MO-28920_48124_CA_RPTS_20230403_Additional Risk Assessment Report

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]

April 3, 2023

Mr. Ryan Mills
NCDEQ-UST Section
Mooresville Regional Office
610 East Center Ave.
Mooresville, NC 28115

Re: Additional Risk Assessment Report
February – March 2023
Former Rushco Food Store #4
1901 West Innes Street
Salisbury, Rowan County
North Carolina
Facility ID Number: 00-0-0000030414
Incident Number: 48124
GRI Project Number: 5721

Dear Mr. Mills,

Please find enclosed the referenced report for the abovementioned site.
If you have any questions, please contact Sam McKay at 704-845-4010.

Sincerely,
Geological Resources, Inc.

Leslie Maxtone-Graham
Administrative Assistant

Enclosure

Cc: Mr. Joey Rusher; Rusher Oil Company, Inc.; file

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Engineering Certification: C-2727 • Geology Certification: C-127
Additional Risk Assessment Report
February – March 2023
Former Rushco Food Store #4
1901 West Innes Street
Salisbury, Rowan County
North Carolina
Facility ID Number: 00-0-0000030414
Incident Number: 48124
GRI Project Number: 5721

Prepared for:

Mr. Joey Rusher
Rusher Oil Company, Inc.
P.O. Box 1483
Salisbury, NC 28145-1483

April 3, 2023

Samuel L. McKay III, P.G.
License No.2105
Kyle Perry
Report Writer

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
i
EXECUTIVE SUMMARY
Former Rushco Food Store #4 is located at 1901 West Innes Street in Salisbury, Rowan County, North
Carolina The property operates as a petroleum retail facility and convenience store. The site is covered by
concrete and asphalt. There are two 10,000-gallon and one 7,500-gallon gasoline USTs currently in use at
the site with three associated gasoline dispensers. The surrounding properties are commercial,
residential, and institutional. According to the information determined during receptor survey activities,
no water supply wells were identified within 1,500 feet of the site. Public water is available to the site
and surrounding properties within a 1,500-foot radius of the site.

In February 2023, three monitoring wells (MW-2 through MW-4) and one telescoping well (TW-1) were
installed on the site. The monitoring wells were installed to a depth of approximately 30 feet bgs with a
screened interval of 10 feet, and the telescoping well was installed to a depth of approximately 55 feet
bgs with a screened interval of 5 feet. Soil samples were collected from 15 feet bgs and 25 feet bgs during
the installation of each new well. The soil samples were submitted for TPH-GRO analysis with UVF
technology. The RAL was below the GRO concentration in soil sample MW-4-25’.

Slug tests were conducted on MW-2, MW-3, and TW-1 on March 1, 2023. The calculated hydraulic
conductivity for the Type II monitoring wells MW-2 and MW-3 were 4.028 x 10-5 feet per minute (5.80 x
10-2 feet per day) and 6.052 x 10-5 feet per minute (8.715 x 10-2 feet per day), respectively. The seepage
velocity in the Type II monitoring wells ranged from 5.80 x 10-3 feet per day to 8.71 x 10-3 feet per day or
2.12 to 3.18 feet per year. The hydraulic conductivity and seepage velocity in the Type III monitoring well
were 3.126 x 10-4 feet per minute (0.4501 feet per day) and 4.50 x 10-2 feet per day (16.40 feet per year),
respectively.

On March 1, 2023, four monitoring wells and one telescoping well were gauged, purged and sampled.
The concentrations of benzene, toluene, ethylbenzene, xylenes, MTBE, naphthalene, acetone, TAA, TBA,
1,2-dichloroethane, 2-hexanone, isopropylbenzene, di-isopropyl ether, methylene chloride, MIBK, n-
propylbenzene, styrene, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, EDB, C5-C8 aliphatics, C9-C12
aliphatics, and/or C9-C10 aliphatics reported in the ground water samples collected from MW-1 through
MW-4 exceeded the MACs. The reported concentrations of benzene and/or MTBE reported in the ground
water samples collected from MW-1 and MW-4 exceeded the GCLs.

Based on this information, the site should be classified as Intermediate Risk. An MMPE event should be
conducted on monitoring wells MW-1, MW-3 and MW-4 to reduce contaminant concentrations in those
wells. Additional monitoring wells should be installed to further delineate the contaminant plume, and
groundwater monitoring should continue.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
ii
SITE INFORMATION
1. Site Identification
 Former Rushco Food Store #4 (Facility ID 00-0-0000030414)
 Incident Number 48124 – Intermediate Risk
 Location of Source Area: 1901 West Innes Street
Salisbury, NC 28677
Rowan County
35.768617°N, 80.853228°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System

Current UST Owner/Operator
Sampson Bladen Oil Company, Inc.
510 Commerce Street
Clinton, NC 28329
Email Unknown
[phone]

Current Property Owner
Sampson Bladen Oil Company, Inc.
510 Commerce Street
Clinton, NC 28329
Email Unknown
[phone]

Responsible Party
Rusher Oil Company, Inc
P. O. Box 1483
Salisbury, NC 28145
[e-mail]
[phone]

Property Occupant
Han-Dee Hugo’s #225
1901 West Innes Street
Salisbury, NC 28144
Email Unknown
[phone]

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

Analytical Laboratory
Waypoint Analytical, LLC
449 Springbrook Road
Charlotte, NC 28217
State Cert. Nos. 37735 and 402
[phone]
3. Information about Release
 Release was discovered on October 20, 2021.
 An unknown amount of product was released from the leaking UST System
 Two (2) 10,000-gallon gasoline UST, one (1) 7,500-gallon diesel UST, and associated pumps and
product piping are active at the site.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
iii
ACRONYMS
ACM: Asbestos Containing Materials
AFVR: Aggressive Fluid-Vapor Recovery
ARR: Acknowledgement of Report Receipt
AS: Air Sparging
AST: Aboveground Storage Tank
ASTM: American Society for Testing and
Materials
BGS: Below Ground Surface
CAP: Corrective Action Plan
CFR: Code of Federal Regulations
CSA: Comprehensive Site Assessment
DPE: Dual Phase Extraction
DRO: Total Petroleum Hydrocarbons Diesel
Range Organics
DWM: Division of Waste Management
DWR: Department of Water Resources
EPA: Environmental Protection Agency
EPH: Extractible Petroleum Hydrocarbons
ESA: Environmental Site Assessment
GCL: Gross Contamination Level
GRI: Geological Resources, Inc.
GRO: Total Petroleum Hydrocarbons
Gasoline Range Organics
LSA: Limited Site Assessment
MAC: Maximum Allowable Concentration as
specified in T15A NCAC 2L.0202
MADEP: Massachusetts Department of
Environmental Protection
MCC: Maximum Contaminant
Concentrations
MMPE: Mobile Multi-Phase Extraction
NAPL: Non-Aqueous Phase Liquid, “Free
Product”
NCDEQ: North Carolina Department of
Environmental Quality
NCDOT: North Carolina Department of
Transportation
NFA: Notice of No Further Action
NORR: Notice of Regulatory Requirements
NOV: Notice of Violation
NPDES: National Pollutant Discharge
Elimination System
NRP: Notice of Residual Petroleum
O&M: Operation and Maintenance
PAHs: Polynuclear Aromatic Hydrocarbons
PCA: Pre-Construction Assessment
RAL: Regulatory Action Level
SCLs: Soil Cleanup Level
SPCC: Spill Prevention Control and
Countermeasures
SVE: Soil Vapor Extraction
SVOCs: Semi-Volatile Organic Compounds
SWPPP: Stormwater Pollution Prevention Plan
TCLP: Toxicity Characteristic Leaching
Procedure (EPA Method SW-846 1311)
TOC: Top of Casing
TPH: Total Petroleum Hydrocarbons
USGS: United States Geological Survey
UST: Underground Storage Tank
UVF: Ultraviolet Fluorescence
VOCs: Volatile Organic Compounds
VPH: Volatile Petroleum Hydrocarbons

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
TABLE OF CONTENTS
EXECUTIVE SUMMARY ....................................................................................................................... i
SITE INFORMATION ............................................................................................................................ ii
ACRONYMS ....................................................................................................................................... iii
1.0 SITE HISTORY AND CHARACTERIZATION ...................................................................................1
2.0 MONITORING WELL INSTALLATION ..........................................................................................2
3.0 HYDROGEOLOGIC INVESTIGATION ...........................................................................................3
4.0 GROUND WATER QUALITY INFORMATION ...............................................................................3
5.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS ..................................4
6.0 CONCLUSIONS .........................................................................................................................4
7.0 LIMITATIONS ...........................................................................................................................5
8.0 STATEMENTS AND CERTIFICATION ...........................................................................................5

FIGURES
Figure 1: Site Location Map
Figure 2A: Site Vicinity Map
Figure 2B: Site Zoning Map
Figure 3: Site Map
Figure 4: Water Table Surface Map
Figure 5: Ground Water Quality Map

TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Land Use Information
Table 4: Adjacent Property Owner Information
Table 5: Well Construction and Gauging Information Results
Table 6: Summary of Slug Test Analysis
Table 7: Summary of Ground Water Sample Analytical

APPENDICES
Appendix A: State Correspondence
Appendix B: Well Permit, Subsurface Logs, and Well Construction Records
Appendix C: UVF Analytical Report
Appendix D: Slug Test Analysis
Appendix E: Laboratory Analytical Report

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the February 2023 monitoring well installation, the March 2023 slug tests, and
the March 2023 ground water sampling event conducted at the Former Rushco Food Store #4 site; located
at 1901 West Innes Street in Salisbury, Rowan County, North Carolina. A topographic map showing the
general site location and the surrounding area is included as Figure 1. These activities were conducted in
accordance with GRI Proposal No. 22-364, which was submitted to the NCDEQ on August 8, 2022, and was
approved as Task Authorization No. 48124-002 on December 12, 2022. State correspondence is included
as Appendix A.

The site is currently owned by Sampson Bladen Oil Company, Inc. and is operated by Han-Dee Hugo as a
petroleum retail facility and convenience store. A Phase II ESA was conducted at the site in October 2021.
The Phase II ESA results identified a release at the site. In December 2021, the NCDEQ issued a NORR
requiring performance of a Site Check. After further discussion, the NCDEQ concurred that it would be
appropriate to proceed directly to an LSA. The LSA was conducted at the site in March 2022 following a
failed line test that confirmed the presence of a release. One Type II monitoring well (MW-1) was installed
at the site during previous ground water assessment activities. Currently, two 10,000-gallon gasoline UST
and one 7,500-gallon diesel UST are active at the site. UST owner/operator information and UST system
information are included as Tables 1 and 2, respectively. The Registered Tank Report is shown below:

The site and surrounding area are a mixture of commercial, residential, and institutional properties. The
site contains one building and is primarily capped with concrete and asphalt. The overall topography at
the site is relatively flat. Land use information is presented in Table 3.

According to the information determined during receptor survey activities, no surface water bodies were
identified within a 500-foot radius of the site and no water supply wells were identified within a 1,500-
foot radius of the site. Municipal water is available to the site and surrounding properties. Adjacent
property owner information is presented in Table 4. A Site Vicinity Map showing the adjacent properties
is included as Figure 2.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
2

2.0 MONITORING WELL INSTALLATION
On February 20, 2023 and February 21, 2023, three Type II monitoring wells (MW-2 through MW-4) and
one Type III monitoring well (TW-1) were installed at the site. Monitoring wells MW-2 through MW-4
were installed to a total depth of 35 feet with a screened interval of 10 feet. Telescoping well TW-1 was
installed to a total depth of 55 feet with a screened interval of 5 feet. Copies of the well permit, subsurface
logs, and Well Construction Records are included in Appendix B. A Site Map showing the locations of the
monitoring wells and the structures on-site is included as Figure 3. Photos of MW-2, MW-3, MW-4, and
TW-1 are shown below:

Soil samples (MW-2-15’, MW-2-25’, MW-3-15’, MW-3-25’, MW-4-15’, MW-4-25’, TW-1-15’, and TW-2-
25’) were collected from 15 feet bgs and 25 feet bgs during the installation of each new well. The soil
samples were submitted for TPH-GRO analysis with UVF technology. The GRO concentrations in the soil
samples MW-2-15’, MW-2-25’, MW-3-15’, MW-3-25’, MW-4-15’, TW-1-15’, and TW-2-25’ were below
the RAL. The GRO concentration in soil sample MW-4-25 exceeded the RAL. The UVF laboratory report

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
3
is included as Appendix C. Additional soil samples (MW-2-25’ and TW-1-52’) were submitted for
laboratory analysis for grain size and total organic carbon. Total organic carbon concentrations for the
soil samples collected from MW-1-25’ and TW-1-52’ were 0.13% and 0.11%, respectively.

3.0 HYDROGEOLOGIC INVESTIGATION
On March 1, 2023, four Type II monitoring wells (MW-1 through MW-4) and one telescoping well (TW-1)
were gauged, purged and sampled in accordance with the NCDEQ guidelines. The depths to ground water
in the Type II monitoring wells measured on March 1, 2023 ranged from 23.51 to 25.35 feet below the
tops of well casings. Ground water elevations at the site, based on an assumed datum of 100 feet, ranged
from 74.56 to 76.12 feet. Based on this information, the ground water flow direction was generally toward
the northeast. The horizontal hydraulic gradient between MW-2 and MW-4 was approximately 0.02 feet
per foot. The vertical hydraulic gradient calculated for paired wells MW-1/TW-1 was 0.019 feet per foot
in the upward direction. Well construction and gauging information is presented in Table 5. A Water
Table Surface Map based on the Type II monitoring wells 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.)
MW-1 15 - 35 35 100.00 23.88 --- 76.12
MW-2 20 - 30 30 99.91 25.35 --- 74.56
MW-3 20 - 30 30 99.92 23.96 --- 75.96
MW-4 20 - 30 30 99.53 23.51 --- 76.02
TW-1 50 - 55 55 100.43 23.87 --- 76.56

Slug tests were conducted in MW-1, MW-2 and TW-1 on March 1, 2023. Hydraulic conductivities in the
Type II monitoring wells calculated using the Bouwer and Rice method, ranged from 4.028 x 10-5 feet per
minute (0.058 feet per day) to 6.052 x 10-5 feet per minute (0.08715 feet per day). The average hydraulic
conductivity was 5.055 x 10-5 feet per minute (0.072575 feet per day). Seepage velocities, calculated using
the equation V = k(dh/dl)/ne, ranged from 5.80 x 10-3 to 8.71 x 10-3 feet per day (2.12 to 3.18 feet per year).
The average seepage velocity was 7.255 x 10-3 feet per day (2.65 feet per year). The hydraulic conductivity
in the Type III monitoring well calculated using the Bouwer and Rice method was 3.126 x 10-4 feet per
minute (0.4501 feet per day). The seepage velocity calculated for the Type III monitoring well was 4.50 x
10-2 feet per day (16.40 feet per year). A summary of the results of slug test analyses is presented in Table
6. Calculations and raw data from the slug tests are included as Appendix D.
4.0 GROUND WATER QUALITY INFORMATION
Ground water samples collected from the monitoring wells were submitted for laboratory analyses using
EPA Method 6200B, EPA Method 504.1, MADEP VPH, and/or EPA Method 6010. The concentrations of
benzene, toluene, ethylbenzene, xylenes, MTBE, naphthalene, acetone, TAA, TBA, 1,2-dichloroethane, 2-
hexanone, isopropylbenzene, di-isopropyl ether, methylene chloride, MIBK, n-propylbenzene, styrene,
1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, EDB, C5-C8 aliphatics, C9-C12 aliphatics, and/or C9-C10
aliphatics reported in the ground water samples collected from MW-1 through MW-4 exceeded the MACs.
The reported concentrations of benzene and/or MTBE reported in the ground water samples collected

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
4
from MW-1 and MW-4 exceeded the GCLs A summary of the analytical results for ground water samples
collected on March 1, 2023 is presented in Table 7. A Ground Water Quality Map based on the March
2023 data is included as Figure 5. A complete report of laboratory analyses of the ground water samples
collected from the monitoring wells during the March 2023 sampling event has been included as Appendix
E. 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
MW-1 6,290 6,390 2,420 6,320 4,070 543 J
MW-2 91.1 60.2 971 657 458 662
MW-3 3,430 21,400 4,490 19,100 32.7 918
MW-4 26,900 54,700 4,130 19,600 32,400 967
TW-1 0.508 3.31 1.21 5.16 0.496 J <0.470

5.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS
The site is currently in the assessment phase; therefore, no natural attenuation monitoring plan is
currently in place at the site.
6.0 CONCLUSIONS
 On February 20, 2023 and February 21, 2023, three Type II monitoring wells (MW-2 through MW-
4) and one Type III monitoring well (TW-1) were installed at the site. Monitoring wells MW-2
through MW-4 were installed to a total depth of 35 feet with a screened interval of 10 feet.
Telescoping well TW-1 was installed to a total depth of 55 feet with a screened interval of 5 feet.
 Soil samples were collected from 15 feet bgs and 25 feet bgs during the installation of each new
well. The soil samples were submitted for TPH-GRO analysis with UVF technology. The RAL was
below the GRO concentration in soil sample MW-4-25’
 On March 1, 2023, four Type II monitoring wells and one telescoping well were gauged, purged
and sampled. Ground water flow direction was generally toward the northeast. The horizontal
hydraulic gradient between MW-2 and MW-4 was approximately 0.02 feet per foot. The vertical
hydraulic gradient calculated for paired wells MW-1/TW-1 was 0.019 feet per foot in the upward
direction.
 Slug tests were conducted on MW-2, MW-3, and TW-1 on March 1, 2023. The calculated hydraulic
conductivity for the Type II monitoring wells MW-2 and MW-3 were 4.028 x 10-5 feet per minute
(5.80 x 10-2 feet per day) and 6.052 x 10-5 feet per minute (8.715 x 10-2 feet per day), respectively.
The seepage velocity in the Type II monitoring wells ranged from 5.80 x 10-3 feet per day to 8.71
x 10-3 feet per day or 2.12 to 3.18 feet per year. The hydraulic conductivity and seepage velocity
in the Type III monitoring well were 3.126 x 10-4 feet per minute (0.4501 feet per day) and 4.50 x
10-2 feet per day (16.40 feet per year), respectively.
 The concentrations of benzene, toluene, ethylbenzene, xylenes, MTBE, naphthalene, acetone,
TAA, TBA, 1,2-dichloroethane, 2-hexanone, isopropylbenzene, di-isopropyl ether, methylene

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
5
chloride, MIBK, n-propylbenzene, styrene, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, EDB,
C5-C8 aliphatics, C9-C12 aliphatics, and/or C9-C10 aliphatics reported in the ground water
samples collected from MW-1 through MW-4 exceeded the MACs. The reported concentrations
of benzene and/or MTBE reported in the ground water samples collected from MW-1 and MW-4
exceeded the GCLs.
 It is recommended that additional monitoring wells be installed further to the north, south and
east of the UST basin in order to better define the ground water contaminant plume.
 MMPE events should be conducted on monitoring wells MW-1, MW-3, and MW-4 to reduce
contaminant mass concentrations in those wells.
 GRI recommends comprehensive semi-annual ground water sampling should be conducted at the
site.
7.0 LIMITATIONS
This report has been prepared for the exclusive use of Rusher Oil Company, Inc. for specific application to
the referenced site in Rowan County, North Carolina. The assessment was conducted based on the scope
of work and level of effort desired by the NCDEQ and with resources adequate only for that scope of work.
Our findings have been developed in accordance with generally accepted standards of environmental
practices in the State of North Carolina, available information, and our professional judgment. No other
warranty is expressed or implied.

The data that are presented in this report are indicative of conditions that existed at the precise locations
sampled and at the time the samples were collected. In addition, the data obtained from samples would
be interpreted as being meaningful with respect to parameters indicated in the laboratory report. No
additional information can logically be inferred from these data.
8.0 STATEMENTS AND CERTIFICATION
1 Enter the date the monitoring report was due. n/a Will this report be submitted after the
established due date?
YES NO
2 Was any required information from the above template missing from this report? YES NO
IF the answer to question #1 or# 2 is “YES”, please provide additional information in this cell to explain
what was missing and why.
3 If applicable, will any of the proposed attenuation milestones under the schedule approved
in the Corrective Action Plan not be met? (within a reasonable margin of error)
YES NO
IF the answer to question #3 is “NO”, skip to the certification under #8 below.
IF the answer to question #3 is “YES”, please generally describe in this cell the possible reason(s) and
outline proposed remedies. (This should be described in more detail in the report text above.)

N/A
4 Does any known or suspected source zone soil contamination or free product remain
outside of the assessed area that could be inhibiting natural attenuation?
YES NO

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: April 3, 2023 Former Rushco Food Store #4
Project Manager: Samuel L. McKay III, P.G. GRI Project No. 5721
6
5 Has there been an unexpected increase in contaminant mass sufficient to suggest a
potential new release from a separate onsite or offsite source?
YES NO
IF the answer to either question #4 or #5 is “YES”, generally describe in this cell any actions
recommended to further assess or clean up this known or suspected source. (This should be described
in more detail in the report text above.)

6 Certification:
I, Samuel L. McKay, III, a Licensed Geologist for Geological Resources, Inc., do certify that the information
contained in this report is correct and accurate to the best of my knowledge.

Geological Resources, Inc. is licensed to practice engineering and geology in North Carolina. The
certification number of the company or corporation is C-2727/C-127.

FIGURES
SITE LOCATIONFigure 1 Site LocationRushco Food Store 41901 West Innes StreetSalisbury, North CarolinaRowan CountyIncident No. 48124GRI Project No. 5721500 M2000 FTDate: 02/12/2022Location: 35.686822° N -80.483554° W Dad
SITE
5750-08-98-7160
5750-08-97-4
9155750-08-98-32545750-08-98-4156
5750-08-98-4275
5750-08-97-6839
5750-08-98-3010 W INNES STBRENNER AVLANTZ AV
MAHALEY AV W PARK RDE PARK RDSUMMIT AV
YOST STLILLY AV
STATESVILLE BLVD
S LINK AVROBIN RDW CORRIHER AV
PARKVIEW CIRE CORRIHER AV
OVERMAN AV EMERALD STCATAWBA RD
FAIRSON AVKING STN L IN K A V
TRUSTEE CIR
WALKER STCOLONY RDBARRI
NGER STBRAWLEY AVBRODBECK DRS MERRITT AV
HILLCREST PLSCHOFIELD PLS LINK AVBRAWLEY AVFIGURE 2A: SITE VICINITY MAPRUSHCO FOOD STORE 41901 WEST INNES STREETSALISBURY, ROWAN COUNTYNORTH CAROLINAINCIDENT NO. 48124GRI NO. 5721
PREPARED BY:GEOLOGICAL RESOURCES, INC.FEBRUARY 10, 2022
³
1,500-FOOT RADIUS
1,000-FOOT RADIUS
250-FOOT RADIUS
0 300150Feet1 inch = 300 feet
500-FOOT RADIUS
3
1
2
4
5
6 7
LEGEND
Centerlines
newstreams
Adjacent Properties
Tax_Parcels
1 Land Use Code
SITE W INNES STBRENNER AVLANTZ AV
MAHALEY AV W PARK RDE PARK RDSUMMIT AV
YOST STLILLY AV
STATESVILLE BLVD
S LINK AVROBIN RDW CORRIHER AV
PARKVIEW CIRE CORRIHER AV
OVERMAN AV EMERALD STCATAWBA RD
FAIRSON AVKING STN L IN K A V
TRUSTEE CIR
WALKER STCOLONY RDBARRI
NGER STBRAWLEY AVBRODBECK DRS MERRITT AV
HILLCREST PLSCHOFIELD PLS LINK AVBRAWLEY AVFIGURE 2B: ZONING MAPRUSHCO FOOD STORE 41901 WEST INNES STREETSALISBURY, ROWAN COUNTYNORTH CAROLINAINCIDENT NO. 48124GRI NO. 5721
PREPARED BY:GEOLOGICAL RESOURCES, INC.FEBRUARY 10, 2022
³
1,500-FOOT RADIUS
1,000-FOOT RADIUS
250-FOOT RADIUS
0 300150Feet1 inch = 300 feet
500-FOOT RADIUS
3
1
2
4
5
6 7
LEGEND
Centerlines
newstreams
ZONING - UR8
ZONING - HS
ZONING - NMX
ZONING - OSP
ZONING - GR6
ZONING - UR12
ZONING - CI
ZONING - RMX
ZONING - CMX
Tax_Parcels
1 Land Use Code

TABLES
UST ID Number 1-3 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 1-3 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 1-3 Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 1 & 2 Facility ID Number
Owner or Operator?
Owner/Operator
P.O. Box 469, Clinton, NC 28328 910-862-3197
Name of Owner or Operator Dates of Ownership / Operation
Sampson-Bladen Oil Com 11/10/2021
Address Telephone Number
00-0-00000030414
TABLE 1
UST OWNER/OPERATOR INFORMATION
RUSHCO #4 (INCIDENT NO. 48124)
Address Telephone Number
Unknown Unknown
00-0-00000030414
Name of Owner or Operator Dates of Ownership / Operation
Unknown 09/26/1971 - 08/17/2004
Address Telephone Number
P.O. Box 1483, Salisbury, NC, 28145 704-633-3211
00-0-00000030414
Name of Owner or Operator Dates of Ownership / Operation
Rusher Oil Company, Inc.08/17/2004 - 11/10/2021
Address Telephone Number
Unknown Unknown
00-0-00000030414
Name of Owner or Operator Dates of Ownership / Operation
Unknown 09/26/1969 - 09/26/1971
Page 1 of 1
Was Release
Associated
with UST
System?
(Yes / No)
1 Gasoline,
Gas Mix NA 10,000 9/26/1969 Single Wall Steel Unknwon Single Wall FRP Current Yes
2 Gasoline,
Gas Mix NA 10,000 9/26/1969 Single Wall Steel Unknwon Single Wall FRP Current No
3 Gasoline,
Gas Mix NA 7,500 9/26/1971 Single Wall Steel Unknwon Single Wall FRP Current No
TABLE 2
UST SYSTEM INFORMATION
RUSHCO #4 (INCIDENT NO. 48124)
UST
ID
No.
Current
or Most
Recent
Contents
Previous
Contents
Capacity
(gallons)
Date
Installed
Construction
Details
Tank
Dimensions
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
Facility ID #: 00-0-0000030414Date: 03/21/23
Page 1 of 1
Date: 03/21/23 Facility ID # : 00-0-0000030414
Map ID No.Land Use Feature Zoning Description Address
Distance from
Source Area
(feet)
1 Catabwa College CI College 2300 West Innes Street, Salisbury,
NC ~1,145
2 Noah's Play Loft Preschool UR8 Preschool 305 South Link Street, Salisbury, NC ~1,325
3 Temple Israel UR8 Church 1600 Brenner Avenue, Salisbury, NC
28144 ~1,150
4 W.G. Hefner VA Medical
Center HS Hospital 1601 Brenner Avenue, Salisbury, NC
28144 ~1,400
5 John Calvin Prebyterian
Church UR8 Church 1620 Brenner Avenue, Salisbury, NC
28144 ~955
6 Mission House CMX Church 121 Statesville Boulevard, Salisbury,
NC ~185
7 Iglesia Nuevo Renacer CMX Church 126 Statesville Boulevard, Salisbury,
NC 28144 ~250
n/a CMX Corridor Mixed Use n/a n/a
n/a UR8 Urban Residential 8 n/a n/a
n/a UR12 Urban Residential 12 n/a n/a
n/a CI Community/
Institutional n/a n/a
n/a NMX Neighborhood Mixed
Use n/a n/a
n/a GR6 General Residential 6 n/a n/a
n/a RMX Residential Mixed Use n/a n/a
Note:
• Properties are keyed to Figure 2B.
TABLE 3
LAND USE INFORMATION
RUSHCO #4 (INCIDENT NO. 48124)
Page 1 of 1
Date: 03/21/23 Facility ID #: 00-0-0000030414
Parcel ID PIN Number Property Owner Name Property Owner Address
001 105 (Site)5750-08-98-4156 Sampson-Bladen Oil Company P.O. Box 469
Clinton, NC, 28329-0469
001 106 5750-08-98-3254 Rusher Oil Company P.O. Box 1483
Salisbury, NC, 28145
001 104 5750-08-98-4275 Rusher Oil Company P.O. Box 1483
Salisbury, NC, 28145
021 043 5750-08-98-7160 DLP Salisbury C/O Walgreen Co.P.O. Box 901
Deerfield, IL, 60015
021 021 5750-08-97-4915 Rima Estate, LLC 11340 Twin Lakes Drive,
Orland Park, IL, 60647
021 020 5750-08-98-3010 Jeo Realty, LLC 207 Ferris Avenue,
Rockwell, NC, 28138
021 019A 5750-08-98-2014 James Owen Management, LLC 208 Ferris Avenue,
Rockwell, NC, 28138
Note:
• Properties are keyed to Figure 2A.
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
RUSHCO #4 (INCIDENT NO. 48124)
Page 1 of 1
Facility ID #: 00-0-0000030414
Well ID Date Installed
(mm/dd/yy)
Date Water
Level
Measured
(mm/dd/yy)
Well Casing
Depth
(ft. BGS)
Screened
Interval
(x to y ft.
BGS)
Bottom
of Well
(ft. BGS)
Top of
Casing
Elevation
(ft.)
Depth to
Water from
Top of Casing
(ft.)
Free Product
Thickness
(ft.)
Groundwater
Elevation
(ft.)
Comments
03/14/22 NM 23.73 ---NM
03/01/23 100.00 23.88 ---76.12
MW-2 02/20/23 03/01/23 20 20-30 30 99.91 25.35 ---74.56
MW-3 02/20/23 03/01/23 20 20-30 30 99.92 23.96 ---75.96
MW-4 02/20/23 03/01/23 20 20-30 30 99.53 23.51 ---76.02
TW-1 02/21/23 03/01/23 35 50-55 55 100.43 23.87 ---76.56
Notes:
• ft BGS : feet below ground surface.
• NM: Not measured.
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
RUSHCO #4 (INCIDENT NO. 48124)
Date: 03/21/23
MW-1 3515-351503/14/22
Page 1 of 1
Facility ID#: 0-030414
ft/min ft/day ft/day ft/year
MW-2 4.028E-05 5.800E-02 5.80E-03 2.12E+00
MW-3 6.052E-05 8.715E-02 8.71E-03 3.18E+00
TW-1 3.126E-04 4.501E-01 4.50E-02 1.64E+01
Note:
Seepage velocities calculated using the equation v = K(dh/dl)/ne , where:
K = hydraulic conductivity
ne = effective porosity = 0.20
dh/dl = hydraulic gradient = 0.02 ft/ft
TABLE 6
SUMMARY OF SLUG TEST ANALYSES
RUSHCO #4 (INCIDENT NO. 48124)
Date : 03/21/2023
Well Hydraulic Conductivity (K)Seepage Velocity (v)
Page 1 of 1
Date: 03/21/23 Facility ID #: 00-0-0000030414
EPA 504.1 SW846 6010D
Well
ID
Date Sampled
(mm/dd/yy)
1 600 600 500 20 6 6,000 40 10 0.4 40 70 70 5 100 70 70 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 6,000,000 40,000 10,000 400 40,000 30,500 70,000 5,000 100,000 26,100 70,000 28,500 24100 50 15,000 NE NE NE
03/14/22 5,710 11,300 4,200 13,700 3,740 829 *17,500 5,210 J **130 J 276 J **411 J *2,470 707 0.025 74.7 10,800 <35 5,860
03/01/23 6,290 6,390 2,420 6,320 4,070 543 J <1800 10,700 3,220 J 9.94 186 101 300 <3.30 132 281 48.6 1,710 381 NR NR NR NR NR
MW-2 03/01/23 91.1 60.2 971 657 458 662 <18.0 348 512 <1.50 <3.80 80.6 47.6 7.14 J 14.1 190 32.8 867 39.8 <0.0222 <0.002 2,180 1,930 4,320
MW-3 03/01/23 3,430 21,400 4,490 19,100 32.7 918 <18.0 196 <16.0 <1.50 <3.80 104 9.03 <3.30 <0.780 296 170 2,210 547 <0.0206 <0.002 26,400 15,200 5,660
MW-4 03/01/23 26,900 54,700 4,130 19,600 32,400 967 6,600 J 23,700 4,670 J <1.50 233 100 1,190 <3.30 <0.780 307 155 2450 588 0.810 0.003 J 51,400 15,600 5,690
TW-1 03/01/23 0.508 3.31 1.21 5.16 0.496 J <0.470 32.1 <1.90 <1.60 <0.150 <0.380 <0.180 <0.500 <0.330 <0.078 <0.190 <0.220 1.40 0.461 J <0.0208 <0.002 <11.5 37.0 J 13.9 J
03/14/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 *NR NR **<0.13 <0.13 **<0.13 *<0.13 <0.13 NR NR NR NR NR
03/01/23 <0.180 <0.220 <0.170 <0.210 <0.140 <0.470 <1.80 NR NR <0.150 <0.380 <0.180 <0.500 0.336 J <0.078 <0.190 <0.220 <0.190 <0.180 NR NR NR NR NR
Notes:
• Results reported in micrograms per liter (µg/l).
• MAC: Maximum Allowable Concentration as specified in T15A NCAC 2L.0202.
• 2B Standard: North Carolina surface water standards for Class C waters specified in T15A NCAC 2B.0200 or EPA Nathional Criteria.
• < : Less than the method detection limit specified in the laboratory report.
• GCL: Gross contamination level.
• Concentrations in bold face type indicate the MAC was below the reported concentration.
• Underlined results indicate 10 times the 2B Standards were below the reported concentrations.
• Results in italics indicate the GCLs were below the reported concentrations.
• J: Estimated value.
• NE: Not established.
• S: Toxicity exceeds solubility, no visible sheen or free product in water or on sediment or shoreline per 15A NCAC 02B .0211 & .0220
• NR: Not reported.
TABLE 7
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
RUSHCO #4 (INCIDENT NO. 48124)
Analytical Method
SM 6200B MADEP VPH REV 2.1
Contaminant of Concern
BenzeneTolueneEthylbenzeneTotal XylenesC9-C10 AromaticsLeadC5-C8 AliphaticsC9-C12 AliphaticsMethylene ChlorideStyreneMethyl isobutyl ketone (MIBK)MW-1
Trip Blank Acetone1,2-Dichloroethane2-Hexanonetert-Amyl alcohol(TAA)• Refer to laboratory report for other detectable concentrations which did not exceed the MACs.
MAC (μg/l)
GCL (μg/l)tert-Butyl alcohol(TBA)Methyl-tert-butyl ether(MTBE)Naphthalenen-PropylbenzeneIsopropylbenzeneDi-isopropyl ether1,2-Dibromoethane(EDB)1,2,4-Trimethylbenzene1,3,5-Trimethylbenzene

APPENDICES

APPENDIX A
State Correspondence

May 11, 2022
Joey Rusher Rusher Oil Company Inc. 2201 Executive Drive
Salisbury, NC 28147
Re: Notice of Regulatory Requirements 15A NCAC 2L .0407(c) [Intermediate Risk] Risk-based Assessment and Corrective Action
For Petroleum Underground Storage Tanks Rushco #4 (Former)
1901 West Innes Street, Salisbury Rowan County Incident Number: 48124 Risk Classification: Intermediate Ranking: I-115-D Dear Mr. Rusher:
The Limited Site Assessment Report received on April 29, 2022 has been reviewed by the UST Section, Division of Waste Management, Mooresville Regional Office. The review indicates soil contamination exceeds the lower of the residential or soil-to-groundwater MSCCs referenced in Title 15A
NCAC 2L .0411, and groundwater contamination exceeds the groundwater quality standards established in Title 15A NCAC 2L .0202. The risk posed by the discharge or release at the subject site is classified by the Department of Environmental Quality as intermediate, as stipulated under Title 15A NCAC 2L .0406.
The land use at the site is classified as industrial/commercial. Please note that Title 15A NCAC 2L .0407(a) requires you to notify the Department of any changes that might affect the risk or land use classifications that have been assigned.
Title 15A NCAC 2L .0407(c) [Intermediate Risk] requires you to comply with the assessment and cleanup requirements of Title 15A NCAC 2N .0706 and Title15A NCAC 2L .0106(c) and 2L .0106(g). Failure to comply in the manner and time specified may result in the assessment of civil penalties and/or the use of other enforcement mechanisms. Typically, a Comprehensive Site Assessment (CSA) Report prepared in accordance with these requirements and the most recent version of the Guidelines for Assessment and Corrective Action for UST Releases submitted to this office within 90 days of the date of this notice would satisfy this requirement. Alternatively, an extension to this deadline may be obtained through the completion and submittal of a Risk Assessment Report within 90 days of this notice. This report supplements the LSA through the assessment

of groundwater characteristics and the risk to nearby receptors. Specifically, the Risk Assessment Report should include, at a minimum:
• The installation of three horizontal extent monitoring wells and one vertical extent monitoring well.
One monitoring well shall be installed upgradient of the source of contamination and two
monitoring wells shall be installed downgradient of the source of contamination, as best as can be
determined, and located such that groundwater flow direction and hydraulic gradient may
accurately be determined. The vertical extent monitoring well shall be installed immediately
downgradient of the source area of contamination, as best as can be determined, with any drilling
greater than a depth of 75 feet requiring authorization from the regional office incident manager.
Note, the vertical extent monitoring well must not connect aquifers.
• The analysis of representative soil samples collected during the construction of the monitoring
wells. One soil sample must be collected in the unsaturated zone and one in the smear/saturated
zone from suspected worst-case locations exhibiting visible contamination or elevated levels of
volatile organic compounds based on field screening techniques. Only the suspected most
contaminated soil sample in each zone from each boring should be submitted for laboratory analysis
using the EPA 8015B TPH (or equivalent) appropriate for the fuel types suspected in the release.
• The collection of groundwater samples from the new monitoring wells, analyzed by the appropriate
method(s) for the constituents relevant to the release.
• The collection of groundwater samples from any onsite water supply wells and any water supply
wells located adjacent to the site less than 250 feet from the source area of the release, analyzed by
the appropriate method(s) for the constituents relevant to the release. Sampling of more than 5
water supply wells will require approval of the regional office incident manager.
• The survey of all monitoring wells and collection of potentiometric data for the completion of a
potentiometric surface / groundwater elevation and flow map.
• The completion of one aquifer slug test in a representative well to provide a calculation of hydraulic
conductivity, transmissivity, and linear groundwater velocity.
Because a release or discharge has been confirmed, a Licensed Geologist or a Professional Engineer, certified by the State of North Carolina, is required to prepare and certify all reports submitted to the Department in accordance with 15A NCAC 2L .0103(e) and 2L .0111(b).
Effective October 1, 2004, the Department of Environmental Quality requires that all work not determined to be an emergency response or associated with risk assessment (i.e., the Limited Site Assessment Report, per Title 15A NCAC 2L .0405) must be preapproved if State Trust Fund reimbursement
is anticipated. To comply with this requirement for a CSA, a completed Preapproval/Claim Authorization Form, encompassing the required comprehensive assessment activities must be received in this office within 14 days of the date of this letter.
However, as the Risk Assessment Report qualifies as an exempted scope of work, written preapproval is not required to complete the activities described above, as documented under Task 2.610 in the 2020 Reasonable Rate Document, Version 8/1/2020. Upon completion of any eligible activities, you
should submit your claim promptly. Reimbursement funds are budgeted based on completed preapprovals, but delays in reimbursement or even denial due to exceeding the statute of limitations on claiming eligible costs can result where claims are not submitted immediately following work completion.
Please note that before you sell, transfer, or request a “No Further Action” determination for a property that has not been remediated to below “unrestricted use” standards, you must file a Notice of Residual Petroleum ("Notice") with the Register of Deeds in the county where the property is located
(NCGS 143B-279.9 and 143B-279.11).

If you have any questions regarding trust fund eligibility or reimbursement from the Commercial Leaking Petroleum Underground Storage Tank Cleanup Fund, please contact the UST Section Trust Fund Branch at [phone]. If you have any questions regarding the actions that must be taken or the rules mentioned in this letter, please contact me at [e-mail] or at the address and phone number listed below.
Sincerely,
Ryan A. Bond, P.G. Hydrogeologist Mooresville Regional Office
UST Section, Division of Waste Management, NCDEQ
cc: Adrian Pruett – Iredell County Health Department Sam McKay, P.G. - GRI
Mooresville Regional Office | 610 E Center Ave | Suite 301 | Mooresville, NC 28115 | [phone] MO-28920_48124_G_NORR_20220511
Site Name City / County /Rowan Incident #48124
Resp Pty Name / Contact Incident Mgr Region MOR
RP Type (Owner/Operator / Landowner / Attny‐in‐fact)Change Order? Prev. TA #1
Consultant / Project Mgr /Sam McKay
Telephone / Fax Number /Task Authorization Number:2 ChangeOrd:
Project Mgr Email Site Risk / Rank / Abatement:I‐115‐D RRA Date:5/11/2022
Proposal# / Scope Dates /% Commercial (C=100%,  NC=0%,  Both=1%‐99%)
Has STF Eligibility Been Determined? (Y/N)Site Status (Active  or  NFA Date)
With Claim: [  ] All Main Consultant/Contractor invoices attached? [  ] Proof of payment attached directly to the front of each invoice?
 Important: The date of reimbursement is dependent on the Trust Fund balance. There may be a delay in the reimbursement of claims for work under this ePATA.3rd Pty Ded?Task #Lab / 
SubCode
RO IM AuthProposed 
Rate/Price
(Consultant)RO Supv. AuthProposed Task 
Subtotal
(Consultant)
Final 
Preapproved 
Subtotal
(UST Section)
Claimed 
Amount3
(Consultant)
3.101 90 / feet Y $12.50 y $1,125.00 $1,125.00 /
3.101 55 / feet Y $18.00 y $990.00 $990.00 /
3.113 90 / feet Y $50.00 y $4,500.00 $4,500.00 /
3.115 55 / feet Y $75.00 y $4,125.00 $4,125.00 /
3.118 145 / feet Y $5.00 y $725.00 $725.00 /
3.351 5 / wells Y $80.00 y $400.00 $400.00 /
3.397 2 / Mobes Y $100.00 y $200.00 $200.00 /
3.398 2 / Mobes Y $350.00 y $700.00 $700.00 /
3.500 3 / nights Y $151.00 y $453.00 $453.00 /
4.031 5 / wells Y $110.00 y $550.00 $550.00 /
4.080 8/sample pt.Y $45.00 y $360.00 $360.00 /
4.090 #240 5 / samples Y $94.00 y $470.00 $470.00 /
4.090 #272 1 / sample Y $66.00 y $66.00 $66.00 /
4.090 #280 4 / samples Y $45.00 y $180.00 $180.00 /
4.090 #330 4 / samples Y $14.00 y $56.00 $56.00 /
4.090 #341 4 / samples Y $56.00 y $224.00 $224.00 /
4.090 #590 3 / samples Y $38.00 y $114.00 $114.00 /
4.090 #640 3 / samples Y $129.00 y $387.00 $387.00 /
4.091 1/shipment Y $60.00 y $60.00 $60.00 /
5.010 1 / event Y $1,300.00 y $1,300.00 $1,300.00 /
6.032 1 / report Y $1,800.00 y $1,800.00 $1,800.00 /
12.030 1 / night Y $151.00 y $151.00 $151.00 /
12.050 1 / trip Y $250.00 y $250.00 $250.00 /
12.055 1 / trip Y $50.00 y $50.00 $50.00 /
//
//
//
Requested Preapproved Claimed3
 TOTAL:$19,236.00 $19,236.00 TOTAL:
Total Standard Costs (Not Third Party)$19,236.00 $19,236.00 Total Standard Costs
Total applied as Third Party Deductible/Damage Costs $0.00 $0.00 Total Third Pty Costs
Process Tracking (Date)
TA Submittal: 8/4/22 by: (PM)(Reserved for RO)
RO Review: 12/7/22 by: (IM) Joint UST Preapproval Confirmed By: Date
1 12/12/2022
RO Supv. Review: 12/12/22 by: (STF) RP or Designee Receipt Confirmation By: Date 4
1 ‐ This ePATA expires one year from the Joint UST Preapproval date.  This does not extend, alter, or supersede any regulatory deadlines (e.g., NORR's, NOV's, Enforcements, etc.)
2 ‐ THE ONE YEAR STATUTE OF LIMITATIONS APPLIES TO EACH INDIVIDUAL TASK. Costs must be claimed within one year of completion of that task to be reimbursable.
3 ‐ Only Tasks included on this ePATA may be claimed.  Do not include other Tasks or claimed costs (i.e., Claim preparation) that were not preapproved or the claim will be returned.
4 ‐ Preapproval is not valid (i.e., claimable) until receipt is signed as 'Confirmed' by the RP or their designee within a week of approval.  The signed pre‐approval must be submitted
in the submitted claim. Signature indicates acknowledgement of the tasks and amounts approved. Any objections/appeals must be submitted via Change Order prior to work
proceeding.  Scope/cost negotiations do not supersede other regulatory deadlines as described in #1 above.  Also, any ePATA that has been signed as 'Confirmed' by both the
UST Section and RP is not to be modified without written consent by all signatories.
5 ‐ Tasks approved on Directed ‐ CAB Only ePATAs must be performed in accordance with all applicable rules, statutes, and RRD Task Scopes of Work to be reimbursed in full.
DWM/UST ePATA 4/1/2022
SM
Proposed 
Units / Type
(Consultant)
Ryan Bond
ActiveYES
22‐364 September 2022
704‐845‐4012
Dates of Work
(Consultant)
Started1  /  Completed2
FINAL REIMBURSEMENT
100.00%
[e-mail]
Rusher Oil Company, Inc. 
Geological Resources, Inc.
DIRECTED ‐ CAB ONLY
Salisbury
(Must Complete with Claim Submittal)(See Instructions / RRD for Tasks requiring Preapproval / Task Authorization)
Landowner
704‐845‐4010
(Reserved for Incident Manager)
PREAPPROVAL / TASK AUTHORIZATION
Rushco #4 (former)
Note: This Electronic Preapproval Task Authorization (ePATA) shall be used to receive preapproval from the UST Section. A proposal,including maps andfigures,must be attached to
elaborate on the costs for the tasks listed below that describes the scope of work and the rationale for the proposed activities.If, following completion of this ePATA, you discover that
unexpected tasks must be performed, incurring costs for tasks not originally included with this form, you must complete and submit a separate ePATA request designated as a "Change
Order" in the provided space above prior to conducting those tasks. Include a copy of the prior ePATA form for confirmation. Please attach this form to the cover of the corresponding
claim when requesting reimbursement. IMPORTANT:Only one claim may be submitted per ePATA and all work on the ePATA must have been completed within 12 months of the
completion date of the FIRST completed task to remain within the Statute of Limitations. All ePATAs submitted within a claim are closed with that claim, and may not be re-used in a
separate submittal, even for costs or tasks that were not originally claimed. Final reimbursement of costs associated with the Total Claimed amount below may be affected by the
eligibility status of the site (i.e., deductibles, apportionment, etc.), and the documentary validation of incurred costs as reasonable and necessary expenses per 15A NCAC 2P .0402 and
.0404.
TMB
RHT
(Initials)
ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORM
Dept of Environmental Quality  ‐Division of Waste Management
5721 Received DEC 12 2022
12/12/2022

APPENDIX B
Well Permit, Subsurface Logs, and Well Construction Records

North Carolina Department of Environmental Quality | Division of Water Resources
Mooresville Regional Office | 601 East Center Avenue, Suite 301 | Mooresville, NC 28115
704.663.1699
February 16, 2023

Mr. Joey Rusher (via email)
Rusher Oil Company
P.O. Box 1483
Salisbury, NC 28145
RE: Monitoring Well Construction Permit
Permit # WM0301265
Ruscho Food Store #4
1901 West Innes Street, Salisbury
Rowan County

Dear Mr. Rusher,

In accordance with your completed application received on February 16, 2023, we are forwarding
herewith Monitoring Well Construction Permit Numbered WM0301265 and issued for the
construction of four monitoring wells located at the subject site in Salisbury, Rowan County.

This Permit will be effective for one year from the date of issuance and shall be subject to the
conditions and limitations as specified therein.

Should you have any questions, please contact Maria Schutte at [phone], or by email
at [e-mail].

Sincerely,

Andrew H. Pitner, P.G., Assistant Regional Supervisor
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources

CC: WQROS, Central Office (via Laserfiche)
Sam McKay, P.G., Geological Resource, Inc (via email)
Sam Bowers, Well Contractor, Geological Resources, Inc. (via email)

NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES

PERMIT FOR THE CONSTRUCTION OF A MONITORING WELL
In accordance with the provisions of Article 7, Chapter 87, North Carolina General Statutes, and other applicable Laws,
Rules and Regulations.
PERMISSION IS HEREBY GRANTED TO
Rusher Oil Company (Geological Resources, Inc. as Agent)

FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM consisting of four monitoring wells owned by Rusher Oil
Company at the subject site located at 1901 West Innes Street, in Salisbury, Rowan County. This Permit is issued in
accordance with the application received on February 15, 2023, in conformity with specifications and supporting data, all of
which are filed with the Department of Environmental Quality and are considered integral parts of this Permit.

This Permit is for well construction only and does not waive any provision or requirement of any other applicable law or
regulation. Construction of any well under this Permit shall be in strict compliance with the North Carolina Well Construction
Regulations and Standards (15A NCAC 02C .0100), and other State and Local Laws and regulations pertaining to well
construction.

If any requirements or limitations specified in this Permit are unacceptable, you have a right to an adjudicatory hearing upon
written request within 30 days of receipt of this Permit. The request must be in the form of a written petition conforming to
Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, North Carolina 27699-6714. Unless such a demand is made, this Permit is final and binding.

This Permit will be effective for one year from the date of its issuance and shall be subject to other specified conditions,
limitations, or exceptions as follows:

1. Issuance of this Permit does not obligate reimbursement from State trust funds, if these wells are being installed as
part of an investigation for contamination from an underground storage tank or dry cleaner incident.
2. Issuance of this Permit does not supersede any other agreement, permit, or requirement issued by another agency.
3. The well(s) shall be located and constructed as shown on the attachments submitted as part of the Permit application.
4. Each well shall have a Well Contractor Identification Plate in accordance with 15A NCAC 02C .0108(o).
5. Well construction records (GW-1) for each well shall be submitted to the Division of Water Resources’ Information
Processing Unit within 30 days of the well completion.
6. When the well is discontinued or abandoned, it shall be abandoned in accordance with 15A NCAC 02C .0113 and a
well abandonment record (GW-30) shall be submitted to the Division of Water Resources’ Information Processing
Unit within 30 days of the well abandonment.
7. If the well penetrates any water-bearing zone that contains contaminated waters, the upper three feet of the well
shall be grouted within one day after the casing is set or the well abandoned.
8. Temporary wells must be permanently abandoned or converted to a permanent well within seven days (168 hours)
of completion of drilling the borehole.

Permit issued the 16th day of February 2023

FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

_______________________________________________
Andrew H. Pitner, P.G., Assistant Regional Supervisor
Division of Water Resources
By Authority of the Environmental Management Commission
Permit No. # WM0301265
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Rushco #4
Address 1901 West Innes St. Salisbury, NC
Boring Number MW-2 Date Drilled
Sample Method Grab Drilling Method 6" SSA
Completion Det.Well set @ 30.0' w/ 10' of screen
Driller Matt Steele; 4548A Log By Kyle Perry
Lab Sample GRO
Depth Sample Interval(ft)mg/kg LITHOLOGY
0
2
4
6
8
10

12
14
MW-2-15'15.0'45.8
16

18
20
22

24
MW-2-25'25.0'13.6
26
28

30
32
34

36
boring terminated; well set @ 30.0'
20.0' - 30.0' green/grey sandy SILT
02/20/23
0.0' - 0.5' asphalt
0.5' - 8.0' dark grey clayey sandy SILT
8.0' - 20.0' light green/tan sandy SILT
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Rushco #4
Address 1901 West Innes St. Salisbury, NC
Boring Number MW-3 Date Drilled
Sample Method Grab Drilling Method 6" SSA
Completion Det.Well set @ 30.0' w/ 10' of screen
Driller Matt Steele; 4548A Log By Kyle Perry
Lab Sample GRO
Depth Sample Interval(ft)mg/kg LITHOLOGY
0
2
4
6
8
10

12
14
MW-3-15'15.0'<10
16

18
20
22

24
MW-3-25'25.0'<10
26
28

30
32
34

36
boring terminated; well set @ 30.0'
15.0' - 30.0' green/grey clayey sandy SILT; moist; petrol odor
8.0' - 15.0' green/grey sandy SILT; petrol odor
02/20/23
0.0' - 0.5' asphalt
0.5' - 8.0' brown clayey sandy SILT; petrol odor
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Rushco #4
Address 1901 West Innes St. Salisbury, NC
Boring Number MW-4 Date Drilled
Sample Method Grab Drilling Method 6" SSA
Completion Det.Well set @ 30.0' w/ 10' of screen
Driller Matt Steele; 4548A Log By Kyle Perry
Lab Sample GRO
Depth Sample Interval(ft)mg/kg LITHOLOGY
0
2
4
6
8
10

12
14
MW-4-15'15.0'<10
16

18
20
22

24
MW-4-25'25.0'528
26
28

30
32
34

36
boring terminated; well set @ 30.0'
15.0' - 30.0' tan/brown sandy SILT; petrol odor
8.0' - 15.0' green/grey sandy SILT; petrol odor
02/20/23
0.0' - 0.5' asphalt
0.5' - 8.0' brown clayey sandy SILT
Geological Resources, Inc.Phone:[phone]
3502 Hayes Road Fax:[phone]
Monroe, NC 28110
SUBSURFACE LOG
Project Rushco #4
Address 1901 West Innes St. Salisbury, NC
Boring Number TW-1 Date Drilled 2/20/2023 - 2/21/2023
Sample Method Grab Drilling Method 10" HSA / 4.5" Mud Rotary
Completion Det.Well set @ 55.0' - 35' outer casing - 5' of screen
Driller Matt Steele; 4548A Log By Kyle Perry
Lab Sample GRO
Depth Sample Interval(ft)mg/kg LITHOLOGY
0
2
4
6
8
10

12
14
TW-1-15'15.0'<10
16

18
20
22

24
TW-1-25'25.0'<10
26
28

30
32
34

36
38
40

42
44
46

48
50
52
54
56
58
60
boring terminated; well set @ 55.0'
35.0' - 40.0' tan/brown clayey sandy SILT
40.0' - 55.0' brown clayey sandy SILT
30.0' - 35.0' tan/brown sandy SILT; petrol odor
10.0' - 20.0' brown CLAY; petrol odor
20.0' - 30.0' brown clayey sandy SILT; petrol odor
0.0' - 0.5' asphalt
0.5' - 3.0' grey/brown CLAY; petrol odor
3.0' - 5.0' brown clayey sandy SILT; petrol odor
5.0' - 7.0' green/grey sandy SILT; petrol odor
7.0' - 10.0' brown sandy SILT; petrol odor
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:

Well Contractor Name

NC Well Contractor Certification Number

Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 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. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 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 INSTUCTIONS 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 ONLY: In addition to sending the form to the address in
24a above, also submit a 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:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY:
Matt Steele
4548-A
Geological Resources, Inc.
WM0301265
4
02/20/2023 MW-2
Rushco Food Store #4 00-0-0000030414
1901 W. Innes St. Salisbury, NC
Rowan 5750-08-98-4156
35.686822 80.483554
1
30
25.34
6
Augers
25.34 30
Sch 40 PVC
0 20 2 Sch 40 PVC
20 30 2 0.010 Sch 40 PVC
0 16 cement pour
16 18 bentonite pour
18 30 #2 sand pour
0.0 0.5 asphalt
0.5 8.0 dark grey clayey sandy SILT
8.0 20.0 light green/tan sandy SILT
20.0 30.0 green/grey sandy SILT
02/20/2023
_______________
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:

Well Contractor Name

NC Well Contractor Certification Number

Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 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. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 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 INSTUCTIONS 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 ONLY: In addition to sending the form to the address in
24a above, also submit a 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:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY:
Matt Steele
4548-A
Geological Resources, Inc.
WM0301265
4
02/20/2023 MW-3
Rushco Food Store #4 00-0-0000030414
1901 W. Innes St. Salisbury, NC
Rowan 5750-08-98-4156
35.686822 80.483554
1
30
23.95
6
Augers
23.95 30
Sch 40 PVC
0 20 2 Sch 40 PVC
20 30 2 0.010 Sch 40 PVC
0 16 cement pour
16 18 bentonite pour
18 30 #2 sand pour
0.0 0.5 asphalt
0.5 8.0 brown clayey sandy SILT
8.0 15.0 green/grey sandy SILT
15.0 30.0 green/grey clayey sandy SILT
02/20/2023
_______________
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:

Well Contractor Name

NC Well Contractor Certification Number

Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 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. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 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 INSTUCTIONS 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 ONLY: In addition to sending the form to the address in
24a above, also submit a 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:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY:
Matt Steele
4548-A
Geological Resources, Inc.
WM0301265
4
02/20/2023 MW-4
Rushco Food Store #4 00-0-0000030414
1901 W. Innes St. Salisbury, NC
Rowan 5750-08-98-4156
35.686822 80.483554
1
30
23.45
6
Augers
23.45 30
Sch 40 PVC
0 20 2 Sch 40 PVC
20 30 2 0.010 Sch 40 PVC
0 16 cement pour
16 18 bentonite pour
18 30 #2 sand pour
0.0 0.5 asphalt
0.5 8.0 brown clayey sandy SILT
8.0 15.0 green/grey sandy SILT
15.0 30.0 tan/brown sandy SILT
02/20/2023
_______________
WELL CONSTRUCTION RECORD
This form can be used for single or multiple wells
Form GW-1 North Carolina Department of Environment and Natural Resources – Division of Water 5HVRXUFHV Revised AXJXVW 2013
1. Well Contractor Information:

Well Contractor Name

NC Well Contractor Certification Number

Company Name 2. Well Construction Permit #: List all applicable well permits (i.e. County, State, Variance, ,QMHFWLRQetc.) 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. Number of wells constructed: For multiple injection or non-water supply wells ONLY with the same construction, you can submit one form. 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 INSTUCTIONS 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 ONLY: In addition to sending the form to the address in
24a above, also submit a 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:
Also submit one copy of this form within 30 days of completion ofwell construction to the county health department of the county whereconstructed.
For Internal Use ONLY:
Matt Steele
4548-A
Geological Resources, Inc.
WM0301265
4
02/20/2023 TW-1
Rushco Food Store #4 00-0-0000030414
1901 W. Innes St. Salisbury, NC
Rowan 5750-08-98-4156
35.686822 80.483554
1
30
23.87
10
Augers / Rotary
23.87 55
0 35 5 Sch 40 PVC
0 50 2 Sch 40 PVC
50 55 2 0.010 Sch 40 PVC
0 46 cement pour
46 48 bentonite pour
48 55 #2 sand pour
0.0 0.5 asphalt
0.5 3.0 grey/brown CLAY
3.0 10.0 brown to green/grey clayey sandy SILT
10.0 20.0 brown CLAY
20.0 30.0 brown clayey sandy SILT
30.0 35.0 tan/brown sandy SILT
35.0 55.0 tan/brown clayey sandy SILT
02/21/2023
_______________

APPENDIX C
UVF Analytical Report

3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]
Engineering Certification: C-2727 • Geology Certification: C-127
UVF Trilogy Analytical Report

Samples Collected: February 20, 2023
Samples Analyzed: February 22, 2023
Site Name: Rushco Food Store #4 (Salisbury)
Site Address: 1901 West Innes Street, Salisbury, NC
GRI Project Number: 5721

February 22, 2023

Xavier T. Farmer, G.I.T.
Operator

Technical Procedures
Calibration
The UFV Trilogy has standard calibrations stored for the following analysis:
 GRO
 DRO
 Total PAH
 Target PAH
 Heavy PAH
Prior to use, calibration standards are used to perform a 5-point verification on the factory stored
calibrations for GRO and DRO. The calibration standards used are as follows:
GRO
 0.5 ppm
 1 ppm
 3 ppm
 5 ppm
 10 ppm
DRO
 0.1 ppm
 0.5 ppm
 1 ppm
 3 ppm
 5 ppm
Operation
Sample Extraction
 5mg of soil are weighed into a clean extraction jar
 Methanol is added to the extraction jar to create a 2x or 4x dilution
o 2x Dilution: 10 mL of methanol
o 4x Dilution: 20 mL of methanol
 The extraction jar is shaken for several minutes to thoroughly mix the soil with solvent
(methanol)
 The mixture is allowed to settle for several minutes
 A clean syringe is used to draw liquid from the extraction jar
 A clean filter is attached to the end of the syringe and the liquid dispensed through the filter
into a clean test tube
 This liquid is referred to as the extraction
Dilution Preparation
 An adjustable micropipette is used to precisely measure out the amount of extract needed for
the dilution
 The measured out amount of the extract is added to a clean test tube and methanol is added
dilute the extract. Examples of dilutions are shown below:

Extract Amount
500 μL
200 μL
100 μL
50 μL
25 μL

Add Solvent to the
5 mL line
5 mL line
5 mL line
5 mL line
5 mL line
2x Extract
Dilution Factor
20x
50x
100x
200x
400x
4x Extract
Dilution Factor
40x
100x
200x
400x
800x

Technical Procedures
Sample Analyzation
 The dilution is shaken to thoroughly mix, then poured into a clean glass cuvette
 The desired module is inserted into the UVF Trilogy and the corresponding factory calibration is
selected
 “Measure Fluorescence” is pressed on the touchscreen and the reading is recorded
 The reading should be between the concentrations of the calibration standards (GRO: 0.5-10
ppm; DRO 0.1-5 ppm)
o Reading below the calibration standard range are recorded as below the detection limit
 Detection Limit = (lower range of calibration standards range) x dilution factor
(i.e. a GRO sample with a 100x dilution factor has a detection limit of 50 ppm)
o Readings above the calibration standard range should be further diluted and reanalyzed
o Negative readings are an indication of quenching (see below)
 The reading is multiplied by the dilution factor to calculate the final concentration
 Check suspected contaminated samples for quenching by running additional dilutions
o According to the siteLAB Quick Reference Guide:
“Quenching” can occur when the detector is swamped by too many hydrocarbons or
organic interferences, producing low or negative concentrations. Test the sample at
multiple dilutions to confirm results are linear and accurate.”
QA/QC
Method Blank
 A method blank of methanol will be analyzed following calibration and following the last sample
analyzed each day
Duplicates
 One duplicate will be analyzed for every 20 samples
 The duplicate will be prepared from the extract of the sample and diluted to the same factor as
the sample analyzed
Project Name:Date Collected:
Project Number:Date Analysed:
Project Manager:Operator:
Sample ID Matrix Dilution
Factor x
GRO
Output
(ppm)
=GRO Value
(mg/Kg)
Dilution
Factor x
DRO
Output
(ppm)
=DRO Value
(mg/Kg)
MW-2-15'Soil 20 2.29 45.8
MW-2-25'Soil 20 0.68 13.6
MW-3-15'Soil 20 <0.5 <10
MW-3-25'Soil 20 <0.5 <10
MW-4-15'Soil 20 <0.5 <10
MW-4-25'Soil 100 5.28 528
TW-1-15'Soil 20 <0.5 <10
TW-1-25'Soil 20 <0.5 <10
UVF Analytical Report
siteLAB UVF Trilogy
2/22/2023
2/20/2023
Xavier Farmer
Rushco Food Store #4
5721
Sam McKay
Report Date:
2/22/2023
Page:
1 of 1
Page:
1 of 1

APPENDIX D
Slug Test Analysis
0.0.8 1.6 2.4 3.2 4.
0.1
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Time (min)
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WELL TEST ANALYSIS
Data Set: F:\...\MW-2 Graph.aqt
Date: 04/03/23 Time: 12:12:50
PROJECT INFORMATION
Company: Geological Resources, Inc.
Client: Rushco #4
Project: 5721
Location: Salisbury, NC
Test Well: MW-2
Test Date: 03/01/2023
AQUIFER DATA
Saturated Thickness: 31.13 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (MW-2)
Initial Displacement: 1.75 ft Static Water Column Height: 4.65 ft
Total Well Penetration Depth: 4.65 ft Screen Length: 4.65 ft
Casing Radius: 0.085 ft Well Radius: 0.25 ft
Gravel Pack Porosity: 0.3
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 4.028E-5 ft/min y0 = 1.672 ft
Page Item Value Remarks
NA Static depth to water (SDTW) from TOC SDTW 25.35 Test well
Initial DTW (IDTW) - after remove/introduce slug from TOC IDTW 27.10 Test well
Total well depth (TWD)TWD 30.00 Test well
Top of Casing Elevation (TOC)TOC 99.91 Test well
Highest historical ground water elevation at site (HGWE)HGWE 76.56 All site wells
Deepest well depth elevation (DWDE)DWDE 45.43 Deepest well
5 Project Name
Project location (city, state)
Test Well #
Date slug test conducted
6 H(o): Initial displacement (IDTW minus SDTW)H(o)1.75 Use 1.75
H: Static water column height H 4.65 TWD minus SDTW
Well #MW-2 Test well ID
7 b: Saturated thickness of aquifer b 31.13
HGWE - DWDE
* If no telescoping well, use H
KV/KH: Vertical/Horizontal KV/KH 0.1 Use 0.1
8 D: Casing length 0 Use 0.0 If water table intersects screen
L: Well screen length 4.65 Use H If H is less than L
9 R(c ): Inside radius of well casing R(c)0.085 Use 0.085 for 2" wells; use 0.167 for 4" wells
R(w): Well radius R(w)0.2500 1/2 auger outside diameter in feet
R(sk): Well skin radius R(sk)0.2500 1/2 auger outside diameter in feet
10 N(e): N(e): 0.3 Use 0.3
H(o): H(o)1.75 Use H(o)
Rushco #4
Salisbury, NC
MW-2
03/01/23
AQTESOLV DATA ENTRY FORM
(For wells screened ACROSS water table)
File: AQTESOLV Data Entry Form
Rushco #4
Well MW-2
Test Date 03/01/23
Initial DTW
(ft) 25.35

Time Displacement
(min) (ft)
0.000 0.0000
0.017 0.5570
0.033 1.8250
0.050 1.7560
0.067 1.7430
0.083 1.7310
0.100 1.7300
0.117 1.7290
0.133 1.7230
0.150 1.7090
0.167 1.7150
0.183 1.7100
0.200 1.7080
0.217 1.7080
0.233 1.7090
0.250 1.7090
0.267 1.7020
0.283 1.7010
0.300 1.7030
0.317 1.7020
0.333 1.7020
0.350 1.7020
0.367 1.7020
0.383 1.7010
0.400 1.7020
0.417 1.6950
0.433 1.6950
0.450 1.6950
0.467 1.6950
0.483 1.6940
0.500 1.6940
0.517 1.6940
0.533 1.6950
0.550 1.6950
0.567 1.6880
0.583 1.6950
Time Displacement
(min) (ft)
0.600 1.6880
0.617 1.6880
0.633 1.6880
0.650 1.6870
0.667 1.6880
0.683 1.6890
0.700 1.6880
0.717 1.6890
0.733 1.6870
0.750 1.6810
0.767 1.6820
0.783 1.6810
0.800 1.6810
0.817 1.6810
0.833 1.6800
0.850 1.6800
0.867 1.6820
0.883 1.6810
0.900 1.6810
0.917 1.6950
0.933 1.6800
0.950 1.6810
0.967 1.6810
0.983 1.6800
1.000 1.6810
1.017 1.6810
1.033 1.6730
1.050 1.6810
1.067 1.6810
1.083 1.6740
1.100 1.6800
1.117 1.6740
1.133 1.6740
1.150 1.6730
1.167 1.6740
1.183 1.6740
1.200 1.6740
1.217 1.6730
1.233 1.6740
1.250 1.6730
1.267 1.6740
1.283 1.6740
1.300 1.6730
Time Displacement
(min) (ft)
1.317 1.6740
1.333 1.6750
1.350 1.6740
1.367 1.6680
1.383 1.6740
1.400 1.6680
1.417 1.6670
1.433 1.6750
1.450 1.6680
1.467 1.6690
1.483 1.6680
1.500 1.6680
1.517 1.6670
1.533 1.6680
1.550 1.6680
1.567 1.6690
1.583 1.6690
1.600 1.6690
1.617 1.6690
1.633 1.6670
1.650 1.6690
1.667 1.6690
1.683 1.6690
1.700 1.6690
1.717 1.6690
1.733 1.6690
1.750 1.6700
1.767 1.6680
1.783 1.6680
1.800 1.6690
1.817 1.6680
1.833 1.6600
1.850 1.6680
1.867 1.6610
1.883 1.6610
1.900 1.6600
1.917 1.6610
1.933 1.6600
1.950 1.6600
1.967 1.6610
1.983 1.6600
2.000 1.6610
2.017 1.6610
Time Displacement
(min) (ft)
2.033 1.6610
2.050 1.6600
2.067 1.6610
2.083 1.6610
2.100 1.6610
2.117 1.6620
2.133 1.6620
2.150 1.6610
2.167 1.6610
2.183 1.6620
2.200 1.6610
2.217 1.6610
2.233 1.6610
2.250 1.6610
2.267 1.6610
2.283 1.6600
2.300 1.6610
2.317 1.6600
2.333 1.6610
2.350 1.6600
2.367 1.6530
2.383 1.6540
2.400 1.6520
2.417 1.6540
2.433 1.6530
2.450 1.6530
2.467 1.6530
2.483 1.6530
2.500 1.6530
2.517 1.6540
2.533 1.6530
2.550 1.6530
2.567 1.6540
2.583 1.6540
2.600 1.6540
2.617 1.6530
2.633 1.6540
2.650 1.6540
2.667 1.6540
2.683 1.6540
2.700 1.6530
2.717 1.6530
2.733 1.6540
Time Displacement
(min) (ft)
2.750 1.6540
2.767 1.6530
2.783 1.6540
2.800 1.6540
2.817 1.6540
2.833 1.6540
2.850 1.6540
2.867 1.6540
2.883 1.6460
2.900 1.6530
2.917 1.6530
2.933 1.6530
2.950 1.6460
2.967 1.6460
2.983 1.6470
3.000 1.6460
3.017 1.6460
3.033 1.6460
3.050 1.6460
3.067 1.6460
3.083 1.6460
3.100 1.6450
3.117 1.6450
3.133 1.6470
3.150 1.6470
3.167 1.6460
3.183 1.6470
3.200 1.6460
3.217 1.6450
3.233 1.6470
3.250 1.6460
3.267 1.6460
3.283 1.6460
3.300 1.6460
3.317 1.6450
3.333 1.6450
3.350 1.6460
3.367 1.6460
3.383 1.6460
3.400 1.6460
3.417 1.6460
3.433 1.6450
3.450 1.6390
Time Displacement
(min) (ft)
3.467 1.6470
3.483 1.6450
3.500 1.6460
3.517 1.6460
3.533 1.6390
3.550 1.6460
3.567 1.6400
3.583 1.6390
3.600 1.6390
3.617 1.6390
3.633 1.6380
3.650 1.6390
3.667 1.6400
3.683 1.6390
3.700 1.6390
3.717 1.6380
3.733 1.6380
3.750 1.6380
3.767 1.6380
3.783 1.6380
3.800 1.6380
3.817 1.6390
3.833 1.6390
3.850 1.6380
3.867 1.6390
3.883 1.6390
3.900 1.6380
3.917 1.6380
3.933 1.6380
3.950 1.6380
3.967 1.6390
3.983 1.6390
4.000 1.6390

GRAIN SIZE ANALYSIS ASTM D 422
Project:Rushco #4
Sample Location:MW-2
Sample Depth:25'
Particle Size % Finer % Retained Description Size Total %
3"100.0 0.0 Gravel 0.70
1 1/2"100.0 0.0
1"100.0 0.0 Coarse Sand 2.20
3/4"100.0 0.0 Medium Sand 9.40
3/8"100.0 0.0 Fine Sand 36.30
#4 99.3 0.7
#10 97.1 2.2 Coarse Sand Silt 41.70
#20 93.5 3.6
#40 87.7 5.8 Clay 9.70
#60 80.4 7.3
#100 69.6 10.8 Total %100.00
#200 51.4 18.2
Particle Size % Finer % Retained Description Size Total %
0.035 34.8 16.6 GRAVEL 0.70
0.025 33.4 1.4
0.018 29.2 4.2 SAND 47.90
0.013 12.5 16.7
0.009 11.1 1.4 SILT 41.70
0.007 9.7 1.4
0.005 9.7 0.0 CLAY 9.70
0.003 8.3 1.4
0.002 8.3 0.0 Total %100.00
Input values from grain size analyses.
Clay
ResultsSieve Data
Gravel
Medium Sand
Fine Sand
Hydrometer Data
Silt
0.4.4 8.8 13.2 17.6 22.
0.1
1.
10.
Time (min)
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WELL TEST ANALYSIS
Data Set: F:\...\MW-3 Graph.aqt
Date: 04/03/23 Time: 14:03:49
PROJECT INFORMATION
Company: Geological Resources, Inc.
Client: Rushco #4
Project: 5721
Location: Salisbury, NC
Test Well: MW-3
Test Date: 03/01/2023
AQUIFER DATA
Saturated Thickness: 31.13 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (MW-3)
Initial Displacement: 1.75 ft Static Water Column Height: 6.04 ft
Total Well Penetration Depth: 6.04 ft Screen Length: 6.04 ft
Casing Radius: 0.085 ft Well Radius: 0.25 ft
Gravel Pack Porosity: 0.3
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 6.052E-5 ft/min y0 = 0.6379 ft
Page Item Value Remarks
NA Static depth to water (SDTW) from TOC SDTW 23.96 Test well
Initial DTW (IDTW) - after remove/introduce slug from TOC IDTW 25.71 Test well
Total well depth (TWD)TWD 30.00 Test well
Top of Casing Elevation (TOC)TOC 99.92 Test well
Highest historical ground water elevation at site (HGWE)HGWE 76.56 All site wells
Deepest well depth elevation (DWDE)DWDE 45.43 Deepest well
5 Project Name
Project location (city, state)
Test Well #
Date slug test conducted
6 H(o): Initial displacement (IDTW minus SDTW)H(o)1.75 Use 1.75
H: Static water column height H 6.04 TWD minus SDTW
Well #MW-3 Test well ID
7 b: Saturated thickness of aquifer b 31.13
HGWE - DWDE
* If no telescoping well, use H
KV/KH: Vertical/Horizontal KV/KH 0.1 Use 0.1
8 D: Casing length 0 Use 0.0 If water table intersects screen
L: Well screen length 6.04 Use H If H is less than L
9 R(c ): Inside radius of well casing R(c)0.085 Use 0.085 for 2" wells; use 0.167 for 4" wells
R(w): Well radius R(w)0.2500 1/2 auger outside diameter in feet
R(sk): Well skin radius R(sk)0.2500 1/2 auger outside diameter in feet
10 N(e): N(e): 0.3 Use 0.3
H(o): H(o)1.75 Use H(o)
03/01/23
AQTESOLV DATA ENTRY FORM
(For wells screened ACROSS water table)
Rushco #4
Salisbury, NC
MW-3
File: AQTESOLV Data Entry Form
Rushco #4
Well MW-3
Test Date 03/01/23
Initial DTW
(ft) 23.96

Time Displacement
(min) (ft)
0.000 0.000
0.017 0.943
0.033 1.853
0.050 1.576
0.067 1.398
0.083 1.288
0.100 1.171
0.117 1.073
0.133 0.984
0.150 0.923
0.167 0.882
0.183 0.847
0.200 0.826
0.217 0.812
0.233 0.799
0.250 0.793
0.267 0.778
0.283 0.771
0.300 0.764
0.317 0.765
0.333 0.758
0.350 0.750
0.367 0.743
0.383 0.744
0.400 0.743
0.417 0.737
0.433 0.737
0.450 0.731
0.467 0.730
0.483 0.723
0.500 0.723
0.517 0.724
0.533 0.717
0.550 0.717
0.567 0.710
0.583 0.711
Time Displacement
(min) (ft)
0.600 0.710
0.617 0.703
0.633 0.710
0.650 0.709
0.667 0.702
0.683 0.704
0.700 0.703
0.717 0.704
0.733 0.718
0.750 0.710
0.767 0.696
0.783 0.704
0.800 0.696
0.817 0.697
0.833 0.689
0.850 0.696
0.867 0.689
0.883 0.689
0.900 0.689
0.917 0.689
0.933 0.689
0.950 0.689
0.967 0.689
0.983 0.689
1.000 0.682
1.017 0.681
1.033 0.683
1.050 0.683
1.067 0.683
1.083 0.682
1.100 0.675
1.117 0.675
1.133 0.683
1.150 0.675
1.167 0.676
1.183 0.676
1.200 0.675
1.217 0.677
1.233 0.676
1.250 0.676
1.267 0.676
1.283 0.670
1.300 0.669
Time Displacement
(min) (ft)
1.317 0.670
1.333 0.677
1.350 0.669
1.367 0.670
1.383 0.669
1.400 0.670
1.417 0.669
1.433 0.670
1.450 0.670
1.467 0.670
1.483 0.670
1.500 0.670
1.517 0.670
1.533 0.663
1.550 0.663
1.567 0.663
1.583 0.663
1.600 0.663
1.617 0.663
1.633 0.663
1.650 0.663
1.667 0.663
1.683 0.664
1.700 0.657
1.717 0.663
1.733 0.663
1.750 0.656
1.767 0.657
1.783 0.663
1.800 0.664
1.817 0.664
1.833 0.656
1.850 0.656
1.867 0.656
1.883 0.655
1.900 0.656
1.917 0.657
1.933 0.657
1.950 0.656
1.967 0.657
1.983 0.657
2.000 0.657
2.017 0.657
Time Displacement
(min) (ft)
2.033 0.656
2.050 0.656
2.067 0.655
2.083 0.656
2.100 0.656
2.117 0.649
2.133 0.656
2.150 0.650
2.167 0.650
2.183 0.650
2.200 0.650
2.217 0.651
2.233 0.650
2.250 0.649
2.267 0.649
2.283 0.650
2.300 0.650
2.317 0.649
2.333 0.650
2.350 0.648
2.367 0.649
2.383 0.649
2.400 0.648
2.417 0.650
2.433 0.650
2.450 0.649
2.467 0.650
2.483 0.650
2.500 0.650
2.517 0.649
2.533 0.642
2.550 0.642
2.567 0.643
2.583 0.642
2.600 0.650
2.617 0.642
2.633 0.643
2.650 0.643
2.667 0.643
2.683 0.642
2.700 0.642
2.717 0.642
2.733 0.643
Time Displacement
(min) (ft)
2.750 0.643
2.767 0.643
2.783 0.643
2.800 0.643
2.817 0.642
2.833 0.643
2.850 0.642
2.867 0.643
2.883 0.642
2.900 0.641
2.917 0.642
2.933 0.643
2.950 0.643
2.967 0.636
2.983 0.635
3.000 0.635
3.017 0.636
3.033 0.635
3.050 0.635
3.067 0.636
3.083 0.636
3.100 0.636
3.117 0.636
3.133 0.636
3.150 0.636
3.167 0.636
3.183 0.635
3.200 0.635
3.217 0.636
3.233 0.636
3.250 0.636
3.267 0.636
3.283 0.635
3.300 0.636
3.317 0.635
3.333 0.635
3.350 0.635
3.367 0.636
3.383 0.635
3.400 0.635
3.417 0.636
3.433 0.635
3.450 0.634
Time Displacement
(min) (ft)
3.467 0.636
3.483 0.635
3.500 0.629
3.517 0.635
3.533 0.635
3.550 0.627
3.567 0.634
3.583 0.636
3.600 0.634
3.617 0.635
3.633 0.628
3.650 0.628
3.667 0.629
3.683 0.628
3.700 0.628
3.717 0.628
3.733 0.628
3.750 0.628
3.767 0.629
3.783 0.628
3.800 0.629
3.817 0.628
3.833 0.628
3.850 0.628
3.867 0.629
3.883 0.628
3.900 0.629
3.917 0.629
3.933 0.629
3.950 0.629
3.967 0.628
3.983 0.629
4.000 0.629
4.017 0.629
4.033 0.628
4.050 0.628
4.067 0.622
4.083 0.622
4.100 0.628
4.117 0.628
4.133 0.629
4.150 0.621
4.167 0.622
Time Displacement
(min) (ft)
4.183 0.620
4.200 0.622
4.217 0.621
4.233 0.621
4.250 0.621
4.267 0.621
4.283 0.621
4.300 0.622
4.317 0.621
4.333 0.621
4.350 0.622
4.367 0.621
4.383 0.623
4.400 0.622
4.417 0.621
4.433 0.622
4.450 0.622
4.467 0.621
4.483 0.620
4.500 0.621
4.517 0.622
4.533 0.621
4.550 0.621
4.567 0.621
4.583 0.621
4.600 0.621
4.617 0.621
4.633 0.621
4.650 0.622
4.667 0.620
4.683 0.621
4.700 0.621
4.717 0.614
4.733 0.614
4.750 0.621
4.767 0.613
4.783 0.614
4.800 0.621
4.817 0.614
4.833 0.614
4.850 0.613
4.867 0.613
4.883 0.615
Time Displacement
(min) (ft)
4.900 0.614
4.917 0.615
4.933 0.613
4.950 0.614
4.967 0.615
4.983 0.614
5.000 0.614
5.017 0.614
5.033 0.615
5.050 0.614
5.067 0.615
5.083 0.615
5.100 0.613
5.117 0.614
5.133 0.614
5.150 0.614
5.167 0.609
5.183 0.615
5.200 0.615
5.217 0.609
5.233 0.615
5.250 0.614
5.267 0.614
5.283 0.607
5.300 0.613
5.317 0.609
5.333 0.608
5.350 0.609
5.367 0.615
5.383 0.615
5.400 0.622
5.417 0.621
5.433 0.622
5.450 0.614
5.467 0.614
5.483 0.614
5.500 0.614
5.517 0.609
5.533 0.608
5.550 0.609
5.567 0.608
5.583 0.615
5.600 0.609
Time Displacement
(min) (ft)
5.617 0.609
5.633 0.608
5.650 0.609
5.667 0.608
5.683 0.608
5.700 0.609
5.717 0.608
5.733 0.609
5.750 0.608
5.767 0.609
5.783 0.608
5.800 0.609
5.817 0.609
5.833 0.607
5.850 0.609
5.867 0.609
5.883 0.609
5.900 0.609
5.917 0.608
5.933 0.609
5.950 0.608
5.967 0.609
5.983 0.608
6.000 0.608
6.017 0.609
6.033 0.609
6.050 0.608
6.067 0.609
6.083 0.610
6.100 0.609
6.117 0.609
6.133 0.608
6.150 0.602
6.167 0.601
6.183 0.609
6.200 0.609
6.217 0.609
6.233 0.602
6.250 0.602
6.267 0.601
6.283 0.601
6.300 0.602
6.317 0.602
Time Displacement
(min) (ft)
6.333 0.602
6.350 0.602
6.367 0.602
6.383 0.602
6.400 0.602
6.417 0.602
6.433 0.602
6.450 0.602
6.467 0.602
6.483 0.602
6.500 0.602
6.517 0.601
6.533 0.602
6.550 0.602
6.567 0.602
6.583 0.602
6.600 0.602
6.617 0.602
6.633 0.602
6.650 0.602
6.667 0.602
6.683 0.602
6.700 0.601
6.717 0.602
6.733 0.602
6.750 0.601
6.767 0.601
6.783 0.602
6.800 0.602
6.817 0.601
6.833 0.602
6.850 0.601
6.867 0.595
6.883 0.602
6.900 0.595
6.917 0.595
6.933 0.595
6.950 0.602
6.967 0.595
6.983 0.595
7.000 0.602
7.017 0.595
7.033 0.602
Time Displacement
(min) (ft)
7.050 0.602
7.067 0.595
7.083 0.596
7.100 0.595
7.117 0.595
7.133 0.595
7.150 0.594
7.167 0.596
7.183 0.596
7.200 0.595
7.217 0.595
7.233 0.595
7.250 0.595
7.267 0.595
7.283 0.595
7.300 0.594
7.317 0.595
7.333 0.595
7.350 0.595
7.367 0.595
7.383 0.596
7.400 0.595
7.417 0.595
7.433 0.595
7.450 0.595
7.467 0.596
7.483 0.594
7.500 0.595
7.517 0.594
7.533 0.595
7.550 0.595
7.567 0.595
7.583 0.594
7.600 0.595
7.617 0.595
7.633 0.595
7.650 0.595
7.667 0.595
7.683 0.588
7.700 0.588
7.717 0.595
7.733 0.595
7.750 0.588
Time Displacement
(min) (ft)
7.767 0.596
7.783 0.588
7.800 0.595
7.817 0.588
7.833 0.588
7.850 0.588
7.867 0.589
7.883 0.588
7.900 0.588
7.917 0.588
7.933 0.589
7.950 0.588
7.967 0.588
7.983 0.589
8.000 0.588
8.017 0.588
8.033 0.588
8.050 0.589
8.067 0.588
8.083 0.588
8.100 0.588
8.117 0.587
8.133 0.588
8.150 0.588
8.167 0.586
8.183 0.588
8.200 0.588
8.217 0.589
8.233 0.588
8.250 0.588
8.267 0.588
8.283 0.588
8.300 0.588
8.317 0.588
8.333 0.588
8.350 0.588
8.367 0.589
8.383 0.588
8.400 0.588
8.417 0.588
8.433 0.588
8.450 0.588
8.467 0.588
Time Displacement
(min) (ft)
8.483 0.588
8.500 0.588
8.517 0.588
8.533 0.587
8.550 0.587
8.567 0.587
8.583 0.580
8.600 0.588
8.617 0.581
8.633 0.581
8.650 0.588
8.667 0.581
8.683 0.581
8.700 0.581
8.717 0.581
8.733 0.581
8.750 0.581
8.767 0.582
8.783 0.580
8.800 0.580
8.817 0.581
8.833 0.581
8.850 0.581
8.867 0.581
8.883 0.582
8.900 0.581
8.917 0.582
8.933 0.581
8.950 0.581
8.967 0.582
8.983 0.582
9.000 0.581
9.017 0.582
9.033 0.582
9.050 0.581
9.067 0.581
9.083 0.581
9.100 0.582
9.117 0.582
9.133 0.582
9.150 0.582
9.167 0.582
9.183 0.582
Time Displacement
(min) (ft)
9.200 0.581
9.217 0.581
9.233 0.581
9.250 0.582
9.267 0.581
9.283 0.582
9.300 0.582
9.317 0.582
9.333 0.582
9.350 0.581
9.367 0.574
9.383 0.582
9.400 0.575
9.417 0.582
9.433 0.575
9.450 0.581
9.467 0.575
9.483 0.574
9.500 0.575
9.517 0.573
9.533 0.575
9.550 0.574
9.567 0.575
9.583 0.574
9.600 0.574
9.617 0.576
9.633 0.574
9.650 0.575
9.667 0.575
9.683 0.576
9.700 0.575
9.717 0.574
9.733 0.575
9.750 0.575
9.767 0.575
9.783 0.574
9.800 0.574
9.817 0.575
9.833 0.574
9.850 0.575
9.867 0.575
9.883 0.575
9.900 0.576
Time Displacement
(min) (ft)
9.917 0.575
9.933 0.574
9.950 0.574
9.967 0.575
9.983 0.574
10.000 0.575
10.017 0.575
10.033 0.574
10.050 0.575
10.067 0.575
10.083 0.574
10.100 0.575
10.117 0.575
10.133 0.574
10.150 0.576
10.167 0.574
10.183 0.576
10.200 0.575
10.217 0.568
10.233 0.575
10.250 0.575
10.267 0.568
10.283 0.568
10.300 0.575
10.317 0.576
10.333 0.575
10.350 0.567
10.367 0.574
10.383 0.568
10.400 0.568
10.417 0.569
10.433 0.569
10.450 0.567
10.467 0.569
10.483 0.568
10.500 0.568
10.517 0.568
10.533 0.568
10.550 0.568
10.567 0.567
10.583 0.568
10.600 0.568
10.617 0.569
Time Displacement
(min) (ft)
10.633 0.567
10.650 0.567
10.667 0.568
10.683 0.567
10.700 0.567
10.717 0.568
10.733 0.567
10.750 0.567
10.767 0.567
10.783 0.568
10.800 0.567
10.817 0.567
10.833 0.568
10.850 0.567
10.867 0.568
10.883 0.568
10.900 0.569
10.917 0.568
10.933 0.569
10.950 0.569
10.967 0.568
10.983 0.569
11.000 0.568
11.017 0.568
11.033 0.570
11.050 0.567
11.067 0.569
11.083 0.569
11.100 0.568
11.117 0.570
11.133 0.570
11.150 0.563
11.167 0.561
11.183 0.562
11.200 0.562
11.217 0.563
11.233 0.562
11.250 0.561
11.267 0.569
11.283 0.561
11.300 0.562
11.317 0.568
11.333 0.562
Time Displacement
(min) (ft)
11.350 0.562
11.367 0.561
11.383 0.562
11.400 0.561
11.417 0.561
11.433 0.563
11.450 0.562
11.467 0.562
11.483 0.563
11.500 0.563
11.517 0.563
11.533 0.562
11.550 0.562
11.567 0.563
11.583 0.563
11.600 0.562
11.617 0.563
11.633 0.563
11.650 0.562
11.667 0.562
11.683 0.561
11.700 0.561
11.717 0.563
11.733 0.563
11.750 0.562
11.767 0.563
11.783 0.563
11.800 0.563
11.817 0.562
11.833 0.562
11.850 0.562
11.867 0.563
11.883 0.563
11.900 0.561
11.917 0.556
11.933 0.563
11.950 0.562
11.967 0.562
11.983 0.562
12.000 0.562
12.017 0.562
12.033 0.562
12.050 0.562
Time Displacement
(min) (ft)
12.067 0.562
12.083 0.555
12.100 0.563
12.117 0.556
12.133 0.556
12.150 0.555
12.167 0.556
12.183 0.562
12.200 0.556
12.217 0.555
12.233 0.555
12.250 0.556
12.267 0.556
12.283 0.556
12.300 0.556
12.317 0.555
12.333 0.556
12.350 0.556
12.367 0.555
12.383 0.556
12.400 0.556
12.417 0.556
12.433 0.556
12.450 0.556
12.467 0.556
12.483 0.555
12.500 0.556
12.517 0.556
12.533 0.554
12.550 0.555
12.567 0.556
12.583 0.556
12.600 0.556
12.617 0.556
12.633 0.557
12.650 0.556
12.667 0.556
12.683 0.556
12.700 0.556
12.717 0.556
12.733 0.556
12.750 0.555
12.767 0.555
Time Displacement
(min) (ft)
12.783 0.556
12.800 0.557
12.817 0.556
12.833 0.556
12.850 0.555
12.867 0.557
12.883 0.549
12.900 0.549
12.917 0.556
12.933 0.555
12.950 0.549
12.967 0.550
12.983 0.556
13.000 0.556
13.017 0.550
13.033 0.556
13.050 0.550
13.067 0.550
13.083 0.550
13.100 0.550
13.117 0.551
13.133 0.550
13.150 0.551
13.167 0.551
13.183 0.551
13.200 0.550
13.217 0.550
13.233 0.551
13.250 0.550
13.267 0.551
13.283 0.550
13.300 0.550
13.317 0.551
13.333 0.551
13.350 0.551
13.367 0.551
13.383 0.550
13.400 0.551
13.417 0.550
13.433 0.550
13.450 0.550
13.467 0.550
13.483 0.550
Time Displacement
(min) (ft)
13.500 0.551
13.517 0.551
13.533 0.551
13.550 0.551
13.567 0.550
13.583 0.551
13.600 0.551
13.617 0.550
13.633 0.550
13.650 0.551
13.667 0.550
13.683 0.551
13.700 0.551
13.717 0.551
13.733 0.550
13.750 0.550
13.767 0.550
13.783 0.550
13.800 0.550
13.817 0.550
13.833 0.550
13.850 0.550
13.867 0.551
13.883 0.550
13.900 0.549
13.917 0.550
13.933 0.543
13.950 0.543
13.967 0.550
13.983 0.543
14.000 0.550
14.017 0.552
14.033 0.544
14.050 0.544
14.067 0.543
14.083 0.544
14.100 0.544
14.117 0.542
14.133 0.543
14.150 0.543
14.167 0.543
14.183 0.543
14.200 0.543
Time Displacement
(min) (ft)
14.217 0.543
14.233 0.550
14.250 0.543
14.267 0.543
14.283 0.543
14.300 0.544
14.317 0.542
14.333 0.543
14.350 0.543
14.367 0.543
14.383 0.543
14.400 0.543
14.417 0.543
14.433 0.543
14.450 0.543
14.467 0.543
14.483 0.543
14.500 0.543
14.517 0.543
14.533 0.542
14.550 0.543
14.567 0.543
14.583 0.543
14.600 0.542
14.617 0.542
14.633 0.543
14.650 0.542
14.667 0.542
14.683 0.543
14.700 0.542
14.717 0.543
14.733 0.543
14.750 0.543
14.767 0.543
14.783 0.542
14.800 0.543
14.817 0.543
14.833 0.543
14.850 0.543
14.867 0.543
14.883 0.543
14.900 0.543
14.917 0.543
Time Displacement
(min) (ft)
14.933 0.543
14.950 0.544
14.967 0.543
14.983 0.542
15.000 0.542
15.017 0.543
15.033 0.543
15.050 0.542
15.067 0.535
15.083 0.543
15.100 0.542
15.117 0.536
15.133 0.543
15.150 0.543
15.167 0.536
15.183 0.536
15.200 0.535
15.217 0.535
15.233 0.535
15.250 0.535
15.267 0.535
15.283 0.534
15.300 0.536
15.317 0.535
15.333 0.535
15.350 0.535
15.367 0.536
15.383 0.535
15.400 0.535
15.417 0.535
15.433 0.536
15.450 0.535
15.467 0.536
15.483 0.535
15.500 0.536
15.517 0.534
15.533 0.535
15.550 0.535
15.567 0.535
15.583 0.535
15.600 0.535
15.617 0.535
15.633 0.535
Time Displacement
(min) (ft)
15.650 0.535
15.667 0.534
15.683 0.535
15.700 0.535
15.717 0.535
15.733 0.536
15.750 0.535
15.767 0.536
15.783 0.535
15.800 0.535
15.817 0.535
15.833 0.535
15.850 0.535
15.867 0.536
15.883 0.534
15.900 0.535
15.917 0.536
15.933 0.535
15.950 0.536
15.967 0.534
15.983 0.535
16.000 0.535
16.017 0.536
16.033 0.535
16.050 0.535
16.067 0.534
16.083 0.535
16.100 0.526
16.117 0.534
16.133 0.527
16.150 0.534
16.167 0.534
16.183 0.534
16.200 0.527
16.217 0.535
16.233 0.528
16.250 0.534
16.267 0.527
16.283 0.536
16.300 0.528
16.317 0.528
16.333 0.528
16.350 0.527
Time Displacement
(min) (ft)
16.367 0.528
16.383 0.528
16.400 0.528
16.417 0.529
16.433 0.528
16.450 0.535
16.467 0.528
16.483 0.527
16.500 0.528
16.517 0.527
16.533 0.528
16.550 0.528
16.567 0.527
16.583 0.529
16.600 0.528
16.617 0.528
16.633 0.527
16.650 0.528
16.667 0.527
16.683 0.527
16.700 0.528
16.717 0.527
16.733 0.528
16.750 0.528
16.767 0.528
16.783 0.527
16.800 0.527
16.817 0.527
16.833 0.527
16.850 0.528
16.867 0.528
16.883 0.527
16.900 0.527
16.917 0.527
16.933 0.528
16.950 0.528
16.967 0.527
16.983 0.527
17.000 0.528
17.017 0.528
17.033 0.528
17.050 0.528
17.067 0.528
Time Displacement
(min) (ft)
17.083 0.528
17.100 0.529
17.117 0.528
17.133 0.528
17.150 0.528
17.167 0.528
17.183 0.527
17.200 0.521
17.217 0.527
17.233 0.522
17.250 0.528
17.267 0.521
17.283 0.521
17.300 0.528
17.317 0.521
17.333 0.528
17.350 0.521
17.367 0.527
17.383 0.521
17.400 0.521
17.417 0.528
17.433 0.520
17.450 0.521
17.467 0.521
17.483 0.520
17.500 0.514
17.517 0.521
17.533 0.521
17.550 0.529
17.567 0.521
17.583 0.521
17.600 0.522
17.617 0.521
17.633 0.521
17.650 0.521
17.667 0.520
17.683 0.521
17.700 0.521
17.717 0.522
17.733 0.521
17.750 0.522
17.767 0.521
17.783 0.521
Time Displacement
(min) (ft)
17.800 0.521
17.817 0.515
17.833 0.515
17.850 0.515
17.867 0.522
17.883 0.529
17.900 0.529
17.917 0.529
17.933 0.529
17.950 0.521
17.967 0.521
17.983 0.522
18.000 0.522
18.017 0.521
18.033 0.521
18.050 0.520
18.067 0.521
18.083 0.521
18.100 0.522
18.117 0.521
18.133 0.521
18.150 0.521
18.167 0.520
18.183 0.520
18.200 0.520
18.217 0.520
18.233 0.521
18.250 0.519
18.267 0.521
18.283 0.519
18.300 0.521
18.317 0.521
18.333 0.520
18.350 0.521
18.367 0.520
18.383 0.520
18.400 0.521
18.417 0.521
18.433 0.521
18.450 0.520
18.467 0.520
18.483 0.521
18.500 0.521
Time Displacement
(min) (ft)
18.517 0.514
18.533 0.521
18.550 0.522
18.567 0.520
18.583 0.521
18.600 0.521
18.617 0.521
18.633 0.513
18.650 0.514
18.667 0.521
18.683 0.512
18.700 0.513
18.717 0.513
18.733 0.521
18.750 0.515
18.767 0.513
18.783 0.514
18.800 0.514
18.817 0.513
18.833 0.513
18.850 0.515
18.867 0.513
18.883 0.513
18.900 0.514
18.917 0.514
18.933 0.514
18.950 0.513
18.967 0.513
18.983 0.514
19.000 0.513
19.017 0.514
19.033 0.514
19.050 0.513
19.067 0.513
19.083 0.513
19.100 0.514
19.117 0.513
19.133 0.513
19.150 0.513
19.167 0.513
19.183 0.513
19.200 0.512
19.217 0.513
Time Displacement
(min) (ft)
19.233 0.512
19.250 0.513
19.267 0.513
19.283 0.513
19.300 0.513
19.317 0.514
19.333 0.513
19.350 0.514
19.367 0.513
19.383 0.513
19.400 0.513
19.417 0.514
19.433 0.514
19.450 0.514
19.467 0.514
19.483 0.513
19.500 0.513
19.517 0.513
19.533 0.513
19.550 0.512
19.567 0.513
19.583 0.513
19.600 0.513
19.617 0.513
19.633 0.514
19.650 0.512
19.667 0.513
19.683 0.513
19.700 0.515
19.717 0.512
19.733 0.513
19.750 0.513
19.767 0.505
19.783 0.512
19.800 0.514
19.817 0.513
19.833 0.506
19.850 0.513
19.867 0.507
19.883 0.506
19.900 0.507
19.917 0.506
19.933 0.513
Time Displacement
(min) (ft)
19.950 0.507
19.967 0.507
19.983 0.514
20.000 0.506
20.017 0.506
20.033 0.507
20.050 0.508
20.067 0.506
20.083 0.506
20.100 0.508
20.117 0.507
20.133 0.506
20.150 0.506
20.167 0.506
20.183 0.506
20.200 0.506
20.217 0.506
20.233 0.507
20.250 0.506
20.267 0.506
20.283 0.506
20.300 0.506
20.317 0.506
20.333 0.506
20.350 0.506
20.367 0.506
20.383 0.506
20.400 0.507
20.417 0.506
20.433 0.506
20.450 0.506
20.467 0.507
20.483 0.506
20.500 0.507
20.517 0.507
20.533 0.506
20.550 0.508
20.567 0.507
20.583 0.507
20.600 0.506
20.617 0.508
20.633 0.507
20.650 0.507
Time Displacement
(min) (ft)
20.667 0.506
20.683 0.500
20.700 0.507
20.717 0.501
20.733 0.507
20.750 0.501
20.767 0.507
20.783 0.500
20.800 0.501
20.817 0.501
20.833 0.508
20.850 0.508
20.867 0.507
20.883 0.508
20.900 0.500
20.917 0.500
20.933 0.501
20.950 0.500
20.967 0.500
20.983 0.500
21.000 0.500
21.017 0.501
21.033 0.500
21.050 0.501
21.067 0.500
21.083 0.500
21.100 0.500
21.117 0.500
21.133 0.501
21.150 0.501
21.167 0.500
21.183 0.499
21.200 0.500
21.217 0.500
21.233 0.501
21.250 0.500
21.267 0.501
21.283 0.501
21.300 0.500
21.317 0.501
21.333 0.501
21.350 0.501
21.367 0.501
Time Displacement
(min) (ft)
21.383 0.500
21.400 0.501
21.417 0.501
21.433 0.501
21.450 0.499
21.467 0.501
21.483 0.500
21.500 0.501
21.517 0.501
21.533 0.501
21.550 0.502
21.567 0.501
21.583 0.501
21.600 0.501
21.617 0.501
21.633 0.501
21.650 0.501
21.667 0.501
21.683 0.501
21.700 0.501
21.717 0.500
21.733 0.501
21.750 0.501
21.767 0.501
21.783 0.494
21.800 0.494
21.817 0.500
21.833 0.494
21.850 0.502
21.867 0.502
21.883 0.501
21.900 0.502
21.917 0.494
21.933 0.494
21.950 0.494
21.967 0.494
21.983 0.494
22.000 0.494

0.3.6.9.12.15.
0.1
1.
10.
Time (min)
D
i
s
p
l
a
c
e
m
e
n
t

(
f
t
)
WELL TEST ANALYSIS
Data Set: F:\...\TW-1 Graph.aqt
Date: 04/03/23 Time: 14:05:25
PROJECT INFORMATION
Company: Geological Resources, Inc.
Client: Rushco #4
Project: 5721
Location: Salisbury, NC
Test Well: TW-1
Test Date: 03/01/2023
AQUIFER DATA
Saturated Thickness: 31.13 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (TW-1)
Initial Displacement: 1.75 ft Static Water Column Height: 31.13 ft
Total Well Penetration Depth: 31.13 ft Screen Length: 5. ft
Casing Radius: 0.085 ft Well Radius: 0.1875 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 0.0003126 ft/min y0 = 1.706 ft
Page Item Value Remarks
NA Static depth to water (SDTW) from TOC SDTW 23.87 Test well (ft)
Initial DTW (IDTW) - after remove/introduce slug from TOC IDTW 25.62 Test well (ft)
Total well depth (TWD)TWD 55.00 Test well (ft)
Top of Casing Elevation (TOC)TOC 100.43 Test well (ft)
Highest ground water elevation at site (HGWE)HGWE 76.56 All site wells (ft)
Deepest well depth elevation (DWDE)DWDE 45.43 Deepest well (ft)
5 Project Name
Project location (city, state)
Test Well #
Date slug test conducted
6 H(o): Initial displacement (IDTW minus SDTW (ft))H(o)1.75 Use 1.75
H: Static water column height H 31.13 TWD minus SDTW (ft)
Well #TW-1 Test well ID
7 b: Saturated thickness of aquifer b 31.13
HGWE - DWDE
* If no telescoping well, use H
KV/KH: Vertical/Horizontal KV/KH 0.10 Use 0.1
8 D: Casing length D 26.13 TWD minus SDTW minus screen length (ft)
L: Well screen length L 5.00 Screen length (ft)
9 R(c ): Inside radius of well casing R(c)0.085 Use 0.085 for 2" wells; use 0.167 for 4" wells(ft)
R(w): Well radius R(w)0.1875 1/2 auger outside diameter (ft)
R(sk): Well skin radius R(sk)0.1875 1/2 auger outside diameter (ft)
03/01/23
AQTESOLV DATA ENTRY FORM
(For wells screened BELOW water table)
Rushco #4
Salisbury, NC
TW-1
File: AQTESOLV Data Entry Form
Rushco #4
Well TW-1
Test Date 03/01/23
Initial DTW
(ft) 23.87

Time Displacement
(min) (ft)
0 0
0.017 1.7545
0.033 1.8126
0.050 1.7866
0.067 1.7635
0.083 1.7547
0.100 1.7535
0.117 1.7392
0.133 1.7322
0.150 1.7266
0.167 1.7214
0.183 1.7177
0.200 1.7114
0.217 1.7098
0.233 1.7068
0.250 1.7009
0.267 1.6984
0.283 1.6955
0.300 1.6908
0.317 1.688
0.333 1.6841
0.350 1.6795
0.367 1.679
0.383 1.6737
0.400 1.6704
0.417 1.665
0.433 1.6622
0.450 1.6579
0.467 1.6546
0.483 1.6597
0.500 1.6492
0.517 1.6463
0.533 1.6432
0.550 1.6316
0.567 1.6304
0.583 1.6357
Time Displacement
(min) (ft)
0.600 1.6294
0.617 1.626
0.633 1.6254
0.650 1.6268
0.667 1.6198
0.683 1.6195
0.700 1.6079
0.717 1.6142
0.733 1.6064
0.750 1.6033
0.767 1.6029
0.783 1.5989
0.800 1.5955
0.817 1.594
0.833 1.5912
0.850 1.5873
0.867 1.5855
0.883 1.5817
0.900 1.5791
0.917 1.576
0.933 1.5742
0.950 1.5716
0.967 1.5671
0.983 1.5661
1.000 1.5636
1.017 1.558
1.033 1.5549
1.050 1.5522
1.067 1.5477
1.083 1.5517
1.100 1.5465
1.117 1.5444
1.133 1.5404
1.150 1.5395
1.167 1.5399
1.183 1.5334
1.200 1.5318
1.217 1.5327
1.233 1.5258
1.250 1.524
1.267 1.5237
1.283 1.5214
1.300 1.5145
Time Displacement
(min) (ft)
1.317 1.5161
1.333 1.5084
1.350 1.5063
1.367 1.5029
1.383 1.5064
1.400 1.5008
1.417 1.4968
1.433 1.4987
1.450 1.4925
1.467 1.493
1.483 1.4912
1.500 1.4847
1.517 1.4846
1.533 1.4784
1.550 1.4806
1.567 1.4775
1.583 1.4754
1.600 1.4685
1.617 1.4695
1.633 1.4634
1.650 1.466
1.667 1.462
1.683 1.4569
1.700 1.4537
1.717 1.4516
1.733 1.4478
1.750 1.4509
1.767 1.4446
1.783 1.4461
1.800 1.4399
1.817 1.442
1.833 1.4367
1.850 1.4324
1.867 1.4295
1.883 1.4306
1.900 1.4269
1.917 1.4275
1.933 1.4247
1.950 1.4188
1.967 1.4215
1.983 1.4127
2.000 1.4147
2.017 1.4145
Time Displacement
(min) (ft)
2.033 1.4102
2.050 1.4079
2.067 1.4065
2.083 1.4049
2.100 1.4003
2.117 1.3984
2.133 1.3966
2.150 1.3931
2.167 1.3928
2.183 1.3875
2.200 1.3853
2.217 1.3838
2.233 1.3828
2.250 1.3791
2.267 1.3774
2.283 1.3744
2.300 1.3733
2.317 1.3702
2.333 1.3684
2.350 1.3651
2.367 1.3639
2.383 1.3623
2.400 1.3603
2.417 1.357
2.433 1.3541
2.450 1.3531
2.467 1.3509
2.483 1.3447
2.500 1.3447
2.517 1.3437
2.533 1.3413
2.550 1.3405
2.567 1.3385
2.583 1.334
2.600 1.3327
2.617 1.3299
2.633 1.3281
2.650 1.3249
2.667 1.3231
2.683 1.3216
2.700 1.3209
2.717 1.3176
2.733 1.3153
Time Displacement
(min) (ft)
2.750 1.3106
2.767 1.3111
2.783 1.3079
2.800 1.3062
2.817 1.3061
2.833 1.3006
2.850 1.3008
2.867 1.2971
2.883 1.2975
2.900 1.2951
2.917 1.2944
2.933 1.2899
2.950 1.2871
2.967 1.2847
2.983 1.2842
3.000 1.2811
3.017 1.2795
3.033 1.2774
3.050 1.277
3.067 1.2734
3.083 1.2711
3.100 1.2697
3.117 1.2654
3.133 1.2648
3.150 1.2642
3.167 1.2635
3.183 1.2592
3.200 1.258
3.217 1.2562
3.233 1.2516
3.250 1.2504
3.267 1.2482
3.283 1.2464
3.300 1.2424
3.317 1.2424
3.333 1.24
3.350 1.238
3.367 1.2363
3.383 1.2338
3.400 1.2334
3.417 1.2315
3.433 1.2282
3.450 1.2276
Time Displacement
(min) (ft)
3.467 1.2242
3.483 1.2221
3.500 1.2214
3.517 1.2186
3.533 1.2165
3.550 1.2134
3.567 1.2119
3.583 1.21
3.600 1.2088
3.617 1.2054
3.633 1.2025
3.650 1.2018
3.667 1.2004
3.683 1.1974
3.700 1.1968
3.717 1.1956
3.733 1.1944
3.750 1.1898
3.767 1.187
3.783 1.1855
3.800 1.1857
3.817 1.184
3.833 1.1812
3.850 1.1797
3.867 1.1786
3.883 1.1761
3.900 1.1751
3.917 1.173
3.933 1.1701
3.950 1.1682
3.967 1.1683
3.983 1.166
4.000 1.1627
4.017 1.1619
4.033 1.1589
4.050 1.157
4.067 1.1564
4.083 1.1536
4.100 1.1526
4.117 1.15
4.133 1.1457
4.150 1.1447
4.167 1.1445
Time Displacement
(min) (ft)
4.183 1.1414
4.200 1.1402
4.217 1.1376
4.233 1.1363
4.250 1.1337
4.267 1.1326
4.283 1.1298
4.300 1.1281
4.317 1.1277
4.333 1.1256
4.350 1.1244
4.367 1.1208
4.383 1.1206
4.400 1.1181
4.417 1.1156
4.433 1.1148
4.450 1.1132
4.467 1.1097
4.483 1.1096
4.500 1.1078
4.517 1.1078
4.533 1.1036
4.550 1.1005
4.567 1.101
4.583 1.1006
4.600 1.0982
4.617 1.0972
4.633 1.0919
4.650 1.0919
4.667 1.0903
4.683 1.0888
4.700 1.0895
4.717 1.0834
4.733 1.0857
4.750 1.079
4.767 1.0788
4.783 1.0759
4.800 1.0742
4.817 1.074
4.833 1.0702
4.850 1.0701
4.867 1.0672
4.883 1.0663
Time Displacement
(min) (ft)
4.900 1.0643
4.917 1.0638
4.933 1.0605
4.950 1.0615
4.967 1.0576
4.983 1.0562
5.000 1.0558
5.017 1.0533
5.033 1.0505
5.050 1.0486
5.067 1.0502
5.083 1.0448
5.100 1.0449
5.117 1.0415
5.133 1.0419
5.150 1.0407
5.167 1.0409
5.183 1.0388
5.200 1.0377
5.217 1.0321
5.233 1.0321
5.250 1.0289
5.267 1.029
5.283 1.027
5.300 1.0271
5.317 1.0237
5.333 1.0183
5.350 1.0216
5.367 1.0162
5.383 1.0154
5.400 1.017
5.417 1.0134
5.433 1.0128
5.450 1.011
5.467 1.0078
5.483 1.0068
5.500 1.0058
5.517 1.0019
5.533 1.003
5.550 0.998
5.567 1.0011
5.583 0.9962
5.600 0.989
Time Displacement
(min) (ft)
5.617 0.9931
5.633 0.9956
5.650 0.9908
5.667 0.9944
5.683 1.0025
5.700 0.9975
5.717 0.9922
5.733 0.9857
5.750 0.9826
5.767 0.9788
5.783 0.9781
5.800 0.9781
5.817 0.9777
5.833 0.9754
5.850 0.9741
5.867 0.9691
5.883 0.9713
5.900 0.969
5.917 0.9682
5.933 0.9658
5.950 0.962
5.967 0.9591
5.983 0.9605
6.000 0.9583
6.017 0.9573
6.033 0.9572
6.050 0.9553
6.067 0.9547
6.083 0.9514
6.100 0.9483
6.117 0.9502
6.133 0.948
6.150 0.9444
6.167 0.9432
6.183 0.9389
6.200 0.943
6.217 0.9397
6.233 0.938
6.250 0.9364
6.267 0.9361
6.283 0.9346
6.300 0.9333
6.317 0.9319
Time Displacement
(min) (ft)
6.333 0.9284
6.350 0.9284
6.367 0.9252
6.383 0.9249
6.400 0.9207
6.417 0.9243
6.433 0.9209
6.450 0.9204
6.467 0.9179
6.483 0.9144
6.500 0.9146
6.517 0.9118
6.533 0.9085
6.550 0.9108
6.567 0.9081
6.583 0.9064
6.600 0.906
6.617 0.905
6.633 0.9024
6.650 0.8994
6.667 0.9013
6.683 0.8957
6.700 0.897
6.717 0.8957
6.733 0.8933
6.750 0.8936
6.767 0.8918
6.783 0.8909
6.800 0.8858
6.817 0.8868
6.833 0.8854
6.850 0.8833
6.867 0.8833
6.883 0.8827
6.900 0.8806
6.917 0.8788
6.933 0.8773
6.950 0.8742
6.967 0.8737
6.983 0.872
7.000 0.8739
7.017 0.8695
7.033 0.8688
Time Displacement
(min) (ft)
7.050 0.8675
7.067 0.8657
7.083 0.8658
7.100 0.8628
7.117 0.8623
7.133 0.8611
7.150 0.8593
7.167 0.8573
7.183 0.8582
7.200 0.8542
7.217 0.8535
7.233 0.8527
7.250 0.8519
7.267 0.8514
7.283 0.8493
7.300 0.8466
7.317 0.847
7.333 0.8456
7.350 0.8428
7.367 0.8409
7.383 0.8414
7.400 0.8383
7.417 0.8367
7.433 0.8372
7.450 0.8365
7.467 0.8342
7.483 0.8325
7.500 0.8283
7.517 0.8289
7.533 0.827
7.550 0.8267
7.567 0.8266
7.583 0.825
7.600 0.824
7.617 0.8217
7.633 0.8211
7.650 0.8191
7.667 0.8182
7.683 0.8175
7.700 0.8151
7.717 0.8152
7.733 0.813
7.750 0.8108
Time Displacement
(min) (ft)
7.767 0.8113
7.783 0.8082
7.800 0.8065
7.817 0.8064
7.833 0.8038
7.850 0.8037
7.867 0.8033
7.883 0.801
7.900 0.8004
7.917 0.799
7.933 0.7963
7.950 0.7965
7.967 0.795
7.983 0.7909
8.000 0.7911
8.017 0.7925
8.033 0.7893
8.050 0.7877
8.067 0.7872
8.083 0.7855
8.100 0.7844
8.117 0.7837
8.133 0.7798
8.150 0.7807
8.167 0.7773
8.183 0.7769
8.200 0.777
8.217 0.7751
8.233 0.7747
8.250 0.7724
8.267 0.7721
8.283 0.7706
8.300 0.7691
8.317 0.7697
8.333 0.7679
8.350 0.7644
8.367 0.7656
8.383 0.7623
8.400 0.7623
8.417 0.7607
8.433 0.7591
8.450 0.7588
8.467 0.7589
Time Displacement
(min) (ft)
8.483 0.7563
8.500 0.7552
8.517 0.754
8.533 0.7518
8.550 0.7506
8.567 0.7481
8.583 0.7471
8.600 0.7486
8.617 0.7469
8.633 0.7457
8.650 0.7443
8.667 0.7435
8.683 0.741
8.700 0.7405
8.717 0.7379
8.733 0.7385
8.750 0.7353
8.767 0.7365
8.783 0.7341
8.800 0.7333
8.817 0.7307
8.833 0.7312
8.850 0.7299
8.867 0.7276
8.883 0.7254
8.900 0.7246
8.917 0.7221
8.933 0.7246
8.950 0.7216
8.967 0.7204
8.983 0.7204
9.000 0.7209
9.017 0.7172
9.033 0.7167
9.050 0.7157
9.067 0.7156
9.083 0.7126
9.100 0.7134
9.117 0.7103
9.133 0.7104
9.150 0.7091
9.167 0.7079
9.183 0.7069
Time Displacement
(min) (ft)
9.200 0.7059
9.217 0.7044
9.233 0.7033
9.250 0.7032
9.267 0.7009
9.283 0.701
9.300 0.6986
9.317 0.6966
9.333 0.6959
9.350 0.6941
9.367 0.694
9.383 0.693
9.400 0.6899
9.417 0.6904
9.433 0.6888
9.450 0.6882
9.467 0.687
9.483 0.6866
9.500 0.6856
9.517 0.6847
9.533 0.6834
9.550 0.6827
9.567 0.6801
9.583 0.6802
9.600 0.6798
9.617 0.6788
9.633 0.6766
9.650 0.6755
9.667 0.6757
9.683 0.6726
9.700 0.6715
9.717 0.6705
9.733 0.6692
9.750 0.6698
9.767 0.6661
9.783 0.6668
9.800 0.6637
9.817 0.6641
9.833 0.6635
9.850 0.6623
9.867 0.6618
9.883 0.661
9.900 0.6586
Time Displacement
(min) (ft)
9.917 0.6569
9.933 0.6575
9.950 0.6558
9.967 0.6543
9.983 0.6539
10.000 0.6539
10.017 0.6518
10.033 0.6487
10.050 0.6496
10.067 0.6478
10.083 0.6462
10.100 0.6471
10.117 0.6465
10.133 0.6453
10.150 0.6446
10.167 0.643
10.183 0.6417
10.200 0.6408
10.217 0.6409
10.233 0.6396
10.250 0.6383
10.267 0.6379
10.283 0.6372
10.300 0.6356
10.317 0.6337
10.333 0.6337
10.350 0.6322
10.367 0.6313
10.383 0.6307
10.400 0.6287
10.417 0.6285
10.433 0.6259
10.450 0.6248
10.467 0.6245
10.483 0.6239
10.500 0.6219
10.517 0.6224
10.533 0.6216
10.550 0.6209
10.567 0.6193
10.583 0.6171
10.600 0.6167
10.617 0.6154
Time Displacement
(min) (ft)
10.633 0.6154
10.650 0.615
10.667 0.6133
10.683 0.6117
10.700 0.6121
10.717 0.6092
10.733 0.6099
10.750 0.607
10.767 0.608
10.783 0.6053
10.800 0.6047
10.817 0.6044
10.833 0.6035
10.850 0.6039
10.867 0.6016
10.883 0.6015
10.900 0.6015
10.917 0.5999
10.933 0.5979
10.950 0.5946
10.967 0.596
10.983 0.595
11.000 0.5938
11.017 0.5933
11.033 0.5914
11.050 0.5915
11.067 0.5889
11.083 0.5896
11.100 0.588
11.117 0.5886
11.133 0.5869
11.150 0.585
11.167 0.5838
11.183 0.583
11.200 0.5828
11.217 0.5811
11.233 0.5811
11.250 0.581
11.267 0.5791
11.283 0.5788
11.300 0.5762
11.317 0.5765
11.333 0.5759
Time Displacement
(min) (ft)
11.350 0.5745
11.367 0.572
11.383 0.5744
11.400 0.5717
11.417 0.5712
11.433 0.5706
11.450 0.5697
11.467 0.5692
11.483 0.5664
11.500 0.5673
11.517 0.5674
11.533 0.5653
11.550 0.5652
11.567 0.5637
11.583 0.5603
11.600 0.5611
11.617 0.5609
11.633 0.5586
11.650 0.5599
11.667 0.5587
11.683 0.5554
11.700 0.5569
11.717 0.5552
11.733 0.5544
11.750 0.5529
11.767 0.5527
11.783 0.5508
11.800 0.5492
11.817 0.5494
11.833 0.5476
11.850 0.548
11.867 0.5457
11.883 0.5446
11.900 0.5424
11.917 0.5427
11.933 0.5425
11.950 0.5422
11.967 0.5405
11.983 0.5393
12.000 0.5391
12.017 0.5379
12.033 0.5356
12.050 0.5357
Time Displacement
(min) (ft)
12.067 0.5365
12.083 0.5337
12.100 0.5336
12.117 0.5333
12.133 0.5311
12.150 0.531
12.167 0.532
12.183 0.5297
12.200 0.5286
12.217 0.5283
12.233 0.5284
12.250 0.5267
12.267 0.5264
12.283 0.5238
12.300 0.5226
12.317 0.5235
12.333 0.5208
12.350 0.5216
12.367 0.5215
12.383 0.5213
12.400 0.5187
12.417 0.5182
12.433 0.5168
12.450 0.5178
12.467 0.5162
12.483 0.5129
12.500 0.5139
12.517 0.512
12.533 0.5102
12.550 0.5091
12.567 0.5088
12.583 0.5094
12.600 0.5075
12.617 0.5082
12.633 0.5046
12.650 0.5054
12.667 0.5053
12.683 0.504
12.700 0.5041
12.717 0.5033
12.733 0.5026
12.750 0.5003
12.767 0.5
Time Displacement
(min) (ft)
12.783 0.4991
12.800 0.4976
12.817 0.4998
12.833 0.4963
12.850 0.4976
12.867 0.4958
12.883 0.4945
12.900 0.4941
12.917 0.4918
12.933 0.491
12.950 0.4915
12.967 0.4913
12.983 0.4891
13.000 0.4898
13.017 0.4897
13.033 0.4878
13.050 0.4862
13.067 0.4863
13.083 0.4837
13.100 0.485
13.117 0.484
13.133 0.4817
13.150 0.4838
13.167 0.4815
13.183 0.48
13.200 0.4795
13.217 0.479
13.233 0.4775
13.250 0.4781
13.267 0.4757
13.283 0.475
13.300 0.475
13.317 0.4731
13.333 0.4744
13.350 0.4733
13.367 0.4724
13.383 0.469
13.400 0.4699
13.417 0.4677
13.433 0.4681
13.450 0.4679
13.467 0.4658
13.483 0.4661
Time Displacement
(min) (ft)
13.500 0.4668
13.517 0.4651
13.533 0.4643
13.550 0.4633
13.567 0.4638
13.583 0.4632
13.600 0.4607
13.617 0.4607
13.633 0.4605
13.650 0.4584
13.667 0.4588
13.683 0.4573
13.700 0.4569
13.717 0.4551
13.733 0.4555
13.750 0.4553
13.767 0.452
13.783 0.452
13.800 0.4514
13.817 0.4492
13.833 0.4511
13.850 0.4496
13.867 0.4501
13.883 0.448
13.900 0.4473
13.917 0.4482
13.933 0.4472
13.950 0.4502
13.967 0.4449
13.983 0.4432
14.000 0.4434
14.017 0.4431
14.033 0.4469
14.050 0.4404
14.067 0.4398
14.083 0.4394
14.100 0.4401
14.117 0.4377
14.133 0.4364
14.150 0.4371
14.167 0.4358
14.183 0.4346
14.200 0.4336
Time Displacement
(min) (ft)
14.217 0.4352
14.233 0.4335
14.250 0.4335
14.267 0.4318
14.283 0.4315
14.300 0.4315
14.317 0.4306
14.333 0.4341
14.350 0.4305
14.367 0.4274
14.383 0.4289
14.400 0.427
14.417 0.427
14.433 0.4307
14.450 0.4244
14.467 0.4248
14.483 0.4235
14.500 0.4239
14.517 0.4219
14.533 0.422
14.550 0.4213
14.567 0.4204
14.583 0.4208
14.600 0.4236
14.617 0.418
14.633 0.4186
14.650 0.4169
14.667 0.4145
14.683 0.4168
14.700 0.4137
14.717 0.4148
14.733 0.4158
14.750 0.4139
14.767 0.4136
14.783 0.4125
14.800 0.414
14.817 0.4105
14.833 0.4114
14.850 0.4121
14.867 0.4084
14.883 0.4081
14.900 0.407
14.917 0.407
Time Displacement
(min) (ft)
14.933 0.4063
14.950 0.4058
14.967 0.4049
14.983 0.4023
15.000 0.4064

GRAIN SIZE ANALYSIS ASTM D 422
Project:Rushco #4
Sample Location:TW-1
Sample Depth:52'
Particle Size % Finer % Retained Description Size Total %
3"100.0 0.0 Gravel 5.20
1 1/2"100.0 0.0
1"100.0 0.0 Coarse Sand 6.70
3/4"100.0 0.0 Medium Sand 31.40
3/8"100.0 0.0 Fine Sand 29.60
#4 94.8 5.2
#10 88.1 6.7 Coarse Sand Silt 17.40
#20 73.3 14.8
#40 56.7 16.6 Clay 9.70
#60 41.4 15.3
#100 33.8 7.6 Total %100.00
#200 27.1 6.7
Particle Size % Finer % Retained Description Size Total %
0.037 34.8 -7.7 GRAVEL 5.20
0.027 33.4 1.4
0.019 29.2 4.2 SAND 67.70
0.014 12.5 16.7
0.010 11.1 1.4 SILT 17.40
0.007 9.7 1.4
0.005 9.7 0.0 CLAY 9.70
0.003 8.3 1.4
0.002 8.3 0.0 Total %100.00
Input values from grain size analyses.
Silt
Clay
Sieve Data Results
Gravel
Medium Sand
Fine Sand
Hydrometer Data

APPENDIX E
Laboratory Analytical Report

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.

3/10/2023
Geological Resources, Inc. Sam McKay
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-060-0020 Client Project Description: Rushco Food Store #4
GRI #5721
Dear Sam McKay:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 3/1/2023 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,
Danyale Love Project Manager
Page 1 of 53
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 00016/23-060-0020
Page 2 of 53
Report Number:
Sample Summary Table
Client Project Description:
23-060-0020
Rushco Food Store #4
GRI #5721
Lab No Client Sample ID Matrix Date Collected Date Received
03/01/2023 13:25Aqueous 89995 MW-1 03/01/2023 14:44
03/01/2023 12:35Aqueous 89996 MW-2 03/01/2023 14:44
03/01/2023 13:10Aqueous 89997 MW-3 03/01/2023 14:44
03/01/2023 12:45Aqueous 89998 MW-4 03/01/2023 14:44
03/01/2023 12:25Aqueous 89999 TW-1 03/01/2023 14:44
03/01/2023 06:45Aqueous 90000 Trip Blank 03/01/2023 14:44
Page 3 of 53
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-060-0020
Report Limit
Project:Rushco Food Store #4
V 89995MW-1
6290 03/07/2023 10:366200BBenzeneµg/L 180
16.8 03/04/2023 08:516200Bn-Butylbenzene µg/L 1.80
11.5 03/04/2023 08:516200Bsec-Butyl benzene µg/L 2.00
300 03/04/2023 08:516200BDi-Isopropyl Ether (DIPE)µg/L 5.00
9.94 03/04/2023 08:516200B1,2-Dichloroethane µg/L 1.50
2420 03/07/2023 10:366200BEthylbenzeneµg/L 170
186 03/04/2023 08:516200B2-Hexanone µg/L 3.80
101 03/04/2023 08:516200BIsopropylbenzeneµg/L 1.80
6.10 03/04/2023 08:516200B4-Isopropyl toluene µg/L 0.890
644 03/04/2023 08:516200BMethyl Ethyl Ketone (MEK)µg/L 7.10
4070 03/07/2023 10:366200BMethyl tert-butyl ether (MTBE)µg/L 140
132 03/04/2023 08:516200B4-Methyl-2-Pentanone µg/L 0.780
J54303/07/2023 10:366200BNaphthaleneµg/L 470
281 03/04/2023 08:516200Bn-Propylbenzene µg/L 1.90
48.6 03/04/2023 08:516200BStyreneµg/L 2.20
J322003/07/2023 10:366200Btert-Butyl Alcohol (TBA)µg/L 1600
10700 03/07/2023 10:366200Btert-Amyl Alcohol (TAA)µg/L 1900
J8.91 03/04/2023 08:516200Btert-Amyl Methyl Ether (TAME)µg/L 2.80
6390 03/07/2023 10:366200BTolueneµg/L 220
6.35 03/04/2023 08:516200B1,1,2-Trichloroethane µg/L 0.960
1710 03/07/2023 10:366200B1,2,4-Trimethylbenzene µg/L 190
381 03/04/2023 08:516200B1,3,5-Trimethylbenzene µg/L 1.80
1670 03/07/2023 10:366200Bo-Xylene µg/L 210
4650 03/07/2023 10:366200Bm,p-Xylene µg/L 420
6320 03/07/2023 10:366200BXylene (Total)µg/L 210
V 89996MW-2
91.1 03/04/2023 09:186200BBenzeneµg/L 1.80
31.1 03/04/2023 09:186200Bn-Butylbenzene µg/L 1.80
12.4 03/04/2023 09:186200Bsec-Butyl benzene µg/L 2.00
12.2 03/04/2023 09:186200BChloroformµg/L 2.20
47.6 03/04/2023 09:186200BDi-Isopropyl Ether (DIPE)µg/L 5.00
971 03/04/2023 09:186200BEthylbenzeneµg/L 1.70
80.6 03/04/2023 09:186200BIsopropylbenzeneµg/L 1.80
12.2 03/04/2023 09:186200B4-Isopropyl toluene µg/L 0.890
458 03/04/2023 09:186200BMethyl tert-butyl ether (MTBE)µg/L 1.40
14.1 03/04/2023 09:186200B4-Methyl-2-Pentanone µg/L 0.780
Page 4 of 53
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-060-0020
Report Limit
Project:Rushco Food Store #4
V 89996MW-2
J7.14 03/04/2023 09:186200BMethylene Chloride µg/L 3.30
662 03/07/2023 10:096200BNaphthaleneµg/L 47.0
190 03/04/2023 09:186200Bn-Propylbenzene µg/L 1.90
32.8 03/04/2023 09:186200BStyreneµg/L 2.20
512 03/04/2023 09:186200Btert-Butyl Alcohol (TBA)µg/L 16.0
348 03/04/2023 09:186200Btert-Amyl Alcohol (TAA)µg/L 19.0
J10.1 03/04/2023 09:186200Btert-Amyl Methyl Ether (TAME)µg/L 2.80
60.2 03/04/2023 09:186200BTolueneµg/L 2.20
867 03/07/2023 10:096200B1,2,4-Trimethylbenzene µg/L 19.0
39.8 03/04/2023 09:186200B1,3,5-Trimethylbenzene µg/L 1.80
32.7 03/04/2023 09:186200Bo-Xylene µg/L 2.10
624 03/04/2023 09:186200Bm,p-Xylene µg/L 4.20
657 03/04/2023 09:186200BXylene (Total)µg/L 2.10
2180 03/02/2023 17:16CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 115
1930 03/02/2023 17:16CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 258
4320 03/02/2023 17:16CALCULATIONAromatic C9-C10 (Adjusted)µg/L 40.2
2330 03/02/2023 17:16MADEP-VPH Aliphatic C5-C8 µg/L 115
7880 03/02/2023 17:16MADEP-VPH Aliphatic C9-C12 µg/L 258
4320 03/02/2023 17:16MADEP-VPH Aromatic C9-C10 µg/L 40.2
V 89997MW-3
3430 03/07/2023 11:046200BBenzeneµg/L 180
16.2 03/04/2023 09:466200Bn-Butylbenzene µg/L 1.80
11.2 03/04/2023 09:466200Bsec-Butyl benzene µg/L 2.00
9.03 03/04/2023 09:466200BDi-Isopropyl Ether (DIPE)µg/L 5.00
4490 03/07/2023 11:046200BEthylbenzeneµg/L 170
104 03/04/2023 09:466200BIsopropylbenzeneµg/L 1.80
5.12 03/04/2023 09:466200B4-Isopropyl toluene µg/L 0.890
32.7 03/04/2023 09:466200BMethyl tert-butyl ether (MTBE)µg/L 1.40
918 03/04/2023 09:466200BNaphthaleneµg/L 4.70
296 03/04/2023 09:466200Bn-Propylbenzene µg/L 1.90
170 03/04/2023 09:466200BStyreneµg/L 2.20
196 03/04/2023 09:466200Btert-Amyl Alcohol (TAA)µg/L 19.0
21400 03/07/2023 11:046200BTolueneµg/L 220
2210 03/07/2023 11:046200B1,2,4-Trimethylbenzene µg/L 190
547 03/04/2023 09:466200B1,3,5-Trimethylbenzene µg/L 1.80
6260 03/07/2023 11:046200Bo-Xylene µg/L 210
Page 5 of 53
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-060-0020
Report Limit
Project:Rushco Food Store #4
V 89997MW-3
12800 03/07/2023 11:046200Bm,p-Xylene µg/L 420
19100 03/07/2023 11:046200BXylene (Total)µg/L 210
26400 03/02/2023 16:52CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 1150
15200 03/02/2023 16:52CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 2580
5660 03/02/2023 16:52CALCULATIONAromatic C9-C10 (Adjusted)µg/L 402
51200 03/02/2023 16:52MADEP-VPH Aliphatic C5-C8 µg/L 1150
44400 03/02/2023 16:52MADEP-VPH Aliphatic C9-C12 µg/L 2580
5660 03/02/2023 16:52MADEP-VPH Aromatic C9-C10 µg/L 402
V 89998MW-4
J0.003 03/08/2023 17:426010DLeadmg/L 0.002
J660003/07/2023 11:316200BAcetoneµg/L 1800
26900 03/07/2023 11:316200BBenzeneµg/L 180
19.5 03/04/2023 10:136200Bn-Butylbenzene µg/L 1.80
13.2 03/04/2023 10:136200Bsec-Butyl benzene µg/L 2.00
1190 03/07/2023 11:316200BDi-Isopropyl Ether (DIPE)µg/L 500
4130 03/07/2023 11:316200BEthylbenzeneµg/L 170
233 03/04/2023 10:136200B2-Hexanone µg/L 3.80
100 03/04/2023 10:136200BIsopropylbenzeneµg/L 1.80
6.84 03/04/2023 10:136200B4-Isopropyl toluene µg/L 0.890
J246003/07/2023 11:316200BMethyl Ethyl Ketone (MEK)µg/L 710
32400 03/07/2023 11:316200BMethyl tert-butyl ether (MTBE)µg/L 140
967 03/04/2023 10:136200BNaphthaleneµg/L 4.70
307 03/04/2023 10:136200Bn-Propylbenzene µg/L 1.90
155 03/04/2023 10:136200BStyreneµg/L 2.20
J467003/07/2023 11:316200Btert-Butyl Alcohol (TBA)µg/L 1600
23700 03/07/2023 11:316200Btert-Amyl Alcohol (TAA)µg/L 1900
125 03/04/2023 10:136200Btert-Amyl Methyl Ether (TAME)µg/L 2.80
54700 03/07/2023 11:316200BTolueneµg/L 220
2450 03/07/2023 11:316200B1,2,4-Trimethylbenzene µg/L 190
588 03/04/2023 10:136200B1,3,5-Trimethylbenzene µg/L 1.80
6100 03/07/2023 11:316200Bo-Xylene µg/L 210
13500 03/07/2023 11:316200Bm,p-Xylene µg/L 420
19600 03/07/2023 11:316200BXylene (Total)µg/L 210
51400 03/03/2023 07:53CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 11500
15600 03/02/2023 18:27CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 2580
5690 03/02/2023 18:27CALCULATIONAromatic C9-C10 (Adjusted)µg/L 402
Page 6 of 53
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-060-0020
Report Limit
Project:Rushco Food Store #4
V 89998MW-4
0.810 03/06/2023 12:19EPA-504.1 1,2-Dibromoethane µg/L 0.0207
133000 03/03/2023 07:53MADEP-VPH Aliphatic C5-C8 µg/L 11500
45000 03/02/2023 18:27MADEP-VPH Aliphatic C9-C12 µg/L 2580
5690 03/02/2023 18:27MADEP-VPH Aromatic C9-C10 µg/L 402
V 89999TW-1
32.1 03/04/2023 07:296200BAcetoneµg/L 1.80
0.508 03/04/2023 07:296200BBenzeneµg/L 0.180
0.596 03/04/2023 07:296200BBromodichloromethaneµg/L 0.160
6.01 03/04/2023 07:296200BChloroformµg/L 0.220
1.21 03/04/2023 07:296200BEthylbenzeneµg/L 0.170
3.43 03/04/2023 07:296200B4-Isopropyl toluene µg/L 0.089
J0.496 03/04/2023 07:296200BMethyl tert-butyl ether (MTBE)µg/L 0.140
3.31 03/04/2023 07:296200BTolueneµg/L 0.220
1.40 03/04/2023 07:296200B1,2,4-Trimethylbenzene µg/L 0.190
J0.461 03/04/2023 07:296200B1,3,5-Trimethylbenzene µg/L 0.180
1.65 03/04/2023 07:296200Bo-Xylene µg/L 0.210
3.51 03/04/2023 07:296200Bm,p-Xylene µg/L 0.420
5.16 03/04/2023 07:296200BXylene (Total)µg/L 0.210
J37.0 03/02/2023 15:41CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 25.8
J13.9 03/02/2023 15:41CALCULATIONAromatic C9-C10 (Adjusted)µg/L 4.02
57.3 03/02/2023 15:41MADEP-VPH Aliphatic C9-C12 µg/L 25.8
J13.9 03/02/2023 15:41MADEP-VPH Aromatic C9-C10 µg/L 4.02
V 90000Trip Blank
J0.336 03/04/2023 03:246200BMethylene Chloride µg/L 0.330
Page 7 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-1
89995 Matrix:
3/1/2023 13:25
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0 1003,3-Dimethyl-1-butanol 10 03/04/23 08:51 6200BMSA
Surrogate: 4-Bromofluorobenzene 97.0 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: Dibromofluoromethane 96.6 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 95.8 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: Toluene-d8 96.8 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: 4-Bromofluorobenzene 95.8 Limits: 70-130%03/07/23 10:361000 MSA V30528
Surrogate: Dibromofluoromethane 95.2 Limits: 70-130%03/07/23 10:361000 MSA V30528
Surrogate: 1,2-Dichloroethane - d4 85.2 Limits: 70-130%03/07/23 10:361000 MSA V30528
Surrogate: Toluene-d8 93.4 Limits: 70-130%03/07/23 10:361000 MSA V30528
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 8 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-1
89995 Matrix:
3/1/2023 13:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<1800 µg/L 1800 10000Acetone 1000 03/07/23 10:36 V30528MSA
6290 µg/L 180 500Benzene 1000 03/07/23 10:36 V30528MSA
<2.10 µg/L 2.10 5.00Bromobenzene 10 03/04/23 08:51 V30462MSA
<4.20 µg/L 4.20 10.0Bromochloromethane 10 03/04/23 08:51 V30462MSA
<1.60 µg/L 1.60 5.00Bromodichloromethane 10 03/04/23 08:51 V30462MSA
<15.0 µg/L 15.0 50.0Bromoform 10 03/04/23 08:51 V30462MSA
<2.80 µg/L 2.80 10.0Bromomethane 10 03/04/23 08:51 V30462MSA
16.8 µg/L 1.80 5.00n-Butylbenzene 10 03/04/23 08:51 V30462MSA
11.5 µg/L 2.00 5.00sec-Butyl benzene 10 03/04/23 08:51 V30462MSA
<9.20 µg/L 9.20 20.0tert-Butyl benzene 10 03/04/23 08:51 V30462MSA
<1.80 µg/L 1.80 5.00Carbon Tetrachloride 10 03/04/23 08:51 V30462MSA
<1.90 µg/L 1.90 5.00Chlorobenzene 10 03/04/23 08:51 V30462MSA
<1.90 µg/L 1.90 5.00Chlorodibromomethane 10 03/04/23 08:51 V30462MSA
<4.30 µg/L 4.30 10.0Chloroethane 10 03/04/23 08:51 V30462MSA
<2.20 µg/L 2.20 5.00Chloroform 10 03/04/23 08:51 V30462MSA
<2.20 µg/L 2.20 5.00Chloromethane 10 03/04/23 08:51 V30462MSA
<2.00 µg/L 2.00 5.002-Chlorotoluene 10 03/04/23 08:51 V30462MSA
<2.00 µg/L 2.00 5.004-Chlorotoluene 10 03/04/23 08:51 V30462MSA
300 µg/L 5.00 5.00Di-Isopropyl Ether (DIPE)10 03/04/23 08:51 V30462MSA
<11.0 µg/L 11.0 20.01,2-Dibromo-3-Chloropropane 10 03/04/23 08:51 V30462MSA
<2.30 µg/L 2.30 5.00Dibromomethane 10 03/04/23 08:51 V30462MSA
<2.20 µg/L 2.20 5.001,2-Dichlorobenzene 10 03/04/23 08:51 V30462MSA
<1.90 µg/L 1.90 5.001,3-Dichlorobenzene 10 03/04/23 08:51 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 9 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-1
89995 Matrix:
3/1/2023 13:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<2.10 µg/L 2.10 5.001,4-Dichlorobenzene 10 03/04/23 08:51 V30462MSA
<12.0 µg/L 12.0 50.0Dichlorodifluoromethane 10 03/04/23 08:51 V30462MSA
<2.40 µg/L 2.40 5.001,1-Dichloroethane 10 03/04/23 08:51 V30462MSA
9.94 µg/L 1.50 5.001,2-Dichloroethane 10 03/04/23 08:51 V30462MSA
<1.50 µg/L 1.50 5.001,1-Dichloroethene 10 03/04/23 08:51 V30462MSA
<2.00 µg/L 2.00 5.00cis-1,2-Dichloroethene 10 03/04/23 08:51 V30462MSA
<1.80 µg/L 1.80 5.00trans-1,2-Dichloroethene 10 03/04/23 08:51 V30462MSA
<1.90 µg/L 1.90 5.001,2-Dichloropropane 10 03/04/23 08:51 V30462MSA
<1.30 µg/L 1.30 5.001,3-Dichloropropane 10 03/04/23 08:51 V30462MSA
<2.10 µg/L 2.10 20.02,2-Dichloropropane 10 03/04/23 08:51 V30462MSA
<2.00 µg/L 2.00 5.001,1-Dichloropropene 10 03/04/23 08:51 V30462MSA
<2.10 µg/L 2.10 5.00cis-1,3-Dichloropropene 10 03/04/23 08:51 V30462MSA
<1.50 µg/L 1.50 5.00trans-1,3-Dichloropropene 10 03/04/23 08:51 V30462MSA
<420 µg/L 420 2000Ethanol 10 03/04/23 08:51 V30462MSA
2420 µg/L 170 500Ethylbenzene 1000 03/07/23 10:36 V30528MSA
<3.50 µg/L 3.50 30.0Hexachlorobutadiene 10 03/04/23 08:51 V30462MSA
186 µg/L 3.80 10.02-Hexanone 10 03/04/23 08:51 V30462MSA
101 µg/L 1.80 5.00Isopropylbenzene 10 03/04/23 08:51 V30462MSA
6.10 µg/L 0.890 5.004-Isopropyl toluene 10 03/04/23 08:51 V30462MSA
644 µg/L 7.10 50.0Methyl Ethyl Ketone (MEK)10 03/04/23 08:51 V30462MSA
4070 µg/L 140 1000Methyl tert-butyl ether (MTBE)1000 03/07/23 10:36 V30528MSA
132 µg/L 0.780 10.04-Methyl-2-Pentanone 10 03/04/23 08:51 V30462MSA
<3.30 µg/L 3.30 20.0Methylene Chloride 10 03/04/23 08:51 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 10 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-1
89995 Matrix:
3/1/2023 13:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
543 J µg/L 470 1000Naphthalene 1000 03/07/23 10:36 V30528MSA
281 µg/L 1.90 5.00n-Propylbenzene 10 03/04/23 08:51 V30462MSA
48.6 µg/L 2.20 5.00Styrene 10 03/04/23 08:51 V30462MSA
3220 J µg/L 1600 10000tert-Butyl Alcohol (TBA)1000 03/07/23 10:36 V30528MSA
<3.50 µg/L 3.50 100tert-Butyl formate (TBF)10 03/04/23 08:51 V30462MSA
10700 µg/L 1900 10000tert-Amyl Alcohol (TAA)1000 03/07/23 10:36 V30528MSA
8.91 J µg/L 2.80 100tert-Amyl Methyl Ether (TAME)10 03/04/23 08:51 V30462MSA
<1.60 µg/L 1.60 5.001,1,1,2-Tetrachloroethane 10 03/04/23 08:51 V30462MSA
<1.60 µg/L 1.60 5.001,1,2,2-Tetrachloroethane 10 03/04/23 08:51 V30462MSA
<2.20 µg/L 2.20 5.00Tetrachloroethene 10 03/04/23 08:51 V30462MSA
6390 µg/L 220 500Toluene 1000 03/07/23 10:36 V30528MSA
<3.80 µg/L 3.80 5.001,2,3-Trichlorobenzene 10 03/04/23 08:51 V30462MSA
<3.10 µg/L 3.10 5.001,2,4-Trichlorobenzene 10 03/04/23 08:51 V30462MSA
<1.60 µg/L 1.60 5.001,1,1-Trichloroethane 10 03/04/23 08:51 V30462MSA
6.35 µg/L 0.960 5.001,1,2-Trichloroethane 10 03/04/23 08:51 V30462MSA
<1.80 µg/L 1.80 5.00Trichloroethene 10 03/04/23 08:51 V30462MSA
<1.80 µg/L 1.80 5.00Trichlorofluoromethane 10 03/04/23 08:51 V30462MSA
<2.70 µg/L 2.70 5.001,2,3-Trichloropropane 10 03/04/23 08:51 V30462MSA
1710 µg/L 190 5001,2,4-Trimethylbenzene 1000 03/07/23 10:36 V30528MSA
381 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 03/04/23 08:51 V30462MSA
<10.0 µg/L 10.0 50.0Vinyl Acetate 10 03/04/23 08:51 V30462MSA
<1.70 µg/L 1.70 5.00Vinyl Chloride 10 03/04/23 08:51 V30462MSA
1670 µg/L 210 500o-Xylene 1000 03/07/23 10:36 V30528MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 11 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-1
89995 Matrix:
3/1/2023 13:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
4650 µg/L 420 1000m,p-Xylene 1000 03/07/23 10:36 V30528MSA
6320 µg/L 210 500Xylene (Total)1000 03/07/23 10:36 V30528
Surrogate: 4-Bromofluorobenzene 97.0 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: Dibromofluoromethane 96.6 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 95.8 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: Toluene-d8 96.8 Limits: 70-130%03/04/23 08:5110 MSA V30462
Surrogate: 4-Bromofluorobenzene 95.8 Limits: 70-130%03/07/23 10:361000 MSA V30528
Surrogate: Dibromofluoromethane 95.2 Limits: 70-130%03/07/23 10:361000 MSA V30528
Surrogate: 1,2-Dichloroethane - d4 85.2 Limits: 70-130%03/07/23 10:361000 MSA V30528
Surrogate: Toluene-d8 93.4 Limits: 70-130%03/07/23 10:361000 MSA V30528
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 12 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-2
89996 Matrix:
3/1/2023 12:35
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0 1003,3-Dimethyl-1-butanol 10 03/04/23 09:18 6200BMSA
<0.002 mg/L 0.002 0.006Lead 1 03/08/23 17:33 6010DMMR
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 13 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-2
89996 Matrix:
3/1/2023 12:35
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<18.0 µg/L 18.0 100Acetone 10 03/04/23 09:18 V30462MSA
91.1 µg/L 1.80 5.00Benzene 10 03/04/23 09:18 V30462MSA
<2.10 µg/L 2.10 5.00Bromobenzene 10 03/04/23 09:18 V30462MSA
<4.20 µg/L 4.20 10.0Bromochloromethane 10 03/04/23 09:18 V30462MSA
<1.60 µg/L 1.60 5.00Bromodichloromethane 10 03/04/23 09:18 V30462MSA
<15.0 µg/L 15.0 50.0Bromoform 10 03/04/23 09:18 V30462MSA
<2.80 µg/L 2.80 10.0Bromomethane 10 03/04/23 09:18 V30462MSA
31.1 µg/L 1.80 5.00n-Butylbenzene 10 03/04/23 09:18 V30462MSA
12.4 µg/L 2.00 5.00sec-Butyl benzene 10 03/04/23 09:18 V30462MSA
<9.20 µg/L 9.20 20.0tert-Butyl benzene 10 03/04/23 09:18 V30462MSA
<1.80 µg/L 1.80 5.00Carbon Tetrachloride 10 03/04/23 09:18 V30462MSA
<1.90 µg/L 1.90 5.00Chlorobenzene 10 03/04/23 09:18 V30462MSA
<1.90 µg/L 1.90 5.00Chlorodibromomethane 10 03/04/23 09:18 V30462MSA
<4.30 µg/L 4.30 10.0Chloroethane 10 03/04/23 09:18 V30462MSA
12.2 µg/L 2.20 5.00Chloroform 10 03/04/23 09:18 V30462MSA
<2.20 µg/L 2.20 5.00Chloromethane 10 03/04/23 09:18 V30462MSA
<2.00 µg/L 2.00 5.002-Chlorotoluene 10 03/04/23 09:18 V30462MSA
<2.00 µg/L 2.00 5.004-Chlorotoluene 10 03/04/23 09:18 V30462MSA
47.6 µg/L 5.00 5.00Di-Isopropyl Ether (DIPE)10 03/04/23 09:18 V30462MSA
<11.0 µg/L 11.0 20.01,2-Dibromo-3-Chloropropane 10 03/04/23 09:18 V30462MSA
<2.30 µg/L 2.30 5.00Dibromomethane 10 03/04/23 09:18 V30462MSA
<2.20 µg/L 2.20 5.001,2-Dichlorobenzene 10 03/04/23 09:18 V30462MSA
<1.90 µg/L 1.90 5.001,3-Dichlorobenzene 10 03/04/23 09:18 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 14 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-2
89996 Matrix:
3/1/2023 12:35
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<2.10 µg/L 2.10 5.001,4-Dichlorobenzene 10 03/04/23 09:18 V30462MSA
<12.0 µg/L 12.0 50.0Dichlorodifluoromethane 10 03/04/23 09:18 V30462MSA
<2.40 µg/L 2.40 5.001,1-Dichloroethane 10 03/04/23 09:18 V30462MSA
<1.50 µg/L 1.50 5.001,2-Dichloroethane 10 03/04/23 09:18 V30462MSA
<1.50 µg/L 1.50 5.001,1-Dichloroethene 10 03/04/23 09:18 V30462MSA
<2.00 µg/L 2.00 5.00cis-1,2-Dichloroethene 10 03/04/23 09:18 V30462MSA
<1.80 µg/L 1.80 5.00trans-1,2-Dichloroethene 10 03/04/23 09:18 V30462MSA
<1.90 µg/L 1.90 5.001,2-Dichloropropane 10 03/04/23 09:18 V30462MSA
<1.30 µg/L 1.30 5.001,3-Dichloropropane 10 03/04/23 09:18 V30462MSA
<2.10 µg/L 2.10 20.02,2-Dichloropropane 10 03/04/23 09:18 V30462MSA
<2.00 µg/L 2.00 5.001,1-Dichloropropene 10 03/04/23 09:18 V30462MSA
<2.10 µg/L 2.10 5.00cis-1,3-Dichloropropene 10 03/04/23 09:18 V30462MSA
<1.50 µg/L 1.50 5.00trans-1,3-Dichloropropene 10 03/04/23 09:18 V30462MSA
<420 µg/L 420 2000Ethanol 10 03/04/23 09:18 V30462MSA
971 µg/L 1.70 5.00Ethylbenzene 10 03/04/23 09:18 V30462MSA
<3.50 µg/L 3.50 30.0Hexachlorobutadiene 10 03/04/23 09:18 V30462MSA
<3.80 µg/L 3.80 10.02-Hexanone 10 03/04/23 09:18 V30462MSA
80.6 µg/L 1.80 5.00Isopropylbenzene 10 03/04/23 09:18 V30462MSA
12.2 µg/L 0.890 5.004-Isopropyl toluene 10 03/04/23 09:18 V30462MSA
<7.10 µg/L 7.10 50.0Methyl Ethyl Ketone (MEK)10 03/04/23 09:18 V30462MSA
458 µg/L 1.40 10.0Methyl tert-butyl ether (MTBE)10 03/04/23 09:18 V30462MSA
14.1 µg/L 0.780 10.04-Methyl-2-Pentanone 10 03/04/23 09:18 V30462MSA
7.14 J µg/L 3.30 20.0Methylene Chloride 10 03/04/23 09:18 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 15 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-2
89996 Matrix:
3/1/2023 12:35
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
662 µg/L 47.0 100Naphthalene 100 03/07/23 10:09 V30528MSA
190 µg/L 1.90 5.00n-Propylbenzene 10 03/04/23 09:18 V30462MSA
32.8 µg/L 2.20 5.00Styrene 10 03/04/23 09:18 V30462MSA
512 µg/L 16.0 100tert-Butyl Alcohol (TBA)10 03/04/23 09:18 V30462MSA
<3.50 µg/L 3.50 100tert-Butyl formate (TBF)10 03/04/23 09:18 V30462MSA
348 µg/L 19.0 100tert-Amyl Alcohol (TAA)10 03/04/23 09:18 V30462MSA
10.1 J µg/L 2.80 100tert-Amyl Methyl Ether (TAME)10 03/04/23 09:18 V30462MSA
<1.60 µg/L 1.60 5.001,1,1,2-Tetrachloroethane 10 03/04/23 09:18 V30462MSA
<1.60 µg/L 1.60 5.001,1,2,2-Tetrachloroethane 10 03/04/23 09:18 V30462MSA
<2.20 µg/L 2.20 5.00Tetrachloroethene 10 03/04/23 09:18 V30462MSA
60.2 µg/L 2.20 5.00Toluene 10 03/04/23 09:18 V30462MSA
<3.80 µg/L 3.80 5.001,2,3-Trichlorobenzene 10 03/04/23 09:18 V30462MSA
<3.10 µg/L 3.10 5.001,2,4-Trichlorobenzene 10 03/04/23 09:18 V30462MSA
<1.60 µg/L 1.60 5.001,1,1-Trichloroethane 10 03/04/23 09:18 V30462MSA
<0.960 µg/L 0.960 5.001,1,2-Trichloroethane 10 03/04/23 09:18 V30462MSA
<1.80 µg/L 1.80 5.00Trichloroethene 10 03/04/23 09:18 V30462MSA
<1.80 µg/L 1.80 5.00Trichlorofluoromethane 10 03/04/23 09:18 V30462MSA
<2.70 µg/L 2.70 5.001,2,3-Trichloropropane 10 03/04/23 09:18 V30462MSA
867 µg/L 19.0 50.01,2,4-Trimethylbenzene 100 03/07/23 10:09 V30528MSA
39.8 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 03/04/23 09:18 V30462MSA
<10.0 µg/L 10.0 50.0Vinyl Acetate 10 03/04/23 09:18 V30462MSA
<1.70 µg/L 1.70 5.00Vinyl Chloride 10 03/04/23 09:18 V30462MSA
32.7 µg/L 2.10 5.00o-Xylene 10 03/04/23 09:18 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 16 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-2
89996 Matrix:
3/1/2023 12:35
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
624 µg/L 4.20 10.0m,p-Xylene 10 03/04/23 09:18 V30462MSA
657 µg/L 2.10 5.00Xylene (Total)10 03/04/23 09:18 V30462
Surrogate: 4-Bromofluorobenzene 95.8 Limits: 70-130%03/04/23 09:1810 MSA V30462
Surrogate: Dibromofluoromethane 99.6 Limits: 70-130%03/04/23 09:1810 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 96.0 Limits: 70-130%03/04/23 09:1810 MSA V30462
Surrogate: Toluene-d8 97.4 Limits: 70-130%03/04/23 09:1810 MSA V30462
Surrogate: 4-Bromofluorobenzene 91.8 Limits: 70-130%03/07/23 10:09100 MSA V30528
Surrogate: Dibromofluoromethane 97.2 Limits: 70-130%03/07/23 10:09100 MSA V30528
Surrogate: 1,2-Dichloroethane - d4 86.8 Limits: 70-130%03/07/23 10:09100 MSA V30528
Surrogate: Toluene-d8 92.6 Limits: 70-130%03/07/23 10:09100 MSA V30528
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):V30452 03/06/23 08:12
<0.0222 µg/L 0.02221,2-Dibromoethane 1 03/06/23 11:20 V30465AMP
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 17 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-2
89996 Matrix:
3/1/2023 12:35
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
2180 µg/L 115 500Aliphatic C5-C8 (Adjusted)10 03/02/23 17:16
1930 µg/L 258 500Aliphatics C9-C12 (Adjusted)10 03/02/23 17:16
4320 µg/L 40.2 500Aromatic C9-C10 (Adjusted)10 03/02/23 17:16
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V30387 03/02/23 08:00
2330 µg/L 115 500Aliphatic C5-C8 10 03/02/23 17:16 V30388TBL
7880 µg/L 258 500Aliphatic C9-C12 10 03/02/23 17:16 V30388TBL
4320 µg/L 40.2 500Aromatic C9-C10 10 03/02/23 17:16 V30388TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)118 Limits: 70-130%03/02/23 17:1610 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)114 Limits: 70-130%03/02/23 17:1610 TBL
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 18 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-3
89997 Matrix:
3/1/2023 13:10
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0 1003,3-Dimethyl-1-butanol 10 03/04/23 09:46 6200BMSA
<0.002 mg/L 0.002 0.006Lead 1 03/08/23 17:37 6010DMMR
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 19 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-3
89997 Matrix:
3/1/2023 13:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<18.0 µg/L 18.0 100Acetone 10 03/04/23 09:46 V30462MSA
3430 µg/L 180 500Benzene 1000 03/07/23 11:04 V30528MSA
<2.10 µg/L 2.10 5.00Bromobenzene 10 03/04/23 09:46 V30462MSA
<4.20 µg/L 4.20 10.0Bromochloromethane 10 03/04/23 09:46 V30462MSA
<1.60 µg/L 1.60 5.00Bromodichloromethane 10 03/04/23 09:46 V30462MSA
<15.0 µg/L 15.0 50.0Bromoform 10 03/04/23 09:46 V30462MSA
<2.80 µg/L 2.80 10.0Bromomethane 10 03/04/23 09:46 V30462MSA
16.2 µg/L 1.80 5.00n-Butylbenzene 10 03/04/23 09:46 V30462MSA
11.2 µg/L 2.00 5.00sec-Butyl benzene 10 03/04/23 09:46 V30462MSA
<9.20 µg/L 9.20 20.0tert-Butyl benzene 10 03/04/23 09:46 V30462MSA
<1.80 µg/L 1.80 5.00Carbon Tetrachloride 10 03/04/23 09:46 V30462MSA
<1.90 µg/L 1.90 5.00Chlorobenzene 10 03/04/23 09:46 V30462MSA
<1.90 µg/L 1.90 5.00Chlorodibromomethane 10 03/04/23 09:46 V30462MSA
<4.30 µg/L 4.30 10.0Chloroethane 10 03/04/23 09:46 V30462MSA
<2.20 µg/L 2.20 5.00Chloroform 10 03/04/23 09:46 V30462MSA
<2.20 µg/L 2.20 5.00Chloromethane 10 03/04/23 09:46 V30462MSA
<2.00 µg/L 2.00 5.002-Chlorotoluene 10 03/04/23 09:46 V30462MSA
<2.00 µg/L 2.00 5.004-Chlorotoluene 10 03/04/23 09:46 V30462MSA
9.03 µg/L 5.00 5.00Di-Isopropyl Ether (DIPE)10 03/04/23 09:46 V30462MSA
<11.0 µg/L 11.0 20.01,2-Dibromo-3-Chloropropane 10 03/04/23 09:46 V30462MSA
<2.30 µg/L 2.30 5.00Dibromomethane 10 03/04/23 09:46 V30462MSA
<2.20 µg/L 2.20 5.001,2-Dichlorobenzene 10 03/04/23 09:46 V30462MSA
<1.90 µg/L 1.90 5.001,3-Dichlorobenzene 10 03/04/23 09:46 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 20 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-3
89997 Matrix:
3/1/2023 13:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<2.10 µg/L 2.10 5.001,4-Dichlorobenzene 10 03/04/23 09:46 V30462MSA
<12.0 µg/L 12.0 50.0Dichlorodifluoromethane 10 03/04/23 09:46 V30462MSA
<2.40 µg/L 2.40 5.001,1-Dichloroethane 10 03/04/23 09:46 V30462MSA
<1.50 µg/L 1.50 5.001,2-Dichloroethane 10 03/04/23 09:46 V30462MSA
<1.50 µg/L 1.50 5.001,1-Dichloroethene 10 03/04/23 09:46 V30462MSA
<2.00 µg/L 2.00 5.00cis-1,2-Dichloroethene 10 03/04/23 09:46 V30462MSA
<1.80 µg/L 1.80 5.00trans-1,2-Dichloroethene 10 03/04/23 09:46 V30462MSA
<1.90 µg/L 1.90 5.001,2-Dichloropropane 10 03/04/23 09:46 V30462MSA
<1.30 µg/L 1.30 5.001,3-Dichloropropane 10 03/04/23 09:46 V30462MSA
<2.10 µg/L 2.10 20.02,2-Dichloropropane 10 03/04/23 09:46 V30462MSA
<2.00 µg/L 2.00 5.001,1-Dichloropropene 10 03/04/23 09:46 V30462MSA
<2.10 µg/L 2.10 5.00cis-1,3-Dichloropropene 10 03/04/23 09:46 V30462MSA
<1.50 µg/L 1.50 5.00trans-1,3-Dichloropropene 10 03/04/23 09:46 V30462MSA
<420 µg/L 420 2000Ethanol 10 03/04/23 09:46 V30462MSA
4490 µg/L 170 500Ethylbenzene 1000 03/07/23 11:04 V30528MSA
<3.50 µg/L 3.50 30.0Hexachlorobutadiene 10 03/04/23 09:46 V30462MSA
<3.80 µg/L 3.80 10.02-Hexanone 10 03/04/23 09:46 V30462MSA
104 µg/L 1.80 5.00Isopropylbenzene 10 03/04/23 09:46 V30462MSA
5.12 µg/L 0.890 5.004-Isopropyl toluene 10 03/04/23 09:46 V30462MSA
<7.10 µg/L 7.10 50.0Methyl Ethyl Ketone (MEK)10 03/04/23 09:46 V30462MSA
32.7 µg/L 1.40 10.0Methyl tert-butyl ether (MTBE)10 03/04/23 09:46 V30462MSA
<0.780 µg/L 0.780 10.04-Methyl-2-Pentanone 10 03/04/23 09:46 V30462MSA
<3.30 µg/L 3.30 20.0Methylene Chloride 10 03/04/23 09:46 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 21 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-3
89997 Matrix:
3/1/2023 13:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
918 µg/L 4.70 10.0Naphthalene 10 03/04/23 09:46 V30462MSA
296 µg/L 1.90 5.00n-Propylbenzene 10 03/04/23 09:46 V30462MSA
170 µg/L 2.20 5.00Styrene 10 03/04/23 09:46 V30462MSA
<16.0 µg/L 16.0 100tert-Butyl Alcohol (TBA)10 03/04/23 09:46 V30462MSA
<3.50 µg/L 3.50 100tert-Butyl formate (TBF)10 03/04/23 09:46 V30462MSA
196 µg/L 19.0 100tert-Amyl Alcohol (TAA)10 03/04/23 09:46 V30462MSA
<2.80 µg/L 2.80 100tert-Amyl Methyl Ether (TAME)10 03/04/23 09:46 V30462MSA
<1.60 µg/L 1.60 5.001,1,1,2-Tetrachloroethane 10 03/04/23 09:46 V30462MSA
<1.60 µg/L 1.60 5.001,1,2,2-Tetrachloroethane 10 03/04/23 09:46 V30462MSA
<2.20 µg/L 2.20 5.00Tetrachloroethene 10 03/04/23 09:46 V30462MSA
21400 µg/L 220 500Toluene 1000 03/07/23 11:04 V30528MSA
<3.80 µg/L 3.80 5.001,2,3-Trichlorobenzene 10 03/04/23 09:46 V30462MSA
<3.10 µg/L 3.10 5.001,2,4-Trichlorobenzene 10 03/04/23 09:46 V30462MSA
<1.60 µg/L 1.60 5.001,1,1-Trichloroethane 10 03/04/23 09:46 V30462MSA
<0.960 µg/L 0.960 5.001,1,2-Trichloroethane 10 03/04/23 09:46 V30462MSA
<1.80 µg/L 1.80 5.00Trichloroethene 10 03/04/23 09:46 V30462MSA
<1.80 µg/L 1.80 5.00Trichlorofluoromethane 10 03/04/23 09:46 V30462MSA
<2.70 µg/L 2.70 5.001,2,3-Trichloropropane 10 03/04/23 09:46 V30462MSA
2210 µg/L 190 5001,2,4-Trimethylbenzene 1000 03/07/23 11:04 V30528MSA
547 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 03/04/23 09:46 V30462MSA
<10.0 µg/L 10.0 50.0Vinyl Acetate 10 03/04/23 09:46 V30462MSA
<1.70 µg/L 1.70 5.00Vinyl Chloride 10 03/04/23 09:46 V30462MSA
6260 µg/L 210 500o-Xylene 1000 03/07/23 11:04 V30528MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 22 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-3
89997 Matrix:
3/1/2023 13:10
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
12800 µg/L 420 1000m,p-Xylene 1000 03/07/23 11:04 V30528MSA
19100 µg/L 210 500Xylene (Total)1000 03/07/23 11:04 V30528
Surrogate: 4-Bromofluorobenzene 97.4 Limits: 70-130%03/04/23 09:4610 MSA V30462
Surrogate: Dibromofluoromethane 98.8 Limits: 70-130%03/04/23 09:4610 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 95.0 Limits: 70-130%03/04/23 09:4610 MSA V30462
Surrogate: Toluene-d8 96.0 Limits: 70-130%03/04/23 09:4610 MSA V30462
Surrogate: 4-Bromofluorobenzene 94.4 Limits: 70-130%03/07/23 11:041000 MSA V30528
Surrogate: Dibromofluoromethane 98.4 Limits: 70-130%03/07/23 11:041000 MSA V30528
Surrogate: 1,2-Dichloroethane - d4 86.8 Limits: 70-130%03/07/23 11:041000 MSA V30528
Surrogate: Toluene-d8 94.2 Limits: 70-130%03/07/23 11:041000 MSA V30528
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):V30452 03/06/23 08:12
<0.0206 µg/L 0.02061,2-Dibromoethane 1 03/06/23 11:40 V30465AMP
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 23 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-3
89997 Matrix:
3/1/2023 13:10
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
26400 µg/L 1150 5000Aliphatic C5-C8 (Adjusted)100 03/02/23 16:52
15200 µg/L 2580 5000Aliphatics C9-C12 (Adjusted)100 03/02/23 16:52
5660 µg/L 402 5000Aromatic C9-C10 (Adjusted)100 03/02/23 16:52
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V30387 03/02/23 08:00
51200 µg/L 1150 5000Aliphatic C5-C8 100 03/02/23 16:52 V30388TBL
44400 µg/L 2580 5000Aliphatic C9-C12 100 03/02/23 16:52 V30388TBL
5660 µg/L 402 5000Aromatic C9-C10 100 03/02/23 16:52 V30388TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)122 Limits: 70-130%03/02/23 16:52100 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)114 Limits: 70-130%03/02/23 16:52100 TBL
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 24 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-4
89998 Matrix:
3/1/2023 12:45
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<10.0 µg/L 10.0 1003,3-Dimethyl-1-butanol 10 03/04/23 10:13 6200BMSA
0.003 J mg/L 0.002 0.006Lead 1 03/08/23 17:42 6010DMMR
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 25 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-4
89998 Matrix:
3/1/2023 12:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
6600 J µg/L 1800 10000Acetone 1000 03/07/23 11:31 V30528MSA
26900 µg/L 180 500Benzene 1000 03/07/23 11:31 V30528MSA
<2.10 µg/L 2.10 5.00Bromobenzene 10 03/04/23 10:13 V30462MSA
<4.20 µg/L 4.20 10.0Bromochloromethane 10 03/04/23 10:13 V30462MSA
<1.60 µg/L 1.60 5.00Bromodichloromethane 10 03/04/23 10:13 V30462MSA
<15.0 µg/L 15.0 50.0Bromoform 10 03/04/23 10:13 V30462MSA
<2.80 µg/L 2.80 10.0Bromomethane 10 03/04/23 10:13 V30462MSA
19.5 µg/L 1.80 5.00n-Butylbenzene 10 03/04/23 10:13 V30462MSA
13.2 µg/L 2.00 5.00sec-Butyl benzene 10 03/04/23 10:13 V30462MSA
<9.20 µg/L 9.20 20.0tert-Butyl benzene 10 03/04/23 10:13 V30462MSA
<1.80 µg/L 1.80 5.00Carbon Tetrachloride 10 03/04/23 10:13 V30462MSA
<1.90 µg/L 1.90 5.00Chlorobenzene 10 03/04/23 10:13 V30462MSA
<1.90 µg/L 1.90 5.00Chlorodibromomethane 10 03/04/23 10:13 V30462MSA
<4.30 µg/L 4.30 10.0Chloroethane 10 03/04/23 10:13 V30462MSA
<2.20 µg/L 2.20 5.00Chloroform 10 03/04/23 10:13 V30462MSA
<2.20 µg/L 2.20 5.00Chloromethane 10 03/04/23 10:13 V30462MSA
<2.00 µg/L 2.00 5.002-Chlorotoluene 10 03/04/23 10:13 V30462MSA
<2.00 µg/L 2.00 5.004-Chlorotoluene 10 03/04/23 10:13 V30462MSA
1190 µg/L 500 500Di-Isopropyl Ether (DIPE)1000 03/07/23 11:31 V30528MSA
<11.0 µg/L 11.0 20.01,2-Dibromo-3-Chloropropane 10 03/04/23 10:13 V30462MSA
<2.30 µg/L 2.30 5.00Dibromomethane 10 03/04/23 10:13 V30462MSA
<2.20 µg/L 2.20 5.001,2-Dichlorobenzene 10 03/04/23 10:13 V30462MSA
<1.90 µg/L 1.90 5.001,3-Dichlorobenzene 10 03/04/23 10:13 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 26 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-4
89998 Matrix:
3/1/2023 12:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
<2.10 µg/L 2.10 5.001,4-Dichlorobenzene 10 03/04/23 10:13 V30462MSA
<12.0 µg/L 12.0 50.0Dichlorodifluoromethane 10 03/04/23 10:13 V30462MSA
<2.40 µg/L 2.40 5.001,1-Dichloroethane 10 03/04/23 10:13 V30462MSA
<1.50 µg/L 1.50 5.001,2-Dichloroethane 10 03/04/23 10:13 V30462MSA
<1.50 µg/L 1.50 5.001,1-Dichloroethene 10 03/04/23 10:13 V30462MSA
<2.00 µg/L 2.00 5.00cis-1,2-Dichloroethene 10 03/04/23 10:13 V30462MSA
<1.80 µg/L 1.80 5.00trans-1,2-Dichloroethene 10 03/04/23 10:13 V30462MSA
<1.90 µg/L 1.90 5.001,2-Dichloropropane 10 03/04/23 10:13 V30462MSA
<1.30 µg/L 1.30 5.001,3-Dichloropropane 10 03/04/23 10:13 V30462MSA
<2.10 µg/L 2.10 20.02,2-Dichloropropane 10 03/04/23 10:13 V30462MSA
<2.00 µg/L 2.00 5.001,1-Dichloropropene 10 03/04/23 10:13 V30462MSA
<2.10 µg/L 2.10 5.00cis-1,3-Dichloropropene 10 03/04/23 10:13 V30462MSA
<1.50 µg/L 1.50 5.00trans-1,3-Dichloropropene 10 03/04/23 10:13 V30462MSA
<420 µg/L 420 2000Ethanol 10 03/04/23 10:13 V30462MSA
4130 µg/L 170 500Ethylbenzene 1000 03/07/23 11:31 V30528MSA
<3.50 µg/L 3.50 30.0Hexachlorobutadiene 10 03/04/23 10:13 V30462MSA
233 µg/L 3.80 10.02-Hexanone 10 03/04/23 10:13 V30462MSA
100 µg/L 1.80 5.00Isopropylbenzene 10 03/04/23 10:13 V30462MSA
6.84 µg/L 0.890 5.004-Isopropyl toluene 10 03/04/23 10:13 V30462MSA
2460 J µg/L 710 5000Methyl Ethyl Ketone (MEK)1000 03/07/23 11:31 V30528MSA
32400 µg/L 140 1000Methyl tert-butyl ether (MTBE)1000 03/07/23 11:31 V30528MSA
<0.780 µg/L 0.780 10.04-Methyl-2-Pentanone 10 03/04/23 10:13 V30462MSA
<3.30 µg/L 3.30 20.0Methylene Chloride 10 03/04/23 10:13 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 27 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-4
89998 Matrix:
3/1/2023 12:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
967 µg/L 4.70 10.0Naphthalene 10 03/04/23 10:13 V30462MSA
307 µg/L 1.90 5.00n-Propylbenzene 10 03/04/23 10:13 V30462MSA
155 µg/L 2.20 5.00Styrene 10 03/04/23 10:13 V30462MSA
4670 J µg/L 1600 10000tert-Butyl Alcohol (TBA)1000 03/07/23 11:31 V30528MSA
<3.50 µg/L 3.50 100tert-Butyl formate (TBF)10 03/04/23 10:13 V30462MSA
23700 µg/L 1900 10000tert-Amyl Alcohol (TAA)1000 03/07/23 11:31 V30528MSA
125 µg/L 2.80 100tert-Amyl Methyl Ether (TAME)10 03/04/23 10:13 V30462MSA
<1.60 µg/L 1.60 5.001,1,1,2-Tetrachloroethane 10 03/04/23 10:13 V30462MSA
<1.60 µg/L 1.60 5.001,1,2,2-Tetrachloroethane 10 03/04/23 10:13 V30462MSA
<2.20 µg/L 2.20 5.00Tetrachloroethene 10 03/04/23 10:13 V30462MSA
54700 µg/L 220 500Toluene 1000 03/07/23 11:31 V30528MSA
<3.80 µg/L 3.80 5.001,2,3-Trichlorobenzene 10 03/04/23 10:13 V30462MSA
<3.10 µg/L 3.10 5.001,2,4-Trichlorobenzene 10 03/04/23 10:13 V30462MSA
<1.60 µg/L 1.60 5.001,1,1-Trichloroethane 10 03/04/23 10:13 V30462MSA
<0.960 µg/L 0.960 5.001,1,2-Trichloroethane 10 03/04/23 10:13 V30462MSA
<1.80 µg/L 1.80 5.00Trichloroethene 10 03/04/23 10:13 V30462MSA
<1.80 µg/L 1.80 5.00Trichlorofluoromethane 10 03/04/23 10:13 V30462MSA
<2.70 µg/L 2.70 5.001,2,3-Trichloropropane 10 03/04/23 10:13 V30462MSA
2450 µg/L 190 5001,2,4-Trimethylbenzene 1000 03/07/23 11:31 V30528MSA
588 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 03/04/23 10:13 V30462MSA
<10.0 µg/L 10.0 50.0Vinyl Acetate 10 03/04/23 10:13 V30462MSA
<1.70 µg/L 1.70 5.00Vinyl Chloride 10 03/04/23 10:13 V30462MSA
6100 µg/L 210 500o-Xylene 1000 03/07/23 11:31 V30528MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 28 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-4
89998 Matrix:
3/1/2023 12:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00 V30526 03/06/23 14:00
13500 µg/L 420 1000m,p-Xylene 1000 03/07/23 11:31 V30528MSA
19600 µg/L 210 500Xylene (Total)1000 03/07/23 11:31 V30528
Surrogate: 4-Bromofluorobenzene 96.0 Limits: 70-130%03/04/23 10:1310 MSA V30462
Surrogate: Dibromofluoromethane 96.8 Limits: 70-130%03/04/23 10:1310 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 93.2 Limits: 70-130%03/04/23 10:1310 MSA V30462
Surrogate: Toluene-d8 97.6 Limits: 70-130%03/04/23 10:1310 MSA V30462
Surrogate: 4-Bromofluorobenzene 97.2 Limits: 70-130%03/07/23 11:311000 MSA V30528
Surrogate: Dibromofluoromethane 96.2 Limits: 70-130%03/07/23 11:311000 MSA V30528
Surrogate: 1,2-Dichloroethane - d4 83.2 Limits: 70-130%03/07/23 11:311000 MSA V30528
Surrogate: Toluene-d8 94.8 Limits: 70-130%03/07/23 11:311000 MSA V30528
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):V30452 03/06/23 08:12
0.810 µg/L 0.02071,2-Dibromoethane 1 03/06/23 12:19 V30465AMP
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 29 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:MW-4
89998 Matrix:
3/1/2023 12:45
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
51400 µg/L 11500 50000Aliphatic C5-C8 (Adjusted)1000 03/03/23 07:53
15600 µg/L 2580 5000Aliphatics C9-C12 (Adjusted)100 03/02/23 18:27
5690 µg/L 402 5000Aromatic C9-C10 (Adjusted)100 03/02/23 18:27
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V30387 03/02/23 08:00
133000 µg/L 11500 50000Aliphatic C5-C8 1000 03/03/23 07:53 V30388TBL
45000 µg/L 2580 5000Aliphatic C9-C12 100 03/02/23 18:27 V30388TBL
5690 µg/L 402 5000Aromatic C9-C10 100 03/02/23 18:27 V30388TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)124 Limits: 70-130%03/02/23 18:27100 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)115 Limits: 70-130%03/02/23 18:27100 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)101 Limits: 70-130%03/03/23 07:531000 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)102 Limits: 70-130%03/03/23 07:531000 TBL
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 30 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:TW-1
89999 Matrix:
3/1/2023 12:25
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<1.00 µg/L 1.00 10.03,3-Dimethyl-1-butanol 1 03/04/23 07:29 6200BMSA
<0.002 mg/L 0.002 0.006Lead 1 03/08/23 17:46 6010DMMR
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 31 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:TW-1
89999 Matrix:
3/1/2023 12:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
32.1 µg/L 1.80 10.0Acetone 1 03/04/23 07:29 V30462MSA
0.508 µg/L 0.180 0.500Benzene 1 03/04/23 07:29 V30462MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 03/04/23 07:29 V30462MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 03/04/23 07:29 V30462MSA
0.596 µg/L 0.160 0.500Bromodichloromethane 1 03/04/23 07:29 V30462MSA
<1.50 µg/L 1.50 5.00Bromoform 1 03/04/23 07:29 V30462MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 03/04/23 07:29 V30462MSA
<0.180 µg/L 0.180 0.500n-Butylbenzene 1 03/04/23 07:29 V30462MSA
<0.200 µg/L 0.200 0.500sec-Butyl benzene 1 03/04/23 07:29 V30462MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 03/04/23 07:29 V30462MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 03/04/23 07:29 V30462MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 03/04/23 07:29 V30462MSA
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 03/04/23 07:29 V30462MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 03/04/23 07:29 V30462MSA
6.01 µg/L 0.220 0.500Chloroform 1 03/04/23 07:29 V30462MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 03/04/23 07:29 V30462MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 03/04/23 07:29 V30462MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 03/04/23 07:29 V30462MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 03/04/23 07:29 V30462MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 03/04/23 07:29 V30462MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 03/04/23 07:29 V30462MSA
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 03/04/23 07:29 V30462MSA
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 03/04/23 07:29 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 32 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:TW-1
89999 Matrix:
3/1/2023 12:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 03/04/23 07:29 V30462MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 03/04/23 07:29 V30462MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 03/04/23 07:29 V30462MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 03/04/23 07:29 V30462MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 03/04/23 07:29 V30462MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 03/04/23 07:29 V30462MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 03/04/23 07:29 V30462MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 03/04/23 07:29 V30462MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 03/04/23 07:29 V30462MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 03/04/23 07:29 V30462MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 03/04/23 07:29 V30462MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 03/04/23 07:29 V30462MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 03/04/23 07:29 V30462MSA
<42.0 µg/L 42.0 200Ethanol 1 03/04/23 07:29 V30462MSA
1.21 µg/L 0.170 0.500Ethylbenzene 1 03/04/23 07:29 V30462MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 03/04/23 07:29 V30462MSA
<0.380 µg/L 0.380 1.002-Hexanone 1 03/04/23 07:29 V30462MSA
<0.180 µg/L 0.180 0.500Isopropylbenzene 1 03/04/23 07:29 V30462MSA
3.43 µg/L 0.089 0.5004-Isopropyl toluene 1 03/04/23 07:29 V30462MSA
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 03/04/23 07:29 V30462MSA
0.496 J µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 03/04/23 07:29 V30462MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 03/04/23 07:29 V30462MSA
<0.330 µg/L 0.330 2.00Methylene Chloride 1 03/04/23 07:29 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 33 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:TW-1
89999 Matrix:
3/1/2023 12:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
<0.470 µg/L 0.470 1.00Naphthalene 1 03/04/23 07:29 V30462MSA
<0.190 µg/L 0.190 0.500n-Propylbenzene 1 03/04/23 07:29 V30462MSA
<0.220 µg/L 0.220 0.500Styrene 1 03/04/23 07:29 V30462MSA
<1.60 µg/L 1.60 10.0tert-Butyl Alcohol (TBA)1 03/04/23 07:29 V30462MSA
<0.350 µg/L 0.350 10.0tert-Butyl formate (TBF)1 03/04/23 07:29 V30462MSA
<1.90 µg/L 1.90 10.0tert-Amyl Alcohol (TAA)1 03/04/23 07:29 V30462MSA
<0.280 µg/L 0.280 10.0tert-Amyl Methyl Ether (TAME)1 03/04/23 07:29 V30462MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 03/04/23 07:29 V30462MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 03/04/23 07:29 V30462MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 03/04/23 07:29 V30462MSA
3.31 µg/L 0.220 0.500Toluene 1 03/04/23 07:29 V30462MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 03/04/23 07:29 V30462MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 03/04/23 07:29 V30462MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 03/04/23 07:29 V30462MSA
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 03/04/23 07:29 V30462MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 03/04/23 07:29 V30462MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 03/04/23 07:29 V30462MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 03/04/23 07:29 V30462MSA
1.40 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 03/04/23 07:29 V30462MSA
0.461 J µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 03/04/23 07:29 V30462MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 03/04/23 07:29 V30462MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 03/04/23 07:29 V30462MSA
1.65 µg/L 0.210 0.500o-Xylene 1 03/04/23 07:29 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 34 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:TW-1
89999 Matrix:
3/1/2023 12:25
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
3.51 µg/L 0.420 1.00m,p-Xylene 1 03/04/23 07:29 V30462MSA
5.16 µg/L 0.210 0.500Xylene (Total)1 03/04/23 07:29 V30462KCC
Surrogate: 4-Bromofluorobenzene 96.8 Limits: 70-130%03/04/23 07:291 MSA V30462
Surrogate: Dibromofluoromethane 101 Limits: 70-130%03/04/23 07:291 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 98.0 Limits: 70-130%03/04/23 07:291 MSA V30462
Surrogate: Toluene-d8 97.8 Limits: 70-130%03/04/23 07:291 MSA V30462
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):V30452 03/06/23 08:12
<0.0208 µg/L 0.02081,2-Dibromoethane 1 03/06/23 12:59 V30465AMP
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 35 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:TW-1
89999 Matrix:
3/1/2023 12:25
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 (Adjusted)1 03/02/23 15:41
37.0 J µg/L 25.8 50.0Aliphatics C9-C12 (Adjusted)1 03/02/23 15:41
13.9 J µg/L 4.02 50.0Aromatic C9-C10 (Adjusted)1 03/02/23 15:41
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V30387 03/02/23 08:00
<11.5 µg/L 11.5 50.0Aliphatic C5-C8 1 03/02/23 15:41 V30388TBL
57.3 µg/L 25.8 50.0Aliphatic C9-C12 1 03/02/23 15:41 V30388TBL
13.9 J µg/L 4.02 50.0Aromatic C9-C10 1 03/02/23 15:41 V30388TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)117 Limits: 70-130%03/02/23 15:411 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)115 Limits: 70-130%03/02/23 15:411 TBL
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 36 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:Trip Blank
90000 Matrix:
3/1/2023 6:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
<1.80 µg/L 1.80 10.0Acetone 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500Benzene 1 03/04/23 03:24 V30462MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 03/04/23 03:24 V30462MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 03/04/23 03:24 V30462MSA
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 03/04/23 03:24 V30462MSA
<1.50 µg/L 1.50 5.00Bromoform 1 03/04/23 03:24 V30462MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500n-Butylbenzene 1 03/04/23 03:24 V30462MSA
<0.200 µg/L 0.200 0.500sec-Butyl benzene 1 03/04/23 03:24 V30462MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 03/04/23 03:24 V30462MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 03/04/23 03:24 V30462MSA
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 03/04/23 03:24 V30462MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 03/04/23 03:24 V30462MSA
<0.220 µg/L 0.220 0.500Chloroform 1 03/04/23 03:24 V30462MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 03/04/23 03:24 V30462MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 03/04/23 03:24 V30462MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 03/04/23 03:24 V30462MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 03/04/23 03:24 V30462MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 03/04/23 03:24 V30462MSA
<0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 03/04/23 03:24 V30462MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 03/04/23 03:24 V30462MSA
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 03/04/23 03:24 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 37 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:Trip Blank
90000 Matrix:
3/1/2023 6:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 03/04/23 03:24 V30462MSA
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 03/04/23 03:24 V30462MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 03/04/23 03:24 V30462MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 03/04/23 03:24 V30462MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 03/04/23 03:24 V30462MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 03/04/23 03:24 V30462MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 03/04/23 03:24 V30462MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 03/04/23 03:24 V30462MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 03/04/23 03:24 V30462MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 03/04/23 03:24 V30462MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 03/04/23 03:24 V30462MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 03/04/23 03:24 V30462MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 03/04/23 03:24 V30462MSA
<42.0 µg/L 42.0 200Ethanol 1 03/04/23 03:24 V30462MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 03/04/23 03:24 V30462MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 03/04/23 03:24 V30462MSA
<0.380 µg/L 0.380 1.002-Hexanone 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500Isopropylbenzene 1 03/04/23 03:24 V30462MSA
<0.089 µg/L 0.089 0.5004-Isopropyl toluene 1 03/04/23 03:24 V30462MSA
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 03/04/23 03:24 V30462MSA
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 03/04/23 03:24 V30462MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 03/04/23 03:24 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 38 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:Trip Blank
90000 Matrix:
3/1/2023 6:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
0.336 J µg/L 0.330 2.00Methylene Chloride 1 03/04/23 03:24 V30462MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 03/04/23 03:24 V30462MSA
<0.190 µg/L 0.190 0.500n-Propylbenzene 1 03/04/23 03:24 V30462MSA
<0.220 µg/L 0.220 0.500Styrene 1 03/04/23 03:24 V30462MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 03/04/23 03:24 V30462MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 03/04/23 03:24 V30462MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 03/04/23 03:24 V30462MSA
<0.220 µg/L 0.220 0.500Toluene 1 03/04/23 03:24 V30462MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 03/04/23 03:24 V30462MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 03/04/23 03:24 V30462MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 03/04/23 03:24 V30462MSA
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 03/04/23 03:24 V30462MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 03/04/23 03:24 V30462MSA
<0.190 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 03/04/23 03:24 V30462MSA
<0.180 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 03/04/23 03:24 V30462MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 03/04/23 03:24 V30462MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 03/04/23 03:24 V30462MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 03/04/23 03:24 V30462MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 03/04/23 03:24 V30462MSA
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 39 of 53
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-060-0020
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 03/01/2023
Rushco Food Store #4
Report Date : 03/10/2023
Sample ID :
Lab No :
Sampled:Trip Blank
90000 Matrix:
3/1/2023 6:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V30461 03/03/23 14:00
<0.21 µg/L 0.210 0.500Xylene (Total)1 03/04/23 03:24 V30462
Surrogate: 4-Bromofluorobenzene 99.4 Limits: 70-130%03/04/23 03:241 MSA V30462
Surrogate: Dibromofluoromethane 101 Limits: 70-130%03/04/23 03:241 MSA V30462
Surrogate: 1,2-Dichloroethane - d4 96.2 Limits: 70-130%03/04/23 03:241 MSA V30462
Surrogate: Toluene-d8 99.6 Limits: 70-130%03/04/23 03:241 MSA V30462
Qualifiers/
Definitions
Estimated valueJDilution FactorDF
Method Quantitation LimitMQL
Page 40 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Metals Analysis
6010D
V30619QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:V30576
Associated Lab Samples: 89996, 89997, 89998, 89999
LRB-V30576 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
03/08/23 17:190.0060.002<0.002mg/LLead
LCS-V30576 LCSD-V30576Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
0.102 1021010.1010.100mg/LLead 80-120 0.9 20.0
V 90049-PDS-V30576Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
03/08/23 17:5599.00.248mg/LLead
Page 1 of 11Date:03/10/2023 10:14 AM
Page 41 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30462QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30461
Associated Lab Samples: 89995, 89996, 89997, 89998, 89999, 90000
LRB-V30461 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
03/04/23 02:5710.01.80<1.80µg/LAcetone
03/04/23 02:570.5000.180<0.180µg/LBenzene
03/04/23 02:570.5000.210<0.210µg/LBromobenzene
03/04/23 02:571.000.420<0.420µg/LBromochloromethane
03/04/23 02:570.5000.160<0.160µg/LBromodichloromethane
03/04/23 02:575.001.50<1.50µg/LBromoform
03/04/23 02:571.000.280<0.280µg/LBromomethane
03/04/23 02:570.5000.180<0.180µg/Ln-Butylbenzene
03/04/23 02:570.5000.200<0.200µg/Lsec-Butyl benzene
03/04/23 02:572.000.920<0.920µg/Ltert-Butyl benzene
03/04/23 02:570.5000.180<0.180µg/LCarbon Tetrachloride
03/04/23 02:570.5000.190<0.190µg/LChlorobenzene
03/04/23 02:570.5000.190<0.190µg/LChlorodibromomethane
03/04/23 02:571.000.430<0.430µg/LChloroethane
03/04/23 02:570.5000.220<0.220µg/LChloroform
03/04/23 02:570.5000.220<0.220µg/LChloromethane
03/04/23 02:570.5000.200<0.200µg/L2-Chlorotoluene
03/04/23 02:570.5000.200<0.200µg/L4-Chlorotoluene
03/04/23 02:570.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
03/04/23 02:572.001.10<1.10µg/L1,2-Dibromo-3-Chloropropane
03/04/23 02:570.5000.200<0.200µg/L1,2-Dibromoethane
03/04/23 02:570.5000.230<0.230µg/LDibromomethane
03/04/23 02:570.5000.220<0.220µg/L1,2-Dichlorobenzene
03/04/23 02:570.5000.190<0.190µg/L1,3-Dichlorobenzene
03/04/23 02:570.5000.210<0.210µg/L1,4-Dichlorobenzene
03/04/23 02:575.001.20<1.20µg/LDichlorodifluoromethane
03/04/23 02:570.5000.240<0.240µg/L1,1-Dichloroethane
Page 2 of 11Date:03/10/2023 10:14 AM
Page 42 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30462QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30461
Associated Lab Samples: 89995, 89996, 89997, 89998, 89999, 90000
LRB-V30461 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
03/04/23 02:570.5000.150<0.150µg/L1,2-Dichloroethane
03/04/23 02:570.5000.150<0.150µg/L1,1-Dichloroethene
03/04/23 02:570.5000.200<0.200µg/Lcis-1,2-Dichloroethene
03/04/23 02:570.5000.180<0.180µg/Ltrans-1,2-Dichloroethene
03/04/23 02:570.5000.190<0.190µg/L1,2-Dichloropropane
03/04/23 02:570.5000.130<0.130µg/L1,3-Dichloropropane
03/04/23 02:572.000.210<0.210µg/L2,2-Dichloropropane
03/04/23 02:570.5000.200<0.200µg/L1,1-Dichloropropene
03/04/23 02:570.5000.210<0.210µg/Lcis-1,3-Dichloropropene
03/04/23 02:570.5000.150<0.150µg/Ltrans-1,3-Dichloropropene
03/04/23 02:5720042.0<42.0µg/LEthanol
03/04/23 02:570.5000.170<0.170µg/LEthylbenzene
03/04/23 02:573.000.350<0.350µg/LHexachlorobutadiene
03/04/23 02:571.000.380<0.380µg/L2-Hexanone
03/04/23 02:570.5000.180<0.180µg/LIsopropylbenzene
03/04/23 02:570.5000.089<0.089µg/L4-Isopropyl toluene
03/04/23 02:575.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
03/04/23 02:571.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
03/04/23 02:571.000.078<0.078µg/L4-Methyl-2-Pentanone
03/04/23 02:572.000.330<0.330µg/LMethylene Chloride
03/04/23 02:571.000.470<0.470µg/LNaphthalene
03/04/23 02:570.5000.190<0.190µg/Ln-Propylbenzene
03/04/23 02:570.5000.220<0.220µg/LStyrene
03/04/23 02:5710.01.60<1.60µg/Ltert-Butyl Alcohol (TBA)
03/04/23 02:5710.00.350<0.350µg/Ltert-Butyl formate (TBF)
03/04/23 02:5710.01.90<1.90µg/Ltert-Amyl Alcohol (TAA)
03/04/23 02:5710.00.280<0.280µg/Ltert-Amyl Methyl Ether (TAME)
Page 3 of 11Date:03/10/2023 10:14 AM
Page 43 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30462QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30461
Associated Lab Samples: 89995, 89996, 89997, 89998, 89999, 90000
LRB-V30461 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
03/04/23 02:570.5000.160<0.160µg/L1,1,1,2-Tetrachloroethane
03/04/23 02:570.5000.160<0.160µg/L1,1,2,2-Tetrachloroethane
03/04/23 02:570.5000.220<0.220µg/LTetrachloroethene
03/04/23 02:570.5000.220<0.220µg/LToluene
03/04/23 02:570.5000.380<0.380µg/L1,2,3-Trichlorobenzene
03/04/23 02:570.5000.310<0.310µg/L1,2,4-Trichlorobenzene
03/04/23 02:570.5000.160<0.160µg/L1,1,1-Trichloroethane
03/04/23 02:570.5000.096<0.096µg/L1,1,2-Trichloroethane
03/04/23 02:570.5000.180<0.180µg/LTrichloroethene
03/04/23 02:570.5000.180<0.180µg/LTrichlorofluoromethane
03/04/23 02:570.5000.270<0.270µg/L1,2,3-Trichloropropane
03/04/23 02:570.5000.190<0.190µg/L1,2,4-Trimethylbenzene
03/04/23 02:570.5000.180<0.180µg/L1,3,5-Trimethylbenzene
03/04/23 02:575.001.00<1.00µg/LVinyl Acetate
03/04/23 02:570.5000.170<0.170µg/LVinyl Chloride
03/04/23 02:570.5000.210<0.210µg/Lo-Xylene
03/04/23 02:571.000.420<0.420µg/Lm,p-Xylene
03/04/23 02:5710.01.00<1.00µg/L3,3-Dimethyl-1-butanol
03/04/23 02:574-Bromofluorobenzene (S)99.0 70-130
03/04/23 02:57Dibromofluoromethane (S)97.8 70-130
03/04/23 02:571,2-Dichloroethane - d4 (S)95.0 70-130
03/04/23 02:57Toluene-d8 (S)97.2 70-130
Page 4 of 11Date:03/10/2023 10:14 AM
Page 44 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30462QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30461
LCS-V30461 LCSD-V30461Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
42.8 10710843.240.0µg/LAcetone 40-160 0.9 20.0
18.5 92.597.019.420.0µg/LBenzene 70-130 4.7 20.0
18.9 94.510120.120.0µg/LBromobenzene 70-130 6.1 20.0
19.2 96.010120.220.0µg/LBromochloromethane 70-130 5.0 20.0
19.1 95.597.519.520.0µg/LBromodichloromethane 70-130 2.0 20.0
19.1 95.597.019.420.0µg/LBromoform 70-130 1.5 20.0
17.1 85.589.517.920.0µg/LBromomethane 60-140 4.5 20.0
21.4 10711522.920.0µg/Ln-Butylbenzene 70-130 6.7 20.0
19.4 97.010721.320.0µg/Lsec-Butyl benzene 70-130 9.3 20.0
18.9 94.510220.420.0µg/Ltert-Butyl benzene 70-130 7.6 20.0
18.5 92.511122.220.0µg/LCarbon Tetrachloride 70-130 18.1 20.0
19.4 97.010020.020.0µg/LChlorobenzene 70-130 3.0 20.0
19.2 96.010220.320.0µg/LChlorodibromomethane 70-130 5.5 20.0
19.5 97.510120.220.0µg/LChloroethane 60-140 3.5 20.0
19.5 97.596.019.220.0µg/LChloroform 70-130 1.5 20.0
17.4 87.096.519.320.0µg/LChloromethane 60-140 10.3 20.0
20.8 10411122.220.0µg/L2-Chlorotoluene 70-130 6.5 20.0
18.6 93.097.019.420.0µg/L4-Chlorotoluene 70-130 4.2 20.0
18.9 94.596.019.220.0µg/LDi-Isopropyl Ether (DIPE)70-130 1.5 20.0
19.9 99.594.018.820.0µg/L1,2-Dibromo-3-Chloropropane 70-130 5.6 20.0
19.8 99.010220.420.0µg/L1,2-Dibromoethane 70-130 2.9 20.0
18.8 94.094.518.920.0µg/LDibromomethane 70-130 0.5 20.0
19.5 97.510521.020.0µg/L1,2-Dichlorobenzene 70-130 7.4 20.0
19.9 99.510521.020.0µg/L1,3-Dichlorobenzene 70-130 5.3 20.0
18.5 92.596.519.320.0µg/L1,4-Dichlorobenzene 70-130 4.2 20.0
17.8 89.094.518.920.0µg/LDichlorodifluoromethane 60-140 5.9 20.0
Page 5 of 11Date:03/10/2023 10:14 AM
Page 45 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30462QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30461
LCS-V30461 LCSD-V30461Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.5 92.598.519.720.0µg/L1,1-Dichloroethane 70-130 6.2 20.0
17.7 88.591.518.320.0µg/L1,2-Dichloroethane 70-130 3.3 20.0
17.5 87.591.018.220.0µg/L1,1-Dichloroethene 70-130 3.9 20.0
19.5 97.510220.320.0µg/Lcis-1,2-Dichloroethene 70-130 4.0 20.0
18.6 93.098.519.720.0µg/Ltrans-1,2-Dichloroethene 70-130 5.7 20.0
19.3 96.596.019.220.0µg/L1,2-Dichloropropane 70-130 0.5 20.0
18.6 93.095.019.020.0µg/L1,3-Dichloropropane 70-130 2.1 20.0
15.4 77.084.516.920.0µg/L2,2-Dichloropropane 70-130 9.2 20.0
19.2 96.010320.520.0µg/L1,1-Dichloropropene 70-130 6.5 20.0
19.4 97.010020.020.0µg/Lcis-1,3-Dichloropropene 70-130 3.0 20.0
16.4 82.084.516.920.0µg/Ltrans-1,3-Dichloropropene 70-130 3.0 20.0
503 101114572500µg/LEthanol 60-140 12.8 20.0
17.7 88.591.518.320.0µg/LEthylbenzene 70-130 3.3 20.0
23.1 11612424.820.0µg/LHexachlorobutadiene 70-130 7.0 20.0
18.4 92.096.019.220.0µg/L2-Hexanone 60-140 4.2 20.0
18.4 92.099.019.820.0µg/LIsopropylbenzene 70-130 7.3 20.0
20.7 10411122.120.0µg/L4-Isopropyl toluene 70-130 6.5 20.0
18.2 91.092.018.420.0µg/LMethyl Ethyl Ketone (MEK)60-140 1.0 20.0
17.7 88.591.518.320.0µg/LMethyl tert-butyl ether (MTBE)70-130 3.3 20.0
17.7 88.592.518.520.0µg/L4-Methyl-2-Pentanone 60-140 4.4 20.0
19.6 98.097.019.420.0µg/LMethylene Chloride 70-130 1.0 20.0
17.7 88.591.518.320.0µg/LNaphthalene 70-130 3.3 20.0
18.5 92.599.519.920.0µg/Ln-Propylbenzene 70-130 7.2 20.0
19.7 98.510721.320.0µg/LStyrene 70-130 7.8 20.0
38.6 96.510140.240.0µg/Ltert-Butyl Alcohol (TBA)40-140 4.0 20.0
27.8 69.568.027.240.0µg/Ltert-Butyl formate (TBF)40-140 2.1 20.0
Page 6 of 11Date:03/10/2023 10:14 AM
Page 46 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30462QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30461
LCS-V30461 LCSD-V30461Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
13.2 66.067.513.520.0µg/Ltert-Amyl Alcohol (TAA)40-140 2.2 20.0
37.1 92.793.737.540.0µg/Ltert-Amyl Methyl Ether (TAME)40-140 1.0 20.0
19.8 99.010420.820.0µg/L1,1,1,2-Tetrachloroethane 70-130 4.9 20.0
17.3 86.589.517.920.0µg/L1,1,2,2-Tetrachloroethane 70-130 3.4 20.0
18.4 92.094.018.820.0µg/LTetrachloroethene 70-130 2.1 20.0
18.0 90.095.019.020.0µg/LToluene 70-130 5.4 20.0
21.5 10810621.220.0µg/L1,2,3-Trichlorobenzene 70-130 1.4 20.0
21.7 10911322.520.0µg/L1,2,4-Trichlorobenzene 70-130 3.6 20.0
17.7 88.594.518.920.0µg/L1,1,1-Trichloroethane 70-130 6.5 20.0
19.7 98.510621.220.0µg/L1,1,2-Trichloroethane 70-130 7.3 20.0
19.3 96.510120.220.0µg/LTrichloroethene 70-130 4.5 20.0
18.0 90.010220.320.0µg/LTrichlorofluoromethane 60-140 12.0 20.0
18.2 91.086.017.220.0µg/L1,2,3-Trichloropropane 70-130 5.6 20.0
18.9 94.510120.120.0µg/L1,2,4-Trimethylbenzene 70-130 6.1 20.0
19.2 96.010020.020.0µg/L1,3,5-Trimethylbenzene 70-130 4.0 20.0
14.1 70.581.516.320.0µg/LVinyl Acetate 60-140 14.4 20.0
19.0 95.010220.320.0µg/LVinyl Chloride 60-140 6.6 20.0
18.5 92.598.019.620.0µg/Lo-Xylene 70-130 5.7 20.0
37.0 92.596.538.640.0µg/Lm,p-Xylene 70-130 4.2 20.0
20.1 10192.018.420.0µg/L3,3-Dimethyl-1-butanol 70-130 8.8 20.0
94.497.24-Bromofluorobenzene (S)70-130
98.297.2Dibromofluoromethane (S)70-130
93.093.61,2-Dichloroethane - d4 (S)70-130
98.498.0Toluene-d8 (S)70-130
Page 7 of 11Date:03/10/2023 10:14 AM
Page 47 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30528QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30526
Associated Lab Samples: 89995, 89996, 89997, 89998
LRB-V30526 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
03/07/23 03:2010.01.80<1.80µg/LAcetone
03/07/23 03:200.5000.180<0.180µg/LBenzene
03/07/23 03:200.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
03/07/23 03:200.5000.170<0.170µg/LEthylbenzene
03/07/23 03:205.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
03/07/23 03:201.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
03/07/23 03:201.000.470<0.470µg/LNaphthalene
03/07/23 03:2010.01.60<1.60µg/Ltert-Butyl Alcohol (TBA)
03/07/23 03:2010.01.90<1.90µg/Ltert-Amyl Alcohol (TAA)
03/07/23 03:200.5000.220<0.220µg/LToluene
03/07/23 03:200.5000.190<0.190µg/L1,2,4-Trimethylbenzene
03/07/23 03:200.5000.210<0.210µg/Lo-Xylene
03/07/23 03:201.000.420<0.420µg/Lm,p-Xylene
03/07/23 03:204-Bromofluorobenzene (S)95.2 70-130
03/07/23 03:20Dibromofluoromethane (S)96.0 70-130
03/07/23 03:201,2-Dichloroethane - d4 (S)86.4 70-130
03/07/23 03:20Toluene-d8 (S)95.4 70-130
LCS-V30526 LCSD-V30526Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
43.0 10810742.640.0µg/LAcetone 40-160 0.9 20.0
18.9 94.598.519.720.0µg/LBenzene 70-130 4.1 20.0
19.1 95.598.519.720.0µg/LDi-Isopropyl Ether (DIPE)70-130 3.0 20.0
17.2 86.092.518.520.0µg/LEthylbenzene 70-130 7.2 20.0
17.9 89.585.517.120.0µg/LMethyl Ethyl Ketone (MEK)60-140 4.5 20.0
Page 8 of 11Date:03/10/2023 10:14 AM
Page 48 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V30528QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V30526
LCS-V30526 LCSD-V30526Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
18.9 94.593.518.720.0µg/LMethyl tert-butyl ether (MTBE)70-130 1.0 20.0
18.4 92.097.519.520.0µg/LNaphthalene 70-130 5.8 20.0
44.6 11210140.340.0µg/Ltert-Butyl Alcohol (TBA)40-140 10.1 20.0
19.6 98.089.517.920.0µg/Ltert-Amyl Alcohol (TAA)40-140 9.0 20.0
19.0 95.098.019.620.0µg/LToluene 70-130 3.1 20.0
18.9 94.510320.620.0µg/L1,2,4-Trimethylbenzene 70-130 8.6 20.0
18.5 92.597.519.520.0µg/Lo-Xylene 70-130 5.2 20.0
36.2 90.597.038.840.0µg/Lm,p-Xylene 70-130 6.9 20.0
93.096.04-Bromofluorobenzene (S)70-130
98.698.2Dibromofluoromethane (S)70-130
88.486.61,2-Dichloroethane - d4 (S)70-130
95.095.0Toluene-d8 (S)70-130
Page 9 of 11Date:03/10/2023 10:14 AM
Page 49 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
EDB and DBCP by Microextraction GC/ECD
EPA-504.1
V30465QC Analytical Batch(es):
Analysis Method:
Analysis Description:
EPA-504.1(PREP)
QC Prep:V30452
Associated Lab Samples: 89996, 89997, 89998, 89999
LRB-V30452 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
03/06/23 10:210.0200< 0.0200µg/L1,2-Dibromoethane
LCS-V30452 LCSD-V30452Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
0.287 1151200.3000.250µg/L1,2-Dibromoethane 70-130 4.4 20.0
V 89998-DUP-V30452Duplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 03/06/23 12:391.80.7950.810µg/L1,2-Dibromoethane
V 89997-MS-V30452Matrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.306 1210.253< 0.0203µg/L1,2-Dibromoethane 70-130
Page 10 of 11Date:03/10/2023 10:14 AM
Page 50 of 53
Quality Control Data
23-060-0020Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco Food Store #4
QC Prep Batch Method:
Massachusetts VPH
MADEP-VPH
V30388QC Analytical Batch(es):
Analysis Method:
Analysis Description:
MAVPH (Prep)
QC Prep:V30387
Associated Lab Samples: 89996, 89997, 89998, 89999
LRB-V30387 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
03/02/23 15:1750.011.5<11.5µg/LAliphatic C5-C8
03/02/23 15:1750.025.8<25.8µg/LAliphatic C9-C12
03/02/23 15:1750.04.02<4.02µg/LAromatic C9-C10
03/02/23 15:172,5-Dibromotoluene (FID) (S)119 70-130
03/02/23 15:172,5-Dibromotoluene (PID) (S)119 70-130
LCS-V30387 LCSD-V30387Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
325 108104312300µg/LAliphatic C5-C8 70-130 4.0 50.0
362 121118354300µg/LAliphatic C9-C12 70-130 2.2 50.0
117 117112112100µg/LAromatic C9-C10 70-130 4.3 50.0
10495.22,5-Dibromotoluene (FID) (S)70-130
10296.32,5-Dibromotoluene (PID) (S)70-130
Page 11 of 11Date:03/10/2023 10:14 AM
Page 51 of 53
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-060-0020
Geological Resources, Inc.
00087
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 2.5C
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:03/01/2023 17:15:04
Special precautions or instructions included?
Comments:
Page 52 of 53
Page 53 of 53

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.

3/6/2023
Geological Resources, Inc. Sam McKay
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-053-0029 Client Project Description: Rushco #4
GRI #5721
Dear Sam McKay:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 2/22/2023 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,
Danyale Love Project Manager
Page 1 of 9
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
Laboratory ID: WP MTN: Waypoint Analytical, LLC., Memphis, TN
State Program Lab ID Expiration Date
02/29/202440750State ProgramAlabama
02/07/202488-0650State ProgramArkansas
06/30/20232904State ProgramCalifornia
06/30/2023E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202304015State ProgramGeorgia
10/10/2023200078State Program - NELAPIllinois
06/30/202380215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202304015State Program - NELAPLouisiana
02/11/2023MSState ProgramMississippi
07/31/202347701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202368-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202300106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-053-0029
Page 2 of 9
Report Number:
Sample Summary Table
Client Project Description:
23-053-0029
Rushco #4
GRI #5721
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
02/20/2023 14:55Solids 89429 MW-2-25'02/22/2023 16:55 WALK-BLACK WP MTN -
02/20/2023 14:55Solids 89429 MW-2-25'02/22/2023 16:55 Texture WP MTN -
02/20/2023 14:55Solids 89429 MW-2-25'02/22/2023 16:55 SIEVE TEST WP MTN -
02/20/2023 14:55Solids 89429 MW-2-25'02/22/2023 16:55 SIEVE WP MTN -
02/21/2023 11:55Solids 89430 TW-1-52'02/22/2023 16:55 SIEVE TEST WP MTN -
02/21/2023 11:55Solids 89430 TW-1-52'02/22/2023 16:55 Texture WP MTN -
02/21/2023 11:55Solids 89430 TW-1-52'02/22/2023 16:55 SIEVE WP MTN -
02/21/2023 11:55Solids 89430 TW-1-52'02/22/2023 16:55 WALK-BLACK WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 9
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-053-0029
Report Limit
Project:Rushco #4
V 89429MW-2-25'
97.1 03/02/2023 15:00SIEVE% Passing 10 Mesh %0.1
87.7 03/02/2023 15:00SIEVE% Passing 40 Mesh %0.1
80.4 03/02/2023 15:00SIEVE% Passing 60 Mesh %0.1
69.6 03/02/2023 15:00SIEVE TEST % Passing 100 Mesh %0.1
93.5 03/02/2023 15:00SIEVE TEST % Passing 20 Mesh %0.1
51.4 03/02/2023 15:00SIEVE TEST % Passing 200 Mesh %0.1
99.3 03/02/2023 15:00SIEVE TEST % Passing 4 Mesh %0.1
24.0 02/28/2023 09:20Texture%Clay %0.1
51.0 02/28/2023 09:20Texture%Sand %0.1
25.0 02/28/2023 09:20Texture%Silt %0.1
Sandy Clay Loam 02/28/2023 09:20TextureSoil Classification
0.13 02/28/2023 15:43WALK-BLACK Total Organic Carbon %0.05
V 89430TW-1-52'
88.1 03/02/2023 15:00SIEVE% Passing 10 Mesh %0.1
56.7 03/02/2023 15:00SIEVE% Passing 40 Mesh %0.1
41.4 03/02/2023 15:00SIEVE% Passing 60 Mesh %0.1
33.8 03/02/2023 15:00SIEVE TEST % Passing 100 Mesh %0.1
73.3 03/02/2023 15:00SIEVE TEST % Passing 20 Mesh %0.1
27.1 03/02/2023 15:00SIEVE TEST % Passing 200 Mesh %0.1
94.8 03/02/2023 15:00SIEVE TEST % Passing 4 Mesh %0.1
8.0 02/28/2023 09:20Texture%Clay %0.1
83.0 02/28/2023 09:20Texture%Sand %0.1
9.0 02/28/2023 09:20Texture%Silt %0.1
Loamy Sand 02/28/2023 09:20TextureSoil Classification
0.11 02/28/2023 15:43WALK-BLACK Total Organic Carbon %0.05
Page 4 of 9
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-053-0029
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 02/22/2023
Rushco #4
Report Date : 03/06/2023
Sample ID :
Lab No :
Sampled:MW-2-25'
89429 Matrix:
2/20/2023 14:55
Solids
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
24.0 %0.1%Clay 1 02/28/23 09:20 TextureEB
51.0 %0.1%Sand 1 02/28/23 09:20 TextureEB
25.0 %0.1%Silt 1 02/28/23 09:20 TextureEB
Sandy Clay LoamSoil Classification 1 02/28/23 09:20 TextureEB
0.13 %0.05Total Organic Carbon 1 02/28/23 15:43 WALK-BLACKAAB
99.3 %0.1% Passing 4 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
97.1 %0.1% Passing 10 Mesh 1 03/02/23 15:00 SIEVEJRF
93.5 %0.1% Passing 20 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
87.7 %0.1% Passing 40 Mesh 1 03/02/23 15:00 SIEVEJRF
80.4 %0.1% Passing 60 Mesh 1 03/02/23 15:00 SIEVEJRF
69.6 %0.1% Passing 100 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
51.4 %0.1% Passing 200 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 5 of 9
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-053-0029
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5721 Received : 02/22/2023
Rushco #4
Report Date : 03/06/2023
Sample ID :
Lab No :
Sampled:TW-1-52'
89430 Matrix:
2/21/2023 11:55
Solids
Test Results Units MQL By Analytical
Method
Date / Time
Analyzed
DF
8.0 %0.1%Clay 1 02/28/23 09:20 TextureEB
83.0 %0.1%Sand 1 02/28/23 09:20 TextureEB
9.0 %0.1%Silt 1 02/28/23 09:20 TextureEB
Loamy SandSoil Classification 1 02/28/23 09:20 TextureEB
0.11 %0.05Total Organic Carbon 1 02/28/23 15:43 WALK-BLACKAAB
94.8 %0.1% Passing 4 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
88.1 %0.1% Passing 10 Mesh 1 03/02/23 15:00 SIEVEJRF
73.3 %0.1% Passing 20 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
56.7 %0.1% Passing 40 Mesh 1 03/02/23 15:00 SIEVEJRF
41.4 %0.1% Passing 60 Mesh 1 03/02/23 15:00 SIEVEJRF
33.8 %0.1% Passing 100 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
27.1 %0.1% Passing 200 Mesh 1 03/02/23 15:00 SIEVE TESTJRF
Qualifiers/
Definitions
Method Quantitation LimitMQLDilution FactorDF
Page 6 of 9
Quality Control Data
23-053-0029Report No:
Project Description:
Client ID:Geological Resources, Inc.
Rushco #4
Total Organic Carbon - Walkley Black
WALK-BLACK
L666728QC Analytical Batch:
Analysis Method:
Analysis Description:
Associated Lab Samples: 89429, 89430
LRB Matrix: SOLLab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
02/28/23 15:430.05< 0.05%Total Organic Carbon
L 90056-DUPDuplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 02/28/23 15:430.00.930.93%Total Organic Carbon
Page 1 of 1Date:03/06/2023 05:29 PM
Page 7 of 9
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-053-0029
Geological Resources, Inc.
00087
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.2C
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:02/22/2023 17:35:03
Special precautions or instructions included?
Comments:
Page 8 of 9
Page 9 of 9