MO-29861_49044_CA_SCH_20230601_Site Check

SITE CHECK REPORT

YOGI FOODS
3001 WILKESBORO HIGHWAY
STATESVILLE, IREDELL COUNTY, NORTH CAROLINA
GROUNDWATER INCIDENT: N/A FACILITY ID: 00-0-0000029113

JUNE 1, 2023
UST OWNER/OPERATOR:
Bhavani Statesville, LLC
124 Quail Springs Road
Statesville, NC 28677
Phone Number: [phone]
PROPERTY OWNER:
Same as UST owner
CONSULTANT:
Paragon Environmental Consultants, Inc.
P. O. Box 157
Thomasville, NC 27361-0157
Phone Number: [phone]
RELEASE INFORMATION:
Date Discovered: N/A
Estimated Quantity of Release: N/A
Cause of Release: N/A
Source of Release: N/A
Size and Contents: (1) 8,000 Gallon Gasoline UST, and (2) 6,000 Gallon Gasoline USTs
Latitude: N 35.86973331o Longitude: W 80.94023903o
The Site Check Report for this site has been prepared by Paragon Environmental Consultants, Inc. under the direct supervision of a licensed geologist. All activities performed on this project were conducted under my direct supervision:
Benjamin W. Robinson, L.G.
North Carolina License #2466

June 1, 2023

Ashokkumar D. Mavani
Bhavani Statesville, LLC
124 Quail Springs Road
Statesville, NC 28677

Reference: Site Check Report
Yogi Foods
3001 Wilkesboro Highway
Statesville, Iredell County, NC
Groundwater Incident # Pending
Facility ID # 00-0-0000029113
Dear Mr. Mavani:

In accordance with the requirements of a correspondence from the North Carolina Department of Environmental Quality (NCDEQ) dated April 26, 2023, contained herein is a Site Check Report for the release which occurred at the above referenced facility. These activities have been conducted in the vicinity of one 8,000 gallon gasoline underground storage tank (UST) and two 6,000 gallon gasoline USTs, as well as the associated piping and dispensers. All activities were conducted in accordance with NCDEQ guidelines and the requirements of 15A NCAC 2L .0115.
Mr. Mavani, if you have questions regarding this report, please contact our office.

Sincerely,
Benjamin W. Robinson, L.G. North Carolina License # 2466

R23-2326SC

PARAGON
Environmental Consultants, Inc.
P.O. Box 157 Thomasville, NC 27361-0157
Business Ph: [phone] Fax: [phone]
TABLE OF CONTENTS
Section Page 1.0 Introduction and Background 1.1 Introduction .................................................................... 1 1.2 Scope of Services ........................................................... 1 2.0 Field Activities 2.1 Soil Borings and Soil Sampling ..................................... .1 2.2 Laboratory Analyses of Soil Samples ............................ .2 2.3 Monitor Well Installation ............................................... .2 2.4 Groundwater Analyses ................................................... .2 3.0 Conclusions 3.1 General Summary .......................................................... .3 3.2 Recommendations .......................................................... .3 3.3 Limitations ..................................................................... .3
4.0 Professional Certification ........................................................ 4

TABLES

Table 1: Field and Laboratory Analytical Results – TPH Soil Samples
Table 2: Monitoring Well Information and Groundwater Elevation
Table 3: Summary of Groundwater Analytical Results

FIGURES

Figure 1: Project Location Figure 2: Site Layout, Soil Sample Locations, and Monitor Well Location

APPENDICES

Appendix A: Soil Boring Log
Appendix B: Soil Analytical Results
Appendix C: Well Construction Record
Appendix D: Standard Operating Procedures
Appendix E: Groundwater Analytical Results
Page - 1
SITE CHECK REPORT

Yogi Foods 3001 Wilkesboro Highway Statesville, NC

1.0 Introduction and Background

1.1 Introduction
Paragon Environmental Consultants, Inc. has performed a site check at the convenience store at 3001 Wilkesboro Highway in Statesville, NC which is referred to as Yogi Foods. Figure 1 illustrates the location of this facility on a partial Statesville West Quadrangle U.S.G.S. Topographic Map. One 8,000 gallon gasoline underground storage tank (UST) and two 6,000 gallon gasoline USTs were assessed during this site check. One 8,000 gallon diesel UST, one 1,000 gallon kerosene UST, and one 1,000 gallon off-road diesel UST are also currently operated at this facility. On May 23, 2023 field activities necessary to comply with the requirements of a site check were performed at this facility to discover the release point(s) of the existing UST system. As directed by the Mooresville Regional Office, only the gasoline portion of the tank system was assessed during the site check activities. The site layout and the existing UST locations are illustrated on Figure 2.

1.2 Scope of Services

This Site Check Report contains documentation concerning the following activities which
were conducted at this facility:

o Fifteen Geoprobe soil samples obtained around the USTs, piping, and dispensers spill buckets and the installation of one Type II monitor well by AmeriProbe, LLC of Concord, NC

o Supervision of probing/drilling activities and field sampling of in-situ soils and groundwater by Paragon

o Laboratory analyses of soil samples conducted by Waypoint Analytical, LLC of Charlotte, NC

2.0 Soil Sampling and Analyses

2.1 Soil Borings and Soil Sampling
On May 23, 2023, Paragon and AmeriProbe, LLC performed assessment sampling in the area of the existing tank system. AmeriProbe conducted six pushprobe samples around the existing tanks which were labeled as GeoProbe #1 (GP-1) through GeoProbe #6 (GP-6) at depths of 15 feet below land surface. AmeriProbe also conducted pushprobe samples adjacent to each of the product piping trenches and each dispenser, labeled as GeoProbe #7 (GP-7) through GeoProbe #15 (GP-15), at depths of 5 feet below land surface. The samples were conducted using a Geoprobe hydraulic pushprobe sampling rig.
Page - 2
The soil samples which were selected for laboratory analyses were placed into laboratory supplied glassware. The soil samples were labeled with sample location, analyses to be performed, time, date, and the sampler's name. They were then immediately placed in a cooler and chilled with ice to approximately 4oC in preparation for transportation to the analytical laboratory, utilizing EPA approved chain-of-custody procedures. The locations of each of the soil samples are illustrated on Figure 2. A soil boring log for the activities conducted at the site is contained as Appendix A. Following collection of the samples, the open boreholes were backfilled with the sample cuttings and bentonite and then the holes were patched with concrete at surface grade.

2.2 Laboratory Analyses of Soil Samples

The soil samples collected from the areas of the gasoline USTs were submitted to Waypoint Analytical, LLC for analyses according to Gasoline Range Organics (GRO). GRO tests for Total Petroleum Hydrocarbons (TPH) from low boiling-point fuels such as gasoline, aviation fuel, and gasohol. The current action level for GRO contaminants is 50 milligrams per kilogram (mg/kg). According to the laboratory analytical results, soil sample GeoProbe #6 (GP-6) was reported with a concentration of 3,360 mg/kg by GRO. This soil sample was collected from the northeast end of the premium gasoline UST. All of the remaining soil samples collected from the vicinity of the gasoline USTs, product piping, and dispensers were below the current action levels by GRO. Table 1 summarizes the soil analytical results of the samples collected by Paragon on May 23, 2023. Appendix B contains a copy of the laboratory analytical report and the chain of custody record for the soil samples collected by Paragon on May 23, 2023. 2.3 Monitor Well Installation

One North Carolina Type II groundwater monitoring well has been installed at the site.
Figure 2 illustrates the site layout and the location of the monitor well, labeled as MW-1.
The monitoring well was constructed of 2-inch Schedule 40 PVC pipe with 15 feet of
0.010 inch slotted screen. Based on the assumption that the contaminants being addressed
were primarily hydrocarbon constituents with specific gravities of less than 1.0, the
groundwater monitoring well was installed so that the screened intervals intersected the
shallow groundwater table at the time of installation. Table 2 summarizes the monitoring
well information and groundwater elevation as measured on May 24, 2023. Appendix C
contains a copy of the monitor well construction record.

2.4 Groundwater Analyses

Following installation, the monitoring well was developed and sampled in accordance
with Paragon’s Standard Operating Procedures which are contained as Appendix D. The
groundwater samples were submitted to Waypoint Analytical for laboratory analyses
according to EPA Method 6200B plus MTBE, IPE, EDB, Ethanol, and 5 Oxygenates as
well as for Lead. The samples collected from this monitor well was also analyzed by EPA
Method 504.1 for EDB and MADEP methods for VPH.

Page - 3
According to the analytical results for monitor well MW-1, Benzene, tert-Butyl Alcohol (TBA), MTBE, and EDB were detected at concentrations in excess of the 2L Standards. Benzene was reported at a concentration of 2.21 ug/L, which slightly exceeds the 2L Standard of 1 ug/L. TBA, which has a 2L Standard of 10 ug/L, was reported at a concentration of 107 ug/L. MTBE was listed at a level of 134 ug/L, which is over the 2L Standard of 20 ug/L. EDB was shown at a concentration of 0.239 ug/L, in excess of the 2L Standard of 0.02 ug/L. Xylenes and two carbon fraction classes by VPH were also reported at detectable levels but were below the 2L Standards. MW-1 was also below the 2L Standard for Lead. Table 3 summarizes the groundwater analytical results, and Appendix E contains a copy of the laboratory analytical report and the chain-of-custody record for the groundwater sample.
3.0 Conclusions
3.1 General Summary

Based on a review of all information gathered during this Site Check, Paragon makes the following conclusions:

o One soil sample collected from the vicinity of the premium gasoline UST was
detected at a concentration over the current action level for GRO. The remaining
fourteen soil samples were all below the current action levels according to GRO.

o The groundwater sample collected from MW-1 reported Benzene, TBA, MTBE,
and EDB at concentrations in excess of the 2L Standards.

3.2 Recommendations
Based on the findings from our investigation which indicate TPH concentrations in excess of the current action levels and groundwater levels in excess of the 2L Standards, Paragon recommends that the NC DEQ – UST Section – Corrective Action Branch make a determination on any further actions which will be required at Yogi Foods.
3.3 Limitations
This report has been prepared for the exclusive use of Bhavani Statesville, LLC for the specific application to the referenced site located in Iredell County, North Carolina. The assessment was conducted based on the scope of work and level of effort desired by the client. Our findings have been developed in accordance with generally accepted standards in the practice of Site Check Reports in the State of North Carolina, available information, and our professional judgment. No other warranty is expressed or implied.

The data presented in this report are indicative of conditions that existed at the precise locations sampled and at the time the samples were collected. Additionally, the data obtained from the samples would be interpreted as meaningful with respect to the parameters indicated in the laboratory reports. No additional information can be logically inferred from this data.

Page - 4
4.0 Professional Certification
The Site Check Report for this site has been prepared by Paragon Environmental Consultants, Inc. under the direct supervision of a licensed geologist. All activities performed on this project were conducted under my direct supervision:
Benjamin W. Robinson, L.G. North Carolina License #2466

TABLES

TABLE 1
FIELD AND LABORATORY ANALYTICAL RESULTS -
TPH SOIL SAMPLES

Yogi Foods
3001 Wilkesboro Highway
Statesville, North Carolina
SAMPLE LOCATION DATE DEPTH TPH DRO* TPH GRO* OVA
ID (FT)

GP-1 GeoProbe #1 5/23/23 15' N/A BDL N/A
GP-2 GeoProbe #2 5/23/23 15' N/A BDL N/A
GP-3 GeoProbe #3 5/23/23 15' N/A BDL N/A
GP-4 GeoProbe #4 5/23/23 15' N/A BDL N/A
GP-5 GeoProbe #5 5/23/23 15’ N/A BDL N/A
GP-6 GeoProbe #6 5/23/23 15' N/A 3,360 N/A
GP-7 GeoProbe #7 5/23/23 5' N/A 9.94 N/A
GP-8 GeoProbe #8 5/23/23 5' N/A 4.8 N/A
GP-9 GeoProbe #9 5/23/23 5' N/A 12.8 N/A
GP-10 GeoProbe #10 5/23/23 5' N/A 3.67 N/A
GP-11 GeoProbe #11 5/23/23 5' N/A BDL N/A
GP-12 GeoProbe #12 5/23/23 5' N/A BDL N/A
GP-13 GeoProbe #13 5/23/23 5' N/A BDL N/A
GP-14 GeoProbe #14 5/23/23 5' N/A BDL N/A
GP-15 GeoProbe #15 5/23/23 5' N/A BDL N/A
* Results in milligrams per kilogram (mg/kg)
N/A = Not Analyzed
BDL = Below Detection Limits
R23-2326T
TABLE 2

Monitoring Well Information and Groundwater Elevation
Yogi Foods
Statesville, NC
Well Number Top of Casing Elevation Top of Screen Elevation Bottom of Screen Elevation Depth to Water Groundwater Elevation
MW-1 100.00 90.00 75.00 20.49 79.51
Note: All measurements taken in feet and based on an arbitrary benchmark of 100.00 feet; groundwater levels measured on May 24, 2023.
X23-2326B
TABLE 3
Summary of Groundwater Analytical Results
Yogi Foods
Statesville, North Carolina
Constituent MW-1 2L Standard GCL

Date 5/24/2023
EPA Method 6200B (ug/L)
Benzene 2.21 1 5,000
Toluene BDL 600 260,000
Ethylbenzene BDL 600 80,000
Xylenes (total)13.4 500 50,000
BTEX (total)15.61 NSE NSE
Acetone BDL 6,000 6,000,000
Bromoform BDL 4 4,000
n-Butylbenzene BDL 70 5,900
sec-Butylbenzene BDL 70 8,800
Chloroform BDL 70 70,000
1,2-Dichloroethane BDL 0.4 400
2-Hexanone BDL 40 40,000
Isopropylbenzene BDL 70 30,500
p-Isopropyltoluene BDL 25 11,700
Methyl Ethyl Ketone (MEK)BDL 4,000 4,000,000
Methyl Isobutyl Ketone (MIBK)BDL 100 100,000
Naphthalene BDL 6 6,000
n-Propylbenzene BDL 70 26,100
tert-Amyl Alcohol (TAA)BDL 40 40,000
tert-Amyl Methyl Ether (TAME)BDL 128 128,000
tert-Butyl Alcohol (TBA)107 10 10,000
1,2,4-Trimethylbenzene BDL 400 28,500
1,3,5 Trimethylbenzene BDL 400 24,100
MTBE 134 20 20,000
IPE BDL 70 70,000
EPA Method 504.1 (ug/L)
Ethylene Dibromide (EDB)0.239 0.02 50
Total Lead (ug/L)
Lead BDL 15 15,000
Aliphatic Fraction Classes (ug/L)
C5-C8 Volatile Aliphatics 53.1 400 NSE
C9-C12 Volatile Aliphatics 69.4 NSE NSE
C9-C18 Extractable Aliphatics N/A NSE NSE
C9-C18 Aliphatics (total)69.4 700 NSE
C19-C36 Extractable Aliphatics N/A 10,000 NSE
Aromatic Fraction Classes (ug/L)
C9-C10 Volatile Aromatics BDL NSE NSE
C11-C22 Extractable Aromatics N/A NSE NSE
C9-C22 Aromatics (total)BDL 200 NSE
BDL = Below Detection Limits
N/A = Not Analyzed
NSE = No Standard Established X23-2326A

FIGURES

APPENDIX A

SOIL BORING LOG

SOIL BORING LOG
Paragon Environmental Consultants, Inc.
Job Name:Yogi Foods
Address:3001 Wilkesboro Highway Statesville, NC
Job No:P-2326
Start Date:5/23/2023
Driller:AmeriProbe, LLC
Boring No.:Geoprobe Points GP-1 through GP-15
Comments:
Sample Depth Blow OVA
Number (ft.)Soil Decription (color, soil type, moisture)Counts (ppm)
GP-1 15 Dark Orange, CLAY with silt, damp N/A
GP-2 15 Dark Orange, CLAY with silt, damp N/A
GP-3 15 Dark Orange, CLAY with silt, damp N/A
GP-4 15 Red/orange, CLAY with silt, damp N/A
GP-5 15 Orange/red, CLAY with silt, damp N/A
GP-6 15 Orange, CLAY with silt, damp N/A
GP-7 5 Red, CLAY with silt, damp N/A
GP-8 5 Orange/brown, CLAY with silt, damp N/A
GP-9 5 Brown, CLAY with silt, damp N/A
GP-10 5 Brown, CLAY with silt, damp N/A
GP-11 5 Brown, CLAY with silt, damp N/A
GP-12 5 Brown/orange, CLAY with silt, damp N/A
GP-13 5 Orange/red, CLAY with silt, damp N/A
GP-14 5 Orange/red, CLAY with silt, damp N/A
GP-15 5 Orange/red, CLAY with silt, damp N/A
P-2326
SOIL BORING LOG
Paragon Environmental Consultants, Inc.
Job Name:Yogi Foods
Address:3001 Wilkesboro Highway Statesville, NC
Job No:P-2326
Start Date:5/23/2023
Driller:AmeriProbe, LLC
Boring No.:Monitor Well MW-1
Comments:
Sample Depth Blow OVA
Number (ft.)Soil Decription (color, soil type, moisture)Counts (ppm)
MW-1 5 Red/orange, CLAY with silt, damp N/A
10 Red/orange, CLAY with silt, damp N/A
15 Red/orange, CLAY with silt, damp N/A
20 Orange, CLAY with silt, damp N/A
25 Orange, CLAY with silt, moist N/A
P-2326
Soil Boring Terminated at 25'

APPENDIX B

SOIL ANALYTICAL RESULTS

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

5/31/2023
Paragon Environmental Consultants, Inc. Brandon Moore
PO Box 157 Thomasville, NC, 27361
Ref: Analytical Testing
Lab Report Number: 23-144-0016 Client Project Description: Yogi Foods
P-2326
Dear Brandon Moore:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/24/2023 for the analyses presented in the following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in
accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all
parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136 Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of
sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time. Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-
received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information.
Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 43
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-144-0016
Page 2 of 43
Report Number:
Sample Summary Table
Client Project Description:
23-144-0016
Yogi Foods
P-2326
Lab No Client Sample ID Matrix Date Collected Date Received
05/23/2023 10:00Solids 96971 GP-1 05/24/2023 12:50
05/23/2023 10:20Solids 96972 GP-2 05/24/2023 12:50
05/23/2023 10:40Solids 96973 GP-3 05/24/2023 12:50
05/23/2023 11:00Solids 96974 GP-4 05/24/2023 12:50
05/23/2023 11:10Solids 96975 GP-5 05/24/2023 12:50
05/23/2023 11:20Solids 96976 GP-6 05/24/2023 12:50
05/23/2023 11:30Solids 96977 GP-7 05/24/2023 12:50
05/23/2023 11:40Solids 96978 GP-8 05/24/2023 12:50
05/23/2023 11:50Solids 96979 GP-9 05/24/2023 12:50
05/23/2023 12:00Solids 96980 GP-10 05/24/2023 12:50
05/23/2023 12:10Solids 96981 GP-11 05/24/2023 12:50
05/23/2023 12:20Solids 96982 GP-12 05/24/2023 12:50
05/23/2023 12:30Solids 96983 GP-13 05/24/2023 12:50
05/23/2023 12:40Solids 96984 GP-14 05/24/2023 12:50
05/23/2023 12:50Solids 96985 GP-15 05/24/2023 12:50
Page 3 of 43
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-144-0016
Report Limit
Project:Yogi Foods
V 96971GP-1
30.7 05/30/2023 12:45SW-DRYWT Moisture %
V 96972GP-2
25.9 05/25/2023 11:25SW-DRYWT Moisture %
V 96973GP-3
31.5 05/25/2023 11:25SW-DRYWT Moisture %
V 96974GP-4
25.4 05/25/2023 11:25SW-DRYWT Moisture %
V 96975GP-5
25.3 05/25/2023 11:25SW-DRYWT Moisture %
V 96976GP-6
3360 05/25/2023 20:168015C GRO Gasoline Range Organics (C6-C10)mg/Kg - dry 30.8
32.7 05/25/2023 11:25SW-DRYWT Moisture %
V 96977GP-7
9.94 05/25/2023 13:398015C GRO Gasoline Range Organics (C6-C10)mg/Kg - dry 2.54
18.4 05/25/2023 11:25SW-DRYWT Moisture %
V 96978GP-8
J4.80 05/25/2023 14:078015C GRO Gasoline Range Organics (C6-C10)mg/Kg - dry 2.74
24.4 05/25/2023 11:25SW-DRYWT Moisture %
V 96979GP-9
12.8 05/25/2023 14:368015C GRO Gasoline Range Organics (C6-C10)mg/Kg - dry 2.70
23.4 05/25/2023 11:25SW-DRYWT Moisture %
V 96980GP-10
J3.67 05/25/2023 15:048015C GRO Gasoline Range Organics (C6-C10)mg/Kg - dry 2.60
20.5 05/25/2023 11:25SW-DRYWT Moisture %
V 96981GP-11
22.0 05/25/2023 11:25SW-DRYWT Moisture %
V 96982GP-12
24.0 05/25/2023 11:25SW-DRYWT Moisture %
Page 4 of 43
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-144-0016
Report Limit
Project:Yogi Foods
V 96983GP-13
20.4 05/25/2023 11:25SW-DRYWT Moisture %
V 96984GP-14
17.9 05/25/2023 11:25SW-DRYWT Moisture %
V 96985GP-15
17.8 05/25/2023 11:25SW-DRYWT Moisture %
Page 5 of 43

Client: Paragon Environmental Consultants, Inc. CASE NARRATIVE
Project: Yogi Foods Lab Report Number: 23-144-0016
Date: 5/30/2023
Total Petroleum Hydrocarbons - Volatile Method 8015C GRO Sample 96973 (GP-3) Analyte: a,a,a-Trifluorotoluene
QC Batch No: V33664/V33663 Surrogate(s) exhibited a high bias in this project sample where no target analytes were detected. The high
recovery(s) had no impact on the data. Batch QC samples (method blank and laboratory control samples) all showed surrogates within QC limits.
Sample 96983 (GP-13)
Analyte: a,a,a-Trifluorotoluene QC Batch No: V33664/V33663
Surrogate(s) exhibited a high bias in this project sample where no target analytes were detected. The high recovery(s) had no impact on the data. Batch QC samples (method blank and laboratory control samples) all
showed surrogates within QC limits.

Page 6 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-1
96971 Matrix:
5/23/2023 10:00
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
30.7 %Moisture 1 05/30/23 12:45 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 7 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-1
96971 Matrix:
5/23/2023 10:00
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.99 mg/Kg - dry 2.99 7.22Gasoline Range Organics (C6-C10)50 05/25/23 11:18 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 123 Limits: 50-137%05/25/23 11:1850 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 8 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-2
96972 Matrix:
5/23/2023 10:20
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
25.9 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 9 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-2
96972 Matrix:
5/23/2023 10:20
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.79 mg/Kg - dry 2.79 6.75Gasoline Range Organics (C6-C10)50 05/25/23 11:45 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 132 Limits: 50-137%05/25/23 11:4550 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 10 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-3
96973 Matrix:
5/23/2023 10:40
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
31.5 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 11 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-3
96973 Matrix:
5/23/2023 10:40
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<3.02 mg/Kg - dry 3.02 7.30Gasoline Range Organics (C6-C10)50 05/25/23 12:14 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 137 *Limits: 50-137%05/25/23 12:1450 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 12 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-4
96974 Matrix:
5/23/2023 11:00
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
25.4 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 13 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-4
96974 Matrix:
5/23/2023 11:00
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.77 mg/Kg - dry 2.77 6.70Gasoline Range Organics (C6-C10)50 05/25/23 12:42 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 136 Limits: 50-137%05/25/23 12:4250 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 14 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-5
96975 Matrix:
5/23/2023 11:10
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
25.3 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 15 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-5
96975 Matrix:
5/23/2023 11:10
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.77 mg/Kg - dry 2.77 6.69Gasoline Range Organics (C6-C10)50 05/25/23 13:10 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 125 Limits: 50-137%05/25/23 13:1050 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 16 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-6
96976 Matrix:
5/23/2023 11:20
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
32.7 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 17 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-6
96976 Matrix:
5/23/2023 11:20
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
3360 mg/Kg - dry 30.8 74.3Gasoline Range Organics (C6-C10)500 05/25/23 20:16 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 119 Limits: 50-137%05/25/23 20:16500 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 18 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-7
96977 Matrix:
5/23/2023 11:30
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
18.4 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 19 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-7
96977 Matrix:
5/23/2023 11:30
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
9.94 mg/Kg - dry 2.54 6.13Gasoline Range Organics (C6-C10)50 05/25/23 13:39 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 105 Limits: 50-137%05/25/23 13:3950 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 20 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-8
96978 Matrix:
5/23/2023 11:40
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
24.4 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 21 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-8
96978 Matrix:
5/23/2023 11:40
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
4.80 J mg/Kg - dry 2.74 6.61Gasoline Range Organics (C6-C10)50 05/25/23 14:07 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 113 Limits: 50-137%05/25/23 14:0750 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 22 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-9
96979 Matrix:
5/23/2023 11:50
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
23.4 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 23 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-9
96979 Matrix:
5/23/2023 11:50
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
12.8 mg/Kg - dry 2.70 6.53Gasoline Range Organics (C6-C10)50 05/25/23 14:36 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 99.2 Limits: 50-137%05/25/23 14:3650 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 24 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-10
96980 Matrix:
5/23/2023 12:00
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
20.5 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 25 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-10
96980 Matrix:
5/23/2023 12:00
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
3.67 J mg/Kg - dry 2.60 6.29Gasoline Range Organics (C6-C10)50 05/25/23 15:04 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 110 Limits: 50-137%05/25/23 15:0450 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 26 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-11
96981 Matrix:
5/23/2023 12:10
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
22.0 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 27 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-11
96981 Matrix:
5/23/2023 12:10
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.65 mg/Kg - dry 2.65 6.41Gasoline Range Organics (C6-C10)50 05/25/23 15:33 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 107 Limits: 50-137%05/25/23 15:3350 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 28 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-12
96982 Matrix:
5/23/2023 12:20
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
24.0 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 29 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-12
96982 Matrix:
5/23/2023 12:20
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.72 mg/Kg - dry 2.72 6.58Gasoline Range Organics (C6-C10)50 05/25/23 16:29 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 125 Limits: 50-137%05/25/23 16:2950 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 30 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-13
96983 Matrix:
5/23/2023 12:30
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
20.4 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 31 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-13
96983 Matrix:
5/23/2023 12:30
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.60 mg/Kg - dry 2.60 6.28Gasoline Range Organics (C6-C10)50 05/25/23 16:57 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 161 *Limits: 50-137%05/25/23 16:5750 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 32 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-14
96984 Matrix:
5/23/2023 12:40
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
17.9 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 33 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-14
96984 Matrix:
5/23/2023 12:40
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.52 mg/Kg - dry 2.52 6.09Gasoline Range Organics (C6-C10)50 05/25/23 17:26 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 127 Limits: 50-137%05/25/23 17:2650 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 34 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-15
96985 Matrix:
5/23/2023 12:50
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
17.8 %Moisture 1 05/25/23 11:25 SW-DRYWTCNC
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 35 of 43
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0016
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
P-2326 Received : 05/24/2023
Yogi Foods
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:GP-15
96985 Matrix:
5/23/2023 12:50
Solids
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
5035 MED
8015C GRO Prep Batch(es):V33663 05/25/23 08:00
<2.52 mg/Kg - dry 2.52 6.08Gasoline Range Organics (C6-C10)50 05/25/23 17:54 V33664TBL
8015C GROSurrogate: a,a,a-Trifluorotoluene 131 Limits: 50-137%05/25/23 17:5450 TBL
Qualifiers/
Definitions
Dilution FactorDFOutside QC Limit*
Method Quantitation LimitMQLEstimated valueJ
Page 36 of 43
Quality Control Data
23-144-0016Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
Yogi Foods
QC Prep Batch Method:
Total Petroleum Hydrocarbons - Volatile
8015C GRO
V33664QC Analytical Batch(es):
Analysis Method:
Analysis Description:
5035 MED
QC Prep:V33663
Associated Lab Samples: 96971, 96972, 96973, 96974, 96975, 96976, 96977, 96978, 96979, 96980, 96981, 96982, 96983, 96984, 96985
LRB-V33663 Matrix: SOLLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/23 10:495.002.07<2.07mg/KgGasoline Range Organics (C6-C10)
05/25/23 10:49a,a,a-Trifluorotoluene (S)104 50-137
LCS-V33663Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
12763.750.0mg/KgGasoline Range Organics (C6-C10)41-138
123a,a,a-Trifluorotoluene (S)50-137
V 96971-MS-V33663 V 96971-MSD-V33663Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
65.5 13167.350.050.0<2.07mg/KgGasoline Range Organics (C6-C10)135 41-138 2.7 34
133a,a,a-Trifluorotoluene (S)136 50-137
Page 1 of 4Date:05/31/2023 10:43 AM
Page 37 of 43
Quality Control Data
23-144-0016Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
Yogi Foods
Dry Weight Determination
SW-DRYWT
V33647QC Analytical Batch:
Analysis Method:
Analysis Description:
V 96966-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/25/23 11:253.827.929.0%Moisture
V 96992-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/25/23 11:251.618.818.5%Moisture
Page 2 of 4Date:05/31/2023 10:43 AM
Page 38 of 43
Quality Control Data
23-144-0016Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
Yogi Foods
Dry Weight Determination
SW-DRYWT
V33651QC Analytical Batch:
Analysis Method:
Analysis Description:
V 96970-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/25/23 11:259.410.111.1%Moisture
V 96984-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/25/23 11:250.017.917.9%Moisture
Page 3 of 4Date:05/31/2023 10:43 AM
Page 39 of 43
Quality Control Data
23-144-0016Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
Yogi Foods
Dry Weight Determination
SW-DRYWT
V33768QC Analytical Batch:
Analysis Method:
Analysis Description:
V 97017-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/30/23 12:450.01.061.06%Moisture
V 97062-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/30/23 12:450.517.017.1%Moisture
Page 4 of 4Date:05/31/2023 10:43 AM
Page 40 of 43
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-144-0016
Paragon Environmental Consultants, Inc.
01156
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 2.7C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)ü
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/24/2023 15:03:10
Special precautions or instructions included?
Comments:
Page 41 of 43
Pa
g
e
42
of
43
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g
e
43
of
43

APPENDIX C

WELL CONSTRUCTION RECORD

WELL CONSTRUCTION RECORD (GW-1) For Internal Use Only:

Form GW-1 North Carolina Department of Environmental Quality - Division of Water Resources Revised 2-22-2016
1. Well Contractor Information:

Well Contractor Name

NC Well Contractor Certification Number

Company Name

2. Well Construction Permit #:
List all applicable well construction permits (i.e. UIC, County, State, Variance, etc.)

3. Well Use (check well use):
Water Supply Well:
□Agricultural □Municipal/Public
□Geothermal (Heating/Cooling Supply) □Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)
□Irrigation
Non-Water Supply Well:
□Monitoring □Recovery
Injection Well:
□Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier
□Aquifer Test □Stormwater Drainage
□Experimental Technology □Subsidence Control
□Geothermal (Closed Loop) □Tracer
□Geothermal (Heating/Cooling Return) □Other (explain under #21 Remarks)

4. Date Well(s) Completed: Well ID#
5a. Well Location:

Facility/Owner Name Facility ID# (if applicable)

Physical Address, City, and Zip

County Parcel Identification No. (PIN)

5b. Latitude and longitude in degrees/minutes/seconds or decimal degrees:
(if well field, one lat/long is sufficient)

N W

6. Is(are) the well(s): □Permanent or □Temporary

7. Is this a repair to an existing well: □Yes or □No
If this is a repair, fill out known well construction information and explain the nature of the
repair under #21 remarks section or on the back of this form.

8. For Geoprobe/DPT or Closed-Loop Geothermal Wells having the same
construction, only 1 GW-1 is needed. Indicate TOTAL NUMBER of wells
drilled:

9. Total well depth below land surface: (ft.)
For multiple wells list all depths if different (example- 3@200’ and 2@100′)

10. Static water level below top of casing: (ft.)
If water level is above casing, use “+”
11. Borehole diameter: (in.)

12. Well construction method:
(i.e. auger, rotary, cable, direct push, etc.)

FOR WATER SUPPLY WELLS ONLY:

13a. Yield (gpm) Method of test:
13b. Disinfection type: Amount:

14. WATER ZONES
FROM TO DESCRIPTION
ft. ft.
ft. ft.
15. OUTER CASING (for multi-cased wells) OR LINER (if applicable)
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
16. INNER CASING OR TUBING (geothermal closed-loop)
FROM TO DIAMETER THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
17. SCREEN
FROM TO DIAMETER SLOT SIZE THICKNESS MATERIAL
ft. ft. in.
ft. ft. in.
18. GROUT
FROM TO MATERIAL EMPLACEMENT METHOD & AMOUNT
ft. ft.
ft. ft.
ft. ft.
19. SAND/GRAVEL PACK (if applicable)
FROM TO MATERIAL EMPLACEMENT METHOD
ft. ft.
ft. ft.
20. DRILLING LOG (attach additional sheets if necessary)
FROM TO DESCRIPTION (color, hardness, soil/rock type, grain size, etc.)
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
ft. ft.
21. REMARKS

22. Certification:

Signature of Certified Well Contractor Date By signing this form, I hereby certify that the well(s) was (were) constructed in accordance
with 15A NCAC 02C .0100 or 15A NCAC 02C .0200 Well Construction Standards and that a
copy of this record has been provided to the well owner.
23. Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
construction details. You may also attach additional pages if necessary.

SUBMITTAL INSTRUCTIONS

24a. For All Wells: Submit this form within 30 days of completion of well
construction to the following:
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC 27699-1617
24b. For Injection Wells: In addition to sending the form to the address in 24a
above, also submit one copy of this form within 30 days of completion of well
construction to the following:

Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
24c. For Water Supply & Injection Wells: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well construction to the county health department of the county
where constructed.
John Allen
4196-B
AmeriProbe
5/23/23 MW-1
Bhavani Statesville, LLC
124 Quail Springs Rd., Statesville, NC 28677
Iredell
35.8698017 80.9403469
25'
14'
8''
Auger
5/23/23
14 25
0 10 2''SCH40 PVC
10 25 2''0.010 SCH40 PVC
0
5
8
5
8
25
Neat Cement
Bentonite
#2 Sand Poured Through Augers
Poured From Surface
See Consultant's Logs
2' X 2' Concrete Flushmount Pad
Print Form
Poured Through Augers

APPENDIX D

STANDARD OPERATING PROCEDURES

STANDARD OPERATING PROCEDURES
PARAGON ENVIRONMENTAL CONSULTANTS, INC.

I. SOIL SAMPLE PROCEDURES
1. Collect all samples using disposable Latex gloves. Gloves are not to be re- used. 2. Place samples into laboratory supplied glassware following requirements for specific analysis. 3. Label samples with sample ID, date, time, and job number. Immediately place samples on ice or in refrigerator to be cooled to approximately 4 degrees Celsius. 4. Store all samples on ice or refrigerate until samples are delivered to the laboratory. 5. Complete a chain of custody record for samples to be submitted to laboratory. Sign and date the chain of custody when samples are relinquished in accordance with EPA chain of custody protocol. II. GROUNDWATER SAMPLING 1. Use new disposable bailer and new nylon string to develop well and collect sample. Handle bailer and string with Latex gloves. 2. Develop well by removing 3 well volumes of water. Dispose of water in accordance with NCDEQ guidelines. 3. Following well development obtain samples in laboratory supplied glassware following requirements for specific analysis. 4. Handle, store, and transport samples in same manner as for soil samples. See items I.3, I.4, and I.5 above. III. EQUIPMENT CONTAMINATION 1. Decontaminate augers, split spoons, and other sampling equipment by the following procedure: A. Soap and tap water wash B. Tap water rinse C. Distilled deionized water rinse D. Isopropyl alcohol rinse E. Distilled water rinse 2. Use new disposable sampling equipment whenever practical.
SOP

APPENDIX E

GROUNDWATER ANALYTICAL RESULTS

Laboratory's liability in any claim relating to analyses performed shall be limited to, at laboratory's option, repeating the
analysis in question at laboratory's expense, or the refund of the charges paid for performance of said analysis.

5/31/2023
Paragon Environmental Consultants, Inc. Brandon Moore
PO Box 157 Thomasville, NC, 27361
Ref: Analytical Testing
Lab Report Number: 23-144-0015 Client Project Description: 3001 Wilkeboro Highway
Dear Brandon Moore:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 5/24/2023 for the analyses presented in the
following report.
The above referenced project has been analyzed per your instructions. The analyses were performed in accordance with the applicable analytical method.
The analytical data has been validated using standard quality control measures performed as required by the
analytical method. Quality Assurance, method validations, instrumentation maintenance and calibration for all parameters were performed in accordance with guidelines established by the USEPA (including 40 CFR 136
Method Update Rule May 2021) unless otherwise indicated. Certain parameters (chlorine, pH, dissolved oxygen, sulfite...) are required to be analyzed within 15 minutes of sampling. Usually, but not always, any field parameter analyzed at the laboratory is outside of this holding time.
Refer to sample analysis time for confirmation of holding time compliance.
The results are shown on the attached Report of Analysis(s). Results for solid matrices are reported on an as-received basis unless otherwise indicated. This report shall not be reproduced except in full and relates only to
the samples included in this report. Please do not hesitate to contact me or client services if you have any questions or need additional information. Sincerely,
Angela D Overcash Senior Project Manager
Page 1 of 27
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202337735State ProgramNorth Carolina
12/31/2023402State ProgramNorth Carolina
07/31/202399012State ProgramSouth Carolina
12/31/202299012State ProgramSouth Carolina
Page 1 of 1 00016/23-144-0015
Page 2 of 27
Report Number:
Sample Summary Table
Client Project Description:
23-144-0015
3001 Wilkeboro Highway
Lab No Client Sample ID Matrix Date Collected Date Received
05/24/2023 09:30Aqueous 96968 MW-1 05/24/2023 12:50
05/24/2023 09:30Aqueous 96969 TB 05/24/2023 12:50
Page 3 of 27
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-144-0015
Report Limit
Project:3001 Wilkeboro Highway
V 96968MW-1
J2.21 05/25/2023 03:516200BBenzeneµg/L 1.80
134 05/25/2023 03:516200BMethyl tert-butyl ether (MTBE)µg/L 1.40
107 05/25/2023 03:516200Btert-Butyl Alcohol (TBA)µg/L 16.0
13.4 05/25/2023 03:516200Bo-Xylene µg/L 2.10
13.4 05/25/2023 03:516200BXylene (Total)µg/L 2.10
0.239 05/25/2023 14:53EPA-504.1 1,2-Dibromoethane µg/L 0.00383
53.1 05/25/2023 11:35MADEP-VPH Aliphatic C5-C8 µg/L 11.5
69.4 05/25/2023 11:35MADEP-VPH Aliphatic C9-C12 µg/L 25.8
Page 4 of 27

Client: Paragon Environmental Consultants, Inc. CASE NARRATIVE
Project: 3001 Wilkeboro Highway Lab Report Number: 23-144-0015
Date: 5/30/2023
Volatile Organic Compounds - GC/MS Method 6200B Analyte: 1,2,3-Trichlorobenzene QC Batch No: V33660/V33658
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: 1,2,4-Trichlorobenzene QC Batch No: V33660/V33658
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: 1,2-Dichlorobenzene QC Batch No: V33660/V33658
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: Naphthalene QC Batch No: V33660/V33658
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: tert-Butyl alcohol QC Batch No: V33660/V33658
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Page 5 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:MW-1
96968 Matrix:
5/24/2023 9:30
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<0.002 mg/L 0.002 0.006Lead 1 05/30/23 13:40 6010DJKC
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 6 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:MW-1
96968 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<18.0 µg/L 18.0 100Acetone 10 05/25/23 03:51 V33660MSA
2.21 J µg/L 1.80 5.00Benzene 10 05/25/23 03:51 V33660MSA
<2.10 µg/L 2.10 5.00Bromobenzene 10 05/25/23 03:51 V33660MSA
<4.20 µg/L 4.20 10.0Bromochloromethane 10 05/25/23 03:51 V33660MSA
<1.60 µg/L 1.60 5.00Bromodichloromethane 10 05/25/23 03:51 V33660MSA
<15.0 µg/L 15.0 50.0Bromoform 10 05/25/23 03:51 V33660MSA
<2.80 µg/L 2.80 10.0Bromomethane 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.00n-Butylbenzene 10 05/25/23 03:51 V33660MSA
<2.00 µg/L 2.00 5.00sec-Butyl benzene 10 05/25/23 03:51 V33660MSA
<9.20 µg/L 9.20 20.0tert-Butyl benzene 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.00Carbon Tetrachloride 10 05/25/23 03:51 V33660MSA
<1.90 µg/L 1.90 5.00Chlorobenzene 10 05/25/23 03:51 V33660MSA
<1.90 µg/L 1.90 5.00Chlorodibromomethane 10 05/25/23 03:51 V33660MSA
<4.30 µg/L 4.30 10.0Chloroethane 10 05/25/23 03:51 V33660MSA
<2.20 µg/L 2.20 5.00Chloroform 10 05/25/23 03:51 V33660MSA
<2.20 µg/L 2.20 5.00Chloromethane 10 05/25/23 03:51 V33660MSA
<2.00 µg/L 2.00 5.002-Chlorotoluene 10 05/25/23 03:51 V33660MSA
<2.00 µg/L 2.00 5.004-Chlorotoluene 10 05/25/23 03:51 V33660MSA
<5.00 µg/L 5.00 5.00Di-Isopropyl Ether (DIPE)10 05/25/23 03:51 V33660MSA
<11.0 µg/L 11.0 20.01,2-Dibromo-3-Chloropropane 10 05/25/23 03:51 V33660MSA
<2.30 µg/L 2.30 5.00Dibromomethane 10 05/25/23 03:51 V33660MSA
<2.20 µg/L 2.20 5.001,2-Dichlorobenzene 10 05/25/23 03:51 V33660MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 7 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:MW-1
96968 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<1.90 µg/L 1.90 5.001,3-Dichlorobenzene 10 05/25/23 03:51 V33660MSA
<2.10 µg/L 2.10 5.001,4-Dichlorobenzene 10 05/25/23 03:51 V33660MSA
<12.0 µg/L 12.0 50.0Dichlorodifluoromethane 10 05/25/23 03:51 V33660MSA
<2.40 µg/L 2.40 5.001,1-Dichloroethane 10 05/25/23 03:51 V33660MSA
<1.50 µg/L 1.50 5.001,2-Dichloroethane 10 05/25/23 03:51 V33660MSA
<1.50 µg/L 1.50 5.001,1-Dichloroethene 10 05/25/23 03:51 V33660MSA
<2.00 µg/L 2.00 5.00cis-1,2-Dichloroethene 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.00trans-1,2-Dichloroethene 10 05/25/23 03:51 V33660MSA
<1.90 µg/L 1.90 5.001,2-Dichloropropane 10 05/25/23 03:51 V33660MSA
<1.30 µg/L 1.30 5.001,3-Dichloropropane 10 05/25/23 03:51 V33660MSA
<2.10 µg/L 2.10 20.02,2-Dichloropropane 10 05/25/23 03:51 V33660MSA
<2.00 µg/L 2.00 5.001,1-Dichloropropene 10 05/25/23 03:51 V33660MSA
<2.10 µg/L 2.10 5.00cis-1,3-Dichloropropene 10 05/25/23 03:51 V33660MSA
<1.50 µg/L 1.50 5.00trans-1,3-Dichloropropene 10 05/25/23 03:51 V33660MSA
<420 µg/L 420 2000Ethanol 10 05/25/23 03:51 V33660MSA
<1.70 µg/L 1.70 5.00Ethylbenzene 10 05/25/23 03:51 V33660MSA
<3.50 µg/L 3.50 30.0Hexachlorobutadiene 10 05/25/23 03:51 V33660MSA
<3.80 µg/L 3.80 10.02-Hexanone 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.00Isopropylbenzene 10 05/25/23 03:51 V33660MSA
<0.890 µg/L 0.890 5.004-Isopropyl toluene 10 05/25/23 03:51 V33660MSA
<7.10 µg/L 7.10 50.0Methyl Ethyl Ketone (MEK)10 05/25/23 03:51 V33660MSA
134 µg/L 1.40 10.0Methyl tert-butyl ether (MTBE)10 05/25/23 03:51 V33660MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 8 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:MW-1
96968 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<0.780 µg/L 0.780 10.04-Methyl-2-Pentanone 10 05/25/23 03:51 V33660MSA
<3.30 µg/L 3.30 20.0Methylene Chloride 10 05/25/23 03:51 V33660MSA
<4.70 µg/L 4.70 10.0Naphthalene 10 05/25/23 03:51 V33660MSA
<1.90 µg/L 1.90 5.00n-Propylbenzene 10 05/25/23 03:51 V33660MSA
<2.20 µg/L 2.20 5.00Styrene 10 05/25/23 03:51 V33660MSA
107 µg/L 16.0 100tert-Butyl Alcohol (TBA)10 05/25/23 03:51 V33660MSA
<3.50 µg/L 3.50 100tert-Butyl formate (TBF)10 05/25/23 03:51 V33660MSA
<19.0 µg/L 19.0 100tert-Amyl Alcohol (TAA)10 05/25/23 03:51 V33660MSA
<2.80 µg/L 2.80 100tert-Amyl Methyl Ether (TAME)10 05/25/23 03:51 V33660MSA
<1.60 µg/L 1.60 5.001,1,1,2-Tetrachloroethane 10 05/25/23 03:51 V33660MSA
<1.60 µg/L 1.60 5.001,1,2,2-Tetrachloroethane 10 05/25/23 03:51 V33660MSA
<2.20 µg/L 2.20 5.00Tetrachloroethene 10 05/25/23 03:51 V33660MSA
<2.20 µg/L 2.20 5.00Toluene 10 05/25/23 03:51 V33660MSA
<3.80 µg/L 3.80 5.001,2,3-Trichlorobenzene 10 05/25/23 03:51 V33660MSA
<3.10 µg/L 3.10 5.001,2,4-Trichlorobenzene 10 05/25/23 03:51 V33660MSA
<1.60 µg/L 1.60 5.001,1,1-Trichloroethane 10 05/25/23 03:51 V33660MSA
<0.960 µg/L 0.960 5.001,1,2-Trichloroethane 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.00Trichloroethene 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.00Trichlorofluoromethane 10 05/25/23 03:51 V33660MSA
<2.70 µg/L 2.70 5.001,2,3-Trichloropropane 10 05/25/23 03:51 V33660MSA
<1.90 µg/L 1.90 5.001,2,4-Trimethylbenzene 10 05/25/23 03:51 V33660MSA
<1.80 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 05/25/23 03:51 V33660MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 9 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:MW-1
96968 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<10.0 µg/L 10.0 50.0Vinyl Acetate 10 05/25/23 03:51 V33660MSA
<1.70 µg/L 1.70 5.00Vinyl Chloride 10 05/25/23 03:51 V33660MSA
13.4 µg/L 2.10 5.00o-Xylene 10 05/25/23 03:51 V33660MSA
<4.20 µg/L 4.20 10.0m,p-Xylene 10 05/25/23 03:51 V33660MSA
13.4 µg/L 2.10 5.00Xylene (Total)10 05/25/23 03:51 V33660
Surrogate: 4-Bromofluorobenzene 81.8 Limits: 70-130%05/25/23 03:5110 MSA V33660
Surrogate: Dibromofluoromethane 98.2 Limits: 70-130%05/25/23 03:5110 MSA V33660
Surrogate: 1,2-Dichloroethane - d4 99.0 Limits: 70-130%05/25/23 03:5110 MSA V33660
Surrogate: Toluene-d8 98.0 Limits: 70-130%05/25/23 03:5110 MSA V33660
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
EPA-504.1(PREP)
EPA-504.1 Prep Batch(es):V33662 05/25/23 10:50
0.239 µg/L 0.00383 0.02321,2-Dibromoethane 1 05/25/23 14:53 V33683TJW
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 10 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:MW-1
96968 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V33665 05/25/23 08:00
53.1 µg/L 11.5 50.0Aliphatic C5-C8 1 05/25/23 11:35 V33666TBL
69.4 µg/L 25.8 50.0Aliphatic C9-C12 1 05/25/23 11:35 V33666TBL
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 05/25/23 11:35 V33666TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)120 Limits: 70-130%05/25/23 11:351 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)114 Limits: 70-130%05/25/23 11:351 TBL
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 11 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:TB
96969 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<1.80 µg/L 1.80 10.0Acetone 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500Benzene 1 05/24/23 22:16 V33660MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 05/24/23 22:16 V33660MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 05/24/23 22:16 V33660MSA
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 05/24/23 22:16 V33660MSA
<1.50 µg/L 1.50 5.00Bromoform 1 05/24/23 22:16 V33660MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500n-Butylbenzene 1 05/24/23 22:16 V33660MSA
<0.200 µg/L 0.200 0.500sec-Butyl benzene 1 05/24/23 22:16 V33660MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 05/24/23 22:16 V33660MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 05/24/23 22:16 V33660MSA
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 05/24/23 22:16 V33660MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 05/24/23 22:16 V33660MSA
<0.220 µg/L 0.220 0.500Chloroform 1 05/24/23 22:16 V33660MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 05/24/23 22:16 V33660MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 05/24/23 22:16 V33660MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 05/24/23 22:16 V33660MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 05/24/23 22:16 V33660MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 05/24/23 22:16 V33660MSA
<0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 05/24/23 22:16 V33660MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 05/24/23 22:16 V33660MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 12 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:TB
96969 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 05/24/23 22:16 V33660MSA
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 05/24/23 22:16 V33660MSA
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 05/24/23 22:16 V33660MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 05/24/23 22:16 V33660MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 05/24/23 22:16 V33660MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 05/24/23 22:16 V33660MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 05/24/23 22:16 V33660MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 05/24/23 22:16 V33660MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 05/24/23 22:16 V33660MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 05/24/23 22:16 V33660MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 05/24/23 22:16 V33660MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 05/24/23 22:16 V33660MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 05/24/23 22:16 V33660MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 05/24/23 22:16 V33660MSA
<42.0 µg/L 42.0 200Ethanol 1 05/24/23 22:16 V33660MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 05/24/23 22:16 V33660MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 05/24/23 22:16 V33660MSA
<0.380 µg/L 0.380 1.002-Hexanone 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500Isopropylbenzene 1 05/24/23 22:16 V33660MSA
<0.089 µg/L 0.089 0.5004-Isopropyl toluene 1 05/24/23 22:16 V33660MSA
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 05/24/23 22:16 V33660MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 13 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:TB
96969 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 05/24/23 22:16 V33660MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 05/24/23 22:16 V33660MSA
<0.330 µg/L 0.330 2.00Methylene Chloride 1 05/24/23 22:16 V33660MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 05/24/23 22:16 V33660MSA
<0.190 µg/L 0.190 0.500n-Propylbenzene 1 05/24/23 22:16 V33660MSA
<0.220 µg/L 0.220 0.500Styrene 1 05/24/23 22:16 V33660MSA
<1.60 µg/L 1.60 10.0tert-Butyl Alcohol (TBA)1 05/24/23 22:16 V33660MSA
<0.350 µg/L 0.350 10.0tert-Butyl formate (TBF)1 05/24/23 22:16 V33660MSA
<1.90 µg/L 1.90 10.0tert-Amyl Alcohol (TAA)1 05/24/23 22:16 V33660MSA
<0.280 µg/L 0.280 10.0tert-Amyl Methyl Ether (TAME)1 05/24/23 22:16 V33660MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 05/24/23 22:16 V33660MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 05/24/23 22:16 V33660MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 05/24/23 22:16 V33660MSA
<0.220 µg/L 0.220 0.500Toluene 1 05/24/23 22:16 V33660MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 05/24/23 22:16 V33660MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 05/24/23 22:16 V33660MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 05/24/23 22:16 V33660MSA
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 05/24/23 22:16 V33660MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 05/24/23 22:16 V33660MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 05/24/23 22:16 V33660MSA
<0.190 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 05/24/23 22:16 V33660MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 14 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:TB
96969 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V33658 05/24/23 14:00
<0.180 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 05/24/23 22:16 V33660MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 05/24/23 22:16 V33660MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 05/24/23 22:16 V33660MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 05/24/23 22:16 V33660MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 05/24/23 22:16 V33660MSA
<0.21 µg/L 0.210 0.500Xylene (Total)1 05/24/23 22:16 V33660
Surrogate: 4-Bromofluorobenzene 129 Limits: 70-130%05/24/23 22:161 MSA V33660
Surrogate: Dibromofluoromethane 94.4 Limits: 70-130%05/24/23 22:161 MSA V33660
Surrogate: 1,2-Dichloroethane - d4 108 Limits: 70-130%05/24/23 22:161 MSA V33660
Surrogate: Toluene-d8 94.8 Limits: 70-130%05/24/23 22:161 MSA V33660
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 15 of 27
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 27361
23-144-0015
01156
Paragon Environmental Consultants, Inc.
PO Box 157
Brandon Moore
Thomasville
Received : 05/24/2023
3001 Wilkeboro Highway
Report Date : 05/31/2023
Sample ID :
Lab No :
Sampled:TB
96969 Matrix:
5/24/2023 9:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V33665 05/25/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 05/25/23 11:11 V33666TBL
<25.8 µg/L 25.8 50.0Aliphatic C9-C12 1 05/25/23 11:11 V33666TBL
<4.02 µg/L 4.02 50.0Aromatic C9-C10 1 05/25/23 11:11 V33666TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)109 Limits: 70-130%05/25/23 11:111 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)111 Limits: 70-130%05/25/23 11:111 TBL
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 16 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Metals Analysis
6010D
V33765QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:V33699
Associated Lab Samples: 96968
LRB-V33699 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
05/30/23 13:130.0060.002<0.002mg/LLead
LCS-V33699Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1070.1070.100mg/LLead 80-120
V 96968-MS-V33699 V 96968-MSD-V33699Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
0.103 1030.1010.1000.100< 0.002mg/LLead 101 75-125 1.9 20.0
V 96968-PDS-V33699Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
05/30/23 13:441020.255mg/LLead
Page 1 of 9Date:05/31/2023 10:43 AM
Page 17 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
Associated Lab Samples: 96968, 96969
LRB-V33658 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/24/23 20:5310.01.80<1.80µg/LAcetone
05/24/23 20:530.5000.180<0.180µg/LBenzene
05/24/23 20:530.5000.210<0.210µg/LBromobenzene
05/24/23 20:531.000.420<0.420µg/LBromochloromethane
05/24/23 20:530.5000.160<0.160µg/LBromodichloromethane
05/24/23 20:535.001.50<1.50µg/LBromoform
05/24/23 20:531.000.280<0.280µg/LBromomethane
05/24/23 20:530.5000.180<0.180µg/Ln-Butylbenzene
05/24/23 20:530.5000.200<0.200µg/Lsec-Butyl benzene
05/24/23 20:532.000.920<0.920µg/Ltert-Butyl benzene
05/24/23 20:530.5000.180<0.180µg/LCarbon Tetrachloride
05/24/23 20:530.5000.190<0.190µg/LChlorobenzene
05/24/23 20:530.5000.190<0.190µg/LChlorodibromomethane
05/24/23 20:531.000.430<0.430µg/LChloroethane
05/24/23 20:530.5000.220<0.220µg/LChloroform
05/24/23 20:530.5000.220<0.220µg/LChloromethane
05/24/23 20:530.5000.200<0.200µg/L2-Chlorotoluene
05/24/23 20:530.5000.200<0.200µg/L4-Chlorotoluene
05/24/23 20:530.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
05/24/23 20:532.001.10<1.10µg/L1,2-Dibromo-3-Chloropropane
05/24/23 20:530.5000.200<0.200µg/L1,2-Dibromoethane
05/24/23 20:530.5000.230<0.230µg/LDibromomethane
05/24/23 20:530.5000.220<0.220µg/L1,2-Dichlorobenzene
05/24/23 20:530.5000.190<0.190µg/L1,3-Dichlorobenzene
05/24/23 20:530.5000.210<0.210µg/L1,4-Dichlorobenzene
05/24/23 20:535.001.20<1.20µg/LDichlorodifluoromethane
05/24/23 20:530.5000.240<0.240µg/L1,1-Dichloroethane
Page 2 of 9Date:05/31/2023 10:43 AM
Page 18 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
Associated Lab Samples: 96968, 96969
LRB-V33658 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/24/23 20:530.5000.150<0.150µg/L1,2-Dichloroethane
05/24/23 20:530.5000.150<0.150µg/L1,1-Dichloroethene
05/24/23 20:530.5000.200<0.200µg/Lcis-1,2-Dichloroethene
05/24/23 20:530.5000.180<0.180µg/Ltrans-1,2-Dichloroethene
05/24/23 20:530.5000.190<0.190µg/L1,2-Dichloropropane
05/24/23 20:530.5000.130<0.130µg/L1,3-Dichloropropane
05/24/23 20:532.000.210<0.210µg/L2,2-Dichloropropane
05/24/23 20:530.5000.200<0.200µg/L1,1-Dichloropropene
05/24/23 20:530.5000.210<0.210µg/Lcis-1,3-Dichloropropene
05/24/23 20:530.5000.150<0.150µg/Ltrans-1,3-Dichloropropene
05/24/23 20:5320042.0<42.0µg/LEthanol
05/24/23 20:530.5000.170<0.170µg/LEthylbenzene
05/24/23 20:533.000.350<0.350µg/LHexachlorobutadiene
05/24/23 20:531.000.380<0.380µg/L2-Hexanone
05/24/23 20:530.5000.180<0.180µg/LIsopropylbenzene
05/24/23 20:530.5000.089<0.089µg/L4-Isopropyl toluene
05/24/23 20:535.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
05/24/23 20:531.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
05/24/23 20:531.000.078<0.078µg/L4-Methyl-2-Pentanone
05/24/23 20:532.000.330<0.330µg/LMethylene Chloride
05/24/23 20:531.000.470<0.470µg/LNaphthalene
05/24/23 20:530.5000.190<0.190µg/Ln-Propylbenzene
05/24/23 20:530.5000.220<0.220µg/LStyrene
05/24/23 20:5310.01.60<1.60µg/Ltert-Butyl Alcohol (TBA)
05/24/23 20:5310.00.350<0.350µg/Ltert-Butyl formate (TBF)
05/24/23 20:5310.01.90<1.90µg/Ltert-Amyl Alcohol (TAA)
05/24/23 20:5310.00.280<0.280µg/Ltert-Amyl Methyl Ether (TAME)
Page 3 of 9Date:05/31/2023 10:43 AM
Page 19 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
Associated Lab Samples: 96968, 96969
LRB-V33658 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/24/23 20:530.5000.160<0.160µg/L1,1,1,2-Tetrachloroethane
05/24/23 20:530.5000.160<0.160µg/L1,1,2,2-Tetrachloroethane
05/24/23 20:530.5000.220<0.220µg/LTetrachloroethene
05/24/23 20:530.5000.220<0.220µg/LToluene
05/24/23 20:530.5000.380<0.380µg/L1,2,3-Trichlorobenzene
05/24/23 20:530.5000.310<0.310µg/L1,2,4-Trichlorobenzene
05/24/23 20:530.5000.160<0.160µg/L1,1,1-Trichloroethane
05/24/23 20:530.5000.096<0.096µg/L1,1,2-Trichloroethane
05/24/23 20:530.5000.180<0.180µg/LTrichloroethene
05/24/23 20:530.5000.180<0.180µg/LTrichlorofluoromethane
05/24/23 20:530.5000.270<0.270µg/L1,2,3-Trichloropropane
05/24/23 20:530.5000.190<0.190µg/L1,2,4-Trimethylbenzene
05/24/23 20:530.5000.180<0.180µg/L1,3,5-Trimethylbenzene
05/24/23 20:535.001.00<1.00µg/LVinyl Acetate
05/24/23 20:530.5000.170<0.170µg/LVinyl Chloride
05/24/23 20:530.5000.210<0.210µg/Lo-Xylene
05/24/23 20:531.000.420<0.420µg/Lm,p-Xylene
05/24/23 20:534-Bromofluorobenzene (S)84.0 70-130
05/24/23 20:53Dibromofluoromethane (S)97.0 70-130
05/24/23 20:531,2-Dichloroethane - d4 (S)96.8 70-130
05/24/23 20:53Toluene-d8 (S)101 70-130
LCS-V33658 LCSD-V33658Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
31.3 78.275.230.140.0µg/LAcetone 40-160 3.9 20.0
Page 4 of 9Date:05/31/2023 10:43 AM
Page 20 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
LCS-V33658 LCSD-V33658Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.5 10395.019.020.0µg/LBenzene 70-130 7.5 20.0
20.9 10510020.020.0µg/LBromobenzene 70-130 4.4 20.0
19.7 98.588.017.620.0µg/LBromochloromethane 70-130 11.2 20.0
18.6 93.089.017.820.0µg/LBromodichloromethane 70-130 4.3 20.0
20.5 10310020.020.0µg/LBromoform 70-130 2.4 20.0
27.0 13512324.620.0µg/LBromomethane 60-140 9.3 20.0
25.0 12598.519.720.0µg/Ln-Butylbenzene 70-130 23.7*20.0
21.1 10610120.120.0µg/Lsec-Butyl benzene 70-130 4.8 20.0
21.9 11010220.320.0µg/Ltert-Butyl benzene 70-130 7.5 20.0
20.1 10190.518.120.0µg/LCarbon Tetrachloride 70-130 10.4 20.0
21.0 10510220.320.0µg/LChlorobenzene 70-130 3.3 20.0
20.1 10198.019.620.0µg/LChlorodibromomethane 70-130 2.5 20.0
27.5 13813326.520.0µg/LChloroethane 60-140 3.7 20.0
18.6 93.090.018.020.0µg/LChloroform 70-130 3.2 20.0
17.2 86.084.016.820.0µg/LChloromethane 60-140 2.3 20.0
20.6 10310120.220.0µg/L2-Chlorotoluene 70-130 1.9 20.0
21.9 11010120.220.0µg/L4-Chlorotoluene 70-130 8.0 20.0
18.9 94.588.517.720.0µg/LDi-Isopropyl Ether (DIPE)70-130 6.5 20.0
21.2 10687.017.420.0µg/L1,2-Dibromo-3-Chloropropane 70-130 19.6 20.0
22.2 11198.519.720.0µg/L1,2-Dibromoethane 70-130 11.9 20.0
19.6 98.093.518.720.0µg/LDibromomethane 70-130 4.6 20.0
26.0 13010020.020.0µg/L1,2-Dichlorobenzene 70-130 26.0*20.0
21.3 10710420.820.0µg/L1,3-Dichlorobenzene 70-130 2.3 20.0
20.7 10410020.020.0µg/L1,4-Dichlorobenzene 70-130 3.4 20.0
16.6 83.079.015.820.0µg/LDichlorodifluoromethane 60-140 4.9 20.0
20.2 10191.518.320.0µg/L1,1-Dichloroethane 70-130 9.8 20.0
Page 5 of 9* QC Fail Date:05/31/2023 10:43 AM
Page 21 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
LCS-V33658 LCSD-V33658Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.1 90.585.017.020.0µg/L1,2-Dichloroethane 70-130 6.2 20.0
20.9 10598.519.720.0µg/L1,1-Dichloroethene 70-130 5.9 20.0
19.3 96.592.518.520.0µg/Lcis-1,2-Dichloroethene 70-130 4.2 20.0
19.0 95.087.517.520.0µg/Ltrans-1,2-Dichloroethene 70-130 8.2 20.0
21.3 10792.018.420.0µg/L1,2-Dichloropropane 70-130 14.6 20.0
20.1 10110520.920.0µg/L1,3-Dichloropropane 70-130 3.9 20.0
17.3 86.589.017.820.0µg/L2,2-Dichloropropane 70-130 2.8 20.0
20.0 10093.518.720.0µg/L1,1-Dichloropropene 70-130 6.7 20.0
19.7 98.593.518.720.0µg/Lcis-1,3-Dichloropropene 70-130 5.2 20.0
19.2 96.088.517.720.0µg/Ltrans-1,3-Dichloropropene 70-130 8.1 20.0
425 85.081.0405500µg/LEthanol 60-140 4.8 20.0
19.5 97.596.019.220.0µg/LEthylbenzene 70-130 1.5 20.0
22.1 11195.019.020.0µg/LHexachlorobutadiene 70-130 15.0 20.0
20.1 10194.518.920.0µg/L2-Hexanone 60-140 6.1 20.0
22.0 11010220.320.0µg/LIsopropylbenzene 70-130 8.0 20.0
21.8 10910520.920.0µg/L4-Isopropyl toluene 70-130 4.2 20.0
17.5 87.582.016.420.0µg/LMethyl Ethyl Ketone (MEK)60-140 6.4 20.0
19.0 95.094.018.820.0µg/LMethyl tert-butyl ether (MTBE)70-130 1.0 20.0
18.2 91.089.517.920.0µg/L4-Methyl-2-Pentanone 60-140 1.6 20.0
19.0 95.089.517.920.0µg/LMethylene Chloride 70-130 5.9 20.0
21.5 10884.016.820.0µg/LNaphthalene 70-130 24.5*20.0
21.1 10698.019.620.0µg/Ln-Propylbenzene 70-130 7.3 20.0
20.6 10310120.120.0µg/LStyrene 70-130 2.4 20.0
33.8 84.511546.040.0µg/Ltert-Butyl Alcohol (TBA)40-140 30.5*20.0
46.2 11611345.040.0µg/Ltert-Butyl formate (TBF)40-140 2.6 20.0
18.2 91.089.517.920.0µg/Ltert-Amyl Alcohol (TAA)40-140 1.6 20.0
Page 6 of 9* QC Fail Date:05/31/2023 10:43 AM
Page 22 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V33660QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V33658
LCS-V33658 LCSD-V33658Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
39.0 97.591.236.540.0µg/Ltert-Amyl Methyl Ether (TAME)40-140 6.6 20.0
21.4 10798.019.620.0µg/L1,1,1,2-Tetrachloroethane 70-130 8.7 20.0
20.4 10296.519.320.0µg/L1,1,2,2-Tetrachloroethane 70-130 5.5 20.0
21.6 10810220.320.0µg/LTetrachloroethene 70-130 6.2 20.0
18.7 93.587.017.420.0µg/LToluene 70-130 7.2 20.0
22.8 11492.018.420.0µg/L1,2,3-Trichlorobenzene 70-130 21.3*20.0
25.1 12699.019.820.0µg/L1,2,4-Trichlorobenzene 70-130 23.6*20.0
20.1 10191.018.220.0µg/L1,1,1-Trichloroethane 70-130 9.9 20.0
21.7 10910521.020.0µg/L1,1,2-Trichloroethane 70-130 3.2 20.0
20.6 10310220.420.0µg/LTrichloroethene 70-130 0.9 20.0
22.6 11310821.520.0µg/LTrichlorofluoromethane 60-140 4.9 20.0
19.8 99.096.519.320.0µg/L1,2,3-Trichloropropane 70-130 2.5 20.0
21.1 10610320.520.0µg/L1,2,4-Trimethylbenzene 70-130 2.8 20.0
21.2 10698.519.720.0µg/L1,3,5-Trimethylbenzene 70-130 7.3 20.0
22.1 11110020.020.0µg/LVinyl Acetate 60-140 9.9 20.0
24.4 12210821.620.0µg/LVinyl Chloride 60-140 12.1 20.0
19.4 97.096.519.320.0µg/Lo-Xylene 70-130 0.5 20.0
42.0 10510441.540.0µg/Lm,p-Xylene 70-130 1.1 20.0
99.298.84-Bromofluorobenzene (S)70-130
97.093.8Dibromofluoromethane (S)70-130
97.097.41,2-Dichloroethane - d4 (S)70-130
103101Toluene-d8 (S)70-130
Page 7 of 9* QC Fail Date:05/31/2023 10:43 AM
Page 23 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
EDB and DBCP by Microextraction GC/ECD
EPA-504.1
V33683QC Analytical Batch(es):
Analysis Method:
Analysis Description:
EPA-504.1(PREP)
QC Prep:V33662
Associated Lab Samples: 96968
LRB-V33662 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
05/25/23 14:530.02000.00330<0.00330µg/L1,2-Dibromoethane
LCS-V33662 LCSD-V33662Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
0.309 1241110.2770.250µg/L1,2-Dibromoethane 70-130 10.9 20.0
V 96799-DUP-V33662Duplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 05/25/23 14:531.4<0.0208< 0.0208µg/L1,2-Dibromoethane
V 96800-MS-V33662Matrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.291 1120.259< 0.00342µg/L1,2-Dibromoethane 70-130
Page 8 of 9Date:05/31/2023 10:43 AM
Page 24 of 27
Quality Control Data
23-144-0015Report No:
Project Description:
Client ID:Paragon Environmental Consultants, Inc.
3001 Wilkeboro Highway
QC Prep Batch Method:
Massachusetts VPH
MADEP-VPH
V33666QC Analytical Batch(es):
Analysis Method:
Analysis Description:
MAVPH (Prep)
QC Prep:V33665
Associated Lab Samples: 96968, 96969
LRB-V33665 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
05/25/23 10:4850.011.5<11.5µg/LAliphatic C5-C8
05/25/23 10:4850.025.8<25.8µg/LAliphatic C9-C12
05/25/23 10:4850.04.02<4.02µg/LAromatic C9-C10
05/25/23 10:482,5-Dibromotoluene (FID) (S)110 70-130
05/25/23 10:482,5-Dibromotoluene (PID) (S)113 70-130
LCS-V33665 LCSD-V33665Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
295 98.394.6284300µg/LAliphatic C5-C8 70-130 3.7 50.0
364 121114343300µg/LAliphatic C9-C12 70-130 5.9 50.0
121 121115115100µg/LAromatic C9-C10 70-130 5.0 50.0
1061032,5-Dibromotoluene (FID) (S)70-130
1011062,5-Dibromotoluene (PID) (S)70-130
Page 9 of 9Date:05/31/2023 10:43 AM
Page 25 of 27
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-144-0015
Paragon Environmental Consultants, Inc.
01156
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 2.7C
Chain of Custody (COC) present?Yes No
Yes No Not Present
Yes No Not Present
Yes No
COC agrees with sample label(s)? Yes No
COC properly completed
Samples in proper containers?
Sample containers intact?
Sufficient sample volume for indicated test(s)?
All samples received within holding time?
Cooler temperature in compliance?
Yes No
Yes No
Yes No
Yes No
Yes No
Yes NoCooler/Samples arrived at the laboratory on ice.
Samples were considered acceptable as cooling
process had begun.
Yes No
Yes No N/A
Yes No N/A
Yes No N/ASoil VOA method 5035 – compliance criteria met
Water - Sample containers properly preserved
Water - VOA vials free of headspace Yes No N/A
Trip Blanks received with VOAs
Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
High concentration container (48 hr)
Custody seals intact on shipping container/cooler?
Custody seals intact on sample bottles?
Number of coolers/boxes received
Yes No
1
Signature:Angelo Norvell Date & Time:05/24/2023 14:59:17
Special precautions or instructions included?
Comments:
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