20
124-48-1 Dibromochloromethane ND 50 44.2 88 50 44.6 89 1 70-130/20
96-12-8 1,2-Dibromo-3-chloropropane ND 50 48.6 97 50 52.3 105 7 70-130/20
106-93-4 1,2-Dibromoethane ND 50 49.5 99 50 51.7 103 4 70-130/20
75-71-8 Dichlorodifluoromethane ND 50 54.7 109 50 57.9 116 6 60-140/20
95-50-1 1,2-Dichlorobenzene ND 50 50.7 101 50 52.2 104 3 70-130/20
541-73-1 1,3-Dichlorobenzene ND 50 49.1 98 50 50.2 100 2 70-130/20
106-46-7 1,4-Dichlorobenzene ND 50 51.0 102 50 52.5 105 3 70-130/20
75-34-3 1,1-Dichloroethane ND 50 49.3 99 50 51.0 102 3 70-130/20
107-06-2 1,2-Dichloroethane ND 50 43.9 88 50 45.8 92 4 70-130/20
75-35-4 1,1-Dichloroethylene ND 50 50.9 102 50 52.7 105 3 70-130/20
156-59-2 cis-1,2-Dichloroethylene ND 50 46.8 94 50 49.1 98 5 70-130/20
156-60-5 trans-1,2-Dichloroethylene ND 50 48.5 97 50 50.2 100 3 70-130/20
78-87-5 1,2-Dichloropropane ND 50 47.8 96 50 48.3 97 1 70-130/20
142-28-9 1,3-Dichloropropane ND 50 47.2 94 50 48.9 98 4 70-130/20
594-20-7 2,2-Dichloropropane ND 50 45.3 91 50 46.6 93 3 70-130/20
563-58-6 1,1-Dichloropropene ND 50 46.8 94 50 48.1 96 3 70-130/20
10061-01-5 cis-1,3-Dichloropropene ND 50 38.0 76 50 37.6 75 1 70-130/20
10061-02-6 trans-1,3-Dichloropropene ND 50 44.3 89 50 44.5 89 0 70-130/20
108-20-3 Di-Isopropyl Ether ND 50 39.1 78 50 40.9 82 4 70-130/20
100-41-4 Ethylbenzene ND 50 53.0 106 50 54.4 109 3 70-130/20
87-68-3 Hexachlorobutadiene ND 50 55.1 110 50 56.6 113 3 70-130/20
98-82-8 Isopropylbenzene ND 50 50.8 102 50 52.5 105 3 70-130/20
* = Outside of Control Limits.
27 of 29
FA6867755.3.1
Matrix Spike/Matrix Spike Duplicate Summary Page 2 of 2
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
FA68676-2MS A0219575.D 5 10/07/19 AB n/a n/a VA2628
FA68676-2MSD A0219576.D 5 10/07/19 AB n/a n/a VA2628
FA68676-2 A0219568.D 1 10/07/19 AB n/a n/a VA2628
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-2, FA68677-3, FA68677-4, FA68677-5
FA68676-2 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
99-87-6 p-Isopropyltoluene 0.43 J 50 51.0 101 50 52.4 104 3 70-130/20
74-83-9 Methyl Bromide ND 50 54.8 110 50 54.2 108 1 60-140/20
74-87-3 Methyl Chloride ND 50 55.7 111 50 58.2 116 4 60-140/20
74-95-3 Methylene Bromide ND 50 45.1 90 50 47.0 94 4 70-130/20
75-09-2 Methylene Chloride ND 50 45.8 92 50 47.5 95 4 70-130/20
1634-04-4 Methyl Tert Butyl Ether ND 50 43.0 86 50 45.6 91 6 70-130/20
91-20-3 Naphthalene ND 50 47.5 95 50 49.8 100 5 70-130/20
103-65-1 n-Propylbenzene ND 50 49.2 98 50 50.5 101 3 70-130/20
100-42-5 Styrene ND 50 45.7 91 50 46.8 94 2 70-130/20
630-20-6 1,1,1,2-Tetrachloroethane ND 50 50.6 101 50 52.6 105 4 70-130/20
79-34-5 1,1,2,2-Tetrachloroethane ND 50 51.1 102 50 53.3 107 4 70-130/20
127-18-4 Tetrachloroethylene ND 50 55.2 110 50 56.3 113 2 70-130/20
108-88-3 Toluene ND 50 52.7 105 50 54.1 108 3 70-130/20
87-61-6 1,2,3-Trichlorobenzene ND 50 47.3 95 50 49.4 99 4 70-130/20
120-82-1 1,2,4-Trichlorobenzene ND 50 48.9 98 50 50.0 100 2 70-130/20
71-55-6 1,1,1-Trichloroethane ND 50 49.2 98 50 50.2 100 2 70-130/20
79-00-5 1,1,2-Trichloroethane ND 50 61.0 122 50 62.7 125 3 70-130/20
79-01-6 Trichloroethylene ND 50 48.7 97 50 49.7 99 2 70-130/20
75-69-4 Trichlorofluoromethane ND 50 52.8 106 50 54.0 108 2 60-140/20
96-18-4 1,2,3-Trichloropropane ND 50 48.6 97 50 50.6 101 4 70-130/20
95-63-6 1,2,4-Trimethylbenzene ND 50 47.3 95 50 48.5 97 3 70-130/20
108-67-8 1,3,5-Trimethylbenzene 0.56 50 49.7 98 50 51.3 101 3 70-130/20
75-01-4 Vinyl Chloride ND 50 54.8 110 50 57.2 114 4 60-140/20
m,p-Xylene ND 100 96.7 97 100 99.0 99 2 70-130/20
95-47-6 o-Xylene ND 50 47.9 96 50 49.7 99 4 70-130/20
1330-20-7 Xylene (total)ND 150 145 97 150 149 99 3 70-130/20
CAS No.Surrogate Recoveries MS MSD FA68676-2 Limits
1868-53-7 Dibromofluoromethane 96%98%95%70-130%
17060-07-0 1,2-Dichloroethane-D4 100%97%99%70-130%
2037-26-5 Toluene-D8 104%104%104%70-130%
460-00-4 4-Bromofluorobenzene 100%101%103%70-130%
* = Outside of Control Limits.
28 of 29
FA6867755.3.1
Matrix Spike/Matrix Spike Duplicate Summary Page 1 of 1
Job Number:FA68677
Account:GRINCC GRI (Geological Resources Inc.)
Project:Myer's Grocery & White's Grocery; SR 1001 & Waketon Rd, Colerain, NC
Sample File ID DF Analyzed By Prep Date Prep Batch Analytical Batch
FA68681-3MS A0219601.D 5 10/08/19 AB n/a n/a VA2629
FA68681-3MSD A0219602.D 5 10/08/19 AB n/a n/a VA2629
FA68681-3 A0219593.D 1 10/08/19 AB n/a n/a VA2629
The QC reported here applies to the following samples:Method: SM 6200B
FA68677-1, FA68677-5
FA68681-3 Spike MS MS Spike MSD MSD Limits
CAS No.Compound ug/l Q ug/l ug/l %ug/l ug/l %RPD Rec/RPD
100-41-4 Ethylbenzene ND 50 54.5 109 50 55.0 110 1 70-130/20
108-88-3 Toluene ND 50 54.2 108 50 54.9 110 1 70-130/20
95-63-6 1,2,4-Trimethylbenzene 0.75 50 49.7 98 50 50.7 100 2 70-130/20
m,p-Xylene 0.28 J 100 99.5 99 100 100 100 1 70-130/20
95-47-6 o-Xylene ND 50 50.1 100 50 50.5 101 1 70-130/20
1330-20-7 Xylene (total)0.28 J 150 150 100 150 150 100 0 70-130/20
CAS No.Surrogate Recoveries MS MSD FA68681-3 Limits
1868-53-7 Dibromofluoromethane 96%95%94%70-130%
17060-07-0 1,2-Dichloroethane-D4 99%97%99%70-130%
2037-26-5 Toluene-D8 105%104%103%70-130%
460-00-4 4-Bromofluorobenzene 100%102%104%70-130%
* = Outside of Control Limits.
29 of 29
FA6867755.3.2

APPENDIX C
Contaminant Mass Calculations

Area ID Well IDs Area (ft²)Water Column
Height (ft)Volume (ft³)Volume (L)Effective
Porosity
Effective
Volume (L)
1 (M) MW-2 426.7 11.54 4,924 139,442 27,888
(W) MW-1
(W) MW-12
(W) MW-15
Area Date Well Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Total DTW Total Average
Mass (g)Percent Red.To Date Red.
04/25/11 3530.00 14900.00 2230.00 11300.00 1090.00 574.00 33624.00 2.04 937.72 ------
01/19/12 4380.00 11500.00 1830.00 10000.00 865.00 361.00 28936.00 2.31 806.98 13.9%13.9%
11/27/12 6180.00 26700.00 2520.00 12500.00 1030.00 475.00 49405.00 5.22 1,377.82 -70.7%-46.9%
07/15/13 2920.00 13100.00 1530.00 10200.00 562.00 379.00 28691.00 1.01 800.14 41.9%14.7%
07/16/14 4870.00 20500.00 2580.00 13500.00 802.00 499.00 42751.00 3.23 1,192.26 -49.0%-27.1%
12/09/15 4850.00 23300.00 2300.00 10500.00 421.00 399.00 41770.00 2.08 1,164.90 2.3%-24.2%
09/06/16 5550.00 24600.00 2780.00 13000.00 708.00 632.00 47270.00 3.53 1,318.28 -13.2%-40.6%
06/22/17 2640.00 10700.00 1630.00 7910.00 446.00 321.00 23647.00 1.97 659.48 50.0%29.7%
02/01/18 3230.00 14000.00 1970.00 10500.00 544.00 470.00 30714.00 1.07 856.56 -29.9%8.7%
02/21/19 3160.00 12600.00 2230.00 11000.00 541.00 508.00 30039.00 0.46 837.74 2.2%10.7%
10/03/19 5220.00 29900.00 2930.00 12800.00 565.00 475 51415.00 6.07 1,433.88 -71.2%-52.9%
(W) MW-1 138.00 635.00 622.00 2300.00 4.98 171.00 3870.98 2.39
(W) MW-12 417.00 47.60 131.00 754.00 49.10 5.84 1404.54 2.02
(W) MW-15 1090.00 947.00 860.00 5440.00 359.00 88.60 8784.60 2.17
Avg.822.50 814.80 806.50 4247.00 206.54 132.72 4686.71 2.19
(W) MW-1 132.00 444.00 957.00 2970.00 4.80 323.00 4830.80 2.62
(W) MW-12 763.00 97.30 283.00 1690.00 99.00 17.50 2949.80 2.76
(W) MW-15 703.00 655.00 804.00 3010.00 191.00 60.00 5423.00 2.48
Avg.799.00 598.15 1022.00 3835.00 147.40 200.25 4401.20 2.62
(W) MW-1 267.00 3000.00 2630.00 10300.00 0.00 380.00 16577.00 6.03
(W) MW-12 1320.00 187.00 636.00 3280.00 102.00 23.20 5548.20 5.48
(W) MW-15 1410.00 1740.00 1570.00 8270.00 446.00 81.30 13517.30 5.62
Avg.1498.50 2463.50 2418.00 10925.00 274.00 242.25 11880.83 5.71
(W) MW-1 36.80 80.20 525.00 1530.00 1.50 188.00 2361.50 1.46
(W) MW-12 8.50 0.00 0.42 2.10 2.80 0.52 14.34 1.56
(W) MW-15 462.00 498.00 621.00 3290.00 182.00 76.40 5129.40 1.29
Avg.253.65 289.10 573.21 2411.05 93.15 132.46 2501.75 1.44
(W) MW-1 45.60 234.00 938.00 3070.00 0.00 281.00 4568.60 3.68
(W) MW-12 1.30 0.00 0.00 0.94 1.20 0.12 3.56 3.44
(W) MW-15 510.00 460.00 818.00 4730.00 234.00 66.50 6818.50 3.52
Avg.278.45 347.00 878.00 3900.47 117.60 173.81 3796.89 3.55
Area 2
2
6.1%
1,172.85
1,359.53
3,669.97
772.79
11/27/12
07/15/13
13.81
-51.8%19.0%07/16/14
6.5%
-169.9%-153.5%
78.9%46.6%
APPENDIX C
CONTAMINANT MASS CALCULATIONS
MYERS GROCERY AND WHITE'S GROCERY (INCIDENT NOS. 9420 & 12073)
308,8990.201,544,49454,5433,950.5
Area 1 (M) MW-2
1,447.72 ------04/25/11
01/19/12
Page 1 of 3
Area ID Well IDs Area (ft²)Water Column
Height (ft)Volume (ft³)Volume (L)Effective
Porosity
Effective
Volume (L)
1 (M) MW-2 426.7 11.54 4,924 139,442 27,888
(W) MW-1
(W) MW-12
(W) MW-15
Area Date Well Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Total DTW Total Average
Mass (g)Percent Red.To Date Red.
2 13.81
APPENDIX C
CONTAMINANT MASS CALCULATIONS
MYERS GROCERY AND WHITE'S GROCERY (INCIDENT NOS. 9420 & 12073)
308,8990.201,544,49454,5433,950.5
(W) MW-1 35.10 314.00 965.00 3160.00 0.00 310.00 4784.10 2.48
(W) MW-12 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.23
(W) MW-15 438.00 940.00 862.00 3260.00 162 76.2 5738.20 3.04
Avg.236.55 627.00 913.50 3210.00 81.00 193.10 3507.43 2.58
(W) MW-1 19.80 106.00 698.00 2380.00 0.00 291.00 3494.80 3.99
(W) MW-12 36.6 4.4 6.2 75.1 11.6 1.6 135.50 3.98
(W) MW-15 239.00 79.00 533.00 2670.00 107.00 70.50 3698.50 3.86
Avg.147.70 94.70 618.60 2562.55 59.30 181.55 2442.93 3.94
(W) MW-1 10.30 57.90 578.00 2010.00 0.00 224.00 2880.20 2.38
(W) MW-12 363.00 59.40 255.00 1280.00 83.30 10.70 2051.40 2.06
(W) MW-15 394.00 260.00 890.00 5100.00 141.00 67.60 6852.60 2.20
Avg.383.65 188.65 861.50 4195.00 112.15 151.15 3928.07 2.21
(W) MW-1 14.80 88.10 459.00 1590.00 0.00 142.00 2293.90 1.35
(W) MW-12 1140.00 335.00 1070.00 5760.00 169.00 48.40 8522.40 1.06
(W) MW-15 303.00 340.00 735.00 3420.00 106.00 79.00 4983.00 1.17
Avg.728.90 381.55 1132.00 5385.00 137.50 134.70 5266.43 1.19
(W) MW-1 4.50 10.20 490.00 1260.00 0.00 187.00 1951.70 0.54
(W) MW-12 363.00 59.40 255.00 1280.00 83.30 10.70 2051.40 ---
(W) MW-15 394.00 260.00 890.00 5100.00 141.00 67.60 6852.60 ---
Avg.380.75 164.80 817.50 3820.00 112.15 132.65 3618.57 0.18
Area 2
Cont.
02/01/18
1,083.44 7.6%25.2%
16.2%
47.9%
1,213.37
1,117.77 31.3%22.8%
12/09/15
754.62 30.3%
1,626.79 -34.1%-12.4%
-60.8%
09/06/16
06/22/17
02/21/19
Page 2 of 3
Area ID Well IDs Area (ft²)Water Column
Height (ft)Volume (ft³)Volume (L)Effective
Porosity
Effective
Volume (L)
1 (M) MW-2 426.7 11.54 4,924 139,442 27,888
(W) MW-1
(W) MW-12
(W) MW-15
Area Date Well Benzene Toluene Ethylbenzene Xylenes MTBE Naphthalene Total DTW Total Average
Mass (g)Percent Red.To Date Red.
2 13.81
APPENDIX C
CONTAMINANT MASS CALCULATIONS
MYERS GROCERY AND WHITE'S GROCERY (INCIDENT NOS. 9420 & 12073)
308,8990.201,544,49454,5433,950.5
(W) MW-1 23.30 364.00 1550.00 5800.00 0.00 437.00 8174.30 5.54
(W) MW-12 263.00 510.00 815.00 4850.00 97.20 87.00 6622.20 5.73
(W) MW-15 394.00 260.00 890.00 5100.00 141.00 67.60 6852.60 ---
Avg.340.15 567.00 1627.50 7875.00 119.10 295.80 7216.37 3.76
Date
04/25/11
01/19/12
11/27/12
07/15/13
07/16/14
12/09/15
09/06/16
06/22/17
02/01/18
02/21/19
10/03/19
To Date:-54%
• Contaminant mass cannot be calculated in wells containing FP; therefore, the total contaminant mass is based on the known concentrations in the area for each sampling event.
• Italicized data indicates gauging and sampling data was not avalible, data from the previous sampling event was used.
• Concentrations in yellow indicate a sampling event where the well was not sampled. The last known values are used for contaminant mass calculations.
Area 2
Cont.
3,663
30.1%
-141.7%
56.8%
-87.3%
1,873
4,527
1,956
21%
-90%
18%
-112%
-54%
2,365
2,248
9%
1,573
Total Contaminant Mass (g)Percent Reduction Compared
to Previous Event Percent Reduction To Date
-54.0%-99.4%2,229.1310/03/19
2,678 -19.1%-12%
2,385 ------
34%
1%
6%
9.2%
-133.0%
68.8%
-50.4%
4.9%
2,167
5,048
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