MO-28916_48120_CA_RPTS_20230922_ARA

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

September 22, 2023

Mr. Ryan Bond
NCDEQ-UST Section
Winston-Salem Regional Office
450 W. Hanes Mill Road
Suite 300
Winston-Salem, NC 27105

Re: Additional Risk Assessment Report
August - September 2023
The Crossroads
3900 Bringle Ferry Road
Salisbury, Rowan County
North Carolina
Facility ID Number: 0-00-0000030419
Incident Number: 48120
GRI Project Number: 5737

Dear Mr. Bond,

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
August-September 2023
The Crossroads
3900 Bringle Ferry Road
Salisbury, Rowan County
North Carolina
Facility ID Number: 0-00-0000030419
Incident Number: 48120
GRI Project Number: 5737

Prepared for:

Mr. Joey Rusher
Rusher Oil Company, Inc.
Post Office Box 1483
Salisbury, NC 28145-1483

September 22, 2023

Samuel L. McKay, III, P.G.
Project Manager
Eric M. Eubanks, P.G.
Report Writer

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
i
EXECUTIVE SUMMARY
The Crossroads site is located at 3900 Bringle Ferry Road in Salisbury, Rowan County, North Carolina. The
site is currently owned and operated by Sampson Bladen Oil Company, Inc. as a petroleum retail facility
and convenience store. Phase II ESA activities conducted at the site in October 2021 confirmed the
presence of a release. There is one 8,000-gallon gasoline UST and two 4,000-gallon gasoline USTs currently
in use at the site with one associated gasoline dispenser islands. The surrounding properties are
commercial and residential.

On March 15, 2022, a receptor survey was conducted, and twenty-seven (27) water supply wells were
identified within a 1,500-foot radius of the site. An updated receptor survey was conducted on August 10,
2023. Thirteen additional water supply wells were identified within 1,000 feet of the site; of these newly
identified wells, three are located within 250 feet of the contaminant plume. Public water is not available
to the subject site, nor the surrounding properties. No surface water bodies were identified within a 500-
foot radius of the site.

Three additional Type II monitoring wells (MW-2 through MW-4) and one Type III monitoring well (TW-1)
were installed between August 9 and August 11, 2023. Soil samples were collected from approximately
15 and 25 feet BGS during the installation of each monitoring well and analyzed for TPH-GRO. The
concentration of TPH-GRO in soil sample MW-4-15’ exceeded the RAL.

On August 23, 2023, four monitoring wells and one telescoping well were gauged, purged, and sampled.
The concentrations of benzene, toluene, ethylbenzene, xylenes, MTBE, naphthalene, TAA, TBA,
dibromochloromethane, isopropylbenzene, IPE, n-propylbenzene, 1,1,2-trichloroethane, 1,2,4-
trimethylbenzene, 1,3,5-trimethylbenzene, C5-C8 aliphatics, C9-C12 aliphatics, and/or C9-C10 aromatics
reported in the ground water samples collected from monitoring wells MW-1 through MW-4 and/or TW-
1 exceeded the MACs. The concentrations of benzene and TBA in the ground water sample collected from
MW-1 exceeded the GCLs. No free product was observed at the site. Please note that
dibromochloromethane and 1,1,2-trichloroethane are not petroleum constituents.

Rising head slug tests were conducted on MW-2 and MW-4 on August 23, 2023, and on TW-1 on
September 14, 2023. The average hydraulic conductivity and seepage velocity for the Type II monitoring
wells were 2.518 x 10-4 feet per minute (0.3625 feet per day) and 1.233 x 10-1 feet per day (44.99 feet per
year). The hydraulic conductivity and seepage velocity in the Type III monitoring well were 6.333 x 10-5
feet per minute (0.0912 feet per day) and 3.10 x 10-2 feet per day (11.3 feet per year), respectively.

Based on this information, the risk classification for the site should remain high risk. A CSA should be
conducted at the site.

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
ii
SITE INFORMATION
1. Site Identification
 The Crossroads (Facility ID 0-00-0000030419)
 Incident Number 48120 – High Risk (H227D)
 Location of Source Area: 3900 Bringle Ferry Road
Salisbury, NC 28146
Rowan County
35.651621°N, 80.410286°W (Topographical Map)
2. Information about Contacts Associated with the Leaking UST System

UST/AST Owner & Operator
Sampson Bladen Oil Company, Inc.
510 Commerce Street
Clinton, NC 28329
Email Unknown
910-592-4177

Responsible Party
Rusher Oil Company, Inc.
P.O. Box 1483
Salisbury, NC 28145
[e-mail]
704-633-3211

Property Owner
Sampson Bladen Oil Company, Inc
510 Commerce Street
Clinton, NC 28329
Email Unknown
910-592-4177

Property Occupant
The Crossroads
3900 Bringle Ferry Road
Salisbury, NC 28146
Email Unknown
704-938-9480

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

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 18, 2021
 An unknown amount of product was released from the leaking UST System
 One 8,000-gallon and two 4,000-gallon gasoline USTs are in use at the site

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
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: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
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 ...........................................................................................2
4.0 SOIL AND GROUND WATER SAMPLE RESULTS ..........................................................................3
5.0 FREE PRODUCT REMOVAL ........................................................................................................4
6.0 NATURAL ATTENUATION / NATURAL SOURCE ZONE DEPLETION STATUS ..................................4
7.0 CONCLUSIONS .........................................................................................................................4
8.0 LIMITATIONS ...........................................................................................................................5
9.0 STATEMENTS AND CERTIFICATION ...........................................................................................5

FIGURES
Figure 1: Site Location Map
Figure 2: Site Map
Figure 3A: Site Vicinity Map
Figure 3B: Zoning Map
Figure 4: Water Table Surface Map
Figure 5: Soil Quality Map
Figure 6: Ground Water Quality Map

TABLES
Table 1: UST Owner and Operator Information
Table 2: UST System Information
Table 3: Receptor Information
Table 4: Adjacent Property Owner Information
Table 5: Well Construction and Gauging Information
Table 6: Summary of Soil Sample Analytical Results
Table 7: Summary of Ground Water Sample Analytical Results
Table 8: Summary of Slug Test Analyses

APPENDICES
Appendix A: State Correspondence
Appendix B: Right-to-Enter Agreement
Appendix C: Land Use Information
Appendix D: Well Construction Records and Subsurface Logs
Appendix E: Slug Test Analysis
Appendix F: UVF Analytical Report
Appendix G: Laboratory Analytical Report

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
1
1.0 SITE HISTORY AND CHARACTERIZATION
GRI presents the results of the August 2023 monitoring well installation event and the August 2023 soil
and ground water sampling event at The Crossroads, located at 3900 Bringle Ferry Road 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. 23-371,
which was submitted to NCDEQ on June 20, 2023, and was approved as Task Authorization No. 48120-3
on June 22, 2023. A change order was submitted to NCDEQ on August 4, 2023, and was approved as Task
Authorization No. 48120-4 on August 8, 2023. State correspondence is included as Appendix A.

The site is currently owned and operated by Sampson Bladen Oil Company, Inc. as a petroleum retail
facility and convenience store, however at the time of the incident, the site was owned and operated by
Rusher Oil company. Phase II ESA activities conducted at the site in October 2021 confirmed the presence
of a release. There are three 8,000-gallon gasoline USTs currently in use at the site with four associated
gasoline dispenser islands. UST owner/operator information and UST system information are included as
Table 1 and Table 2, respectively. The Registered Tank Report is shown below:

The site and surrounding area is a mixture of commercial and residential properties. The site contains
one building and is primarily capped with concrete, asphalt, and grass. The overall topography at the site
is relatively flat. No surface water bodies were identified within a 500-foot radius of the site. One Type II

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
2
monitoring well (MW-1) was installed at the site during previous site assessment activities. A Site Map
showing the locations of the monitoring wells and the structures on-site is included as Figure 2.

An updated receptor survey was conducted on August 10, 2023. Thirteen additional water supply wells
(WSW-28 through WSW-40) were identified within 1,000 feet of the contaminant plume. Water supply
well WSW-28 is located at the site, and two more (WSW-29 and WSW-30) are located within 250 feet of
the contaminant plume. Since there is no public water available to the area, a supply well is suspected to
be in use at the property bordering the northern side of the site. A water use questionnaire was mailed
to the property owner on August 23, 2023. Supply wells WSW-9 and WSW-23 were misidentified during
the initial receptor survey and do not exist. Municipal water is available to the site and surrounding
properties. Receptor information is included in Table 3. Adjacent property owner information is included
in Table 4. A Site Vicinity Map and a Zoning Map showing the adjacent properties are included as Figures
3A and 3B. The RTE agreement to conduct the subsurface investigation at the site is included as Appendix
B. A copy of the Land Use Information table is included as Appendix C.

A CAP has not been completed for the site.
2.0 MONITORING WELL INSTALLATION
Three additional Type II monitoring wells (MW-2 through MW-4) and one Type III monitoring well (TW-1)
were installed between August 9 and August 11, 2023. The Type II monitoring wells were each installed
to total depths of 30 feet BGS with screened intervals of 10 feet, and the Type III monitoring well was
installed to a total depth of 55 feet BGS with a screened interval of 5 feet. Copies of the subsurface logs
and Well Construction Records are included in Appendix D.

3.0 HYDROGEOLOGIC INVESTIGATION
On August 23, 2023, four Type II monitoring wells (MW-1 through MW-4) and one Type III monitoring well
(TW-1) were gauged, purged, and sampled in accordance with NCDEQ guidelines. The depths to ground
water in the Type II monitoring wells measured on August 23, 2023, ranged from 28.34 to 29.61 feet below
the tops of well casings. Ground water elevations at the site, based on an assumed datum of 100.00 feet
assigned to MW-1, ranged from 85.69 to 87.14 feet. Based on this information, the ground water flow
direction was generally toward the north. The horizontal hydraulic gradient between monitoring wells
MW-4 and MW-3 was approximately 0.03 feet per foot. The vertical hydraulic gradient calculated for
paired wells MW-1/TW-1 was 0.012 feet per foot in the upward direction. Well construction and gauging
information is included in Table 4. 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 30 100.00 12.92 --- 87.08
MW-2 20 – 30 30 100.23 13.98 --- 86.25
MW-3 20 – 30 30 101.59 15.90 --- 85.69

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
3
MW-4 20 – 30 30 101.21 14.07 --- 87.14
TW-1 50 – 55 55 100.00 13.67 --- 87.54

Rising head slug tests were conducted in monitoring wells MW-2, MW-4, and TW-1 on August 23, 2023.
Hydraulic conductivities in the Type II monitoring wells, calculated using the Bouwer and Rice method,
ranged from 8.811 x 10-5 feet per minute (0.1269 feet per day) to 4.154 x 10-4 feet per minute (0.5982 feet
per day). The average hydraulic conductivity was 2.518 x 10-4 feet per minute (0.3625 feet per day).
Seepage velocities, calculated using the equation V = K(dh/dl)/ne, ranged from 4.31 x 10-2 to 2.03 x 10-1
feet per day (15.7 to 74.2 feet per year). The average seepage velocity was 2.233 x 10-1 feet per day (44.99
feet per year). The hydraulic conductivity in the Type III monitoring well, calculated using the Bouwer and
Rice method, was 6.333 x 10-5 feet per minute (0.0912 feet per day). The seepage velocity calculated for
the Type III monitoring well was 3.10 x 10-2 feet per day (11.3 feet per year). A summary of the results of
slug test analysis is included in Table 5. Calculations and raw data from the slug tests are included as
Appendix E.
4.0 SOIL AND GROUND WATER SAMPLE RESULTS
• Soil:
During the installation of monitoring wells MW-2 through MW-4 and TW-1, eight 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-1-25’) were collected from the
wells at approximately 15 and 25 feet BGS and analyzed for TPH-GRO using UVF technology. The reported
concentration of GRO in soil sample MW-4-15’ exceeded the RAL. A summary of soil sample analytical
results is included in Table 6. A Soil Quality Map is included as Figure 5. A copy of the UVF analytical report
is included as Appendix F. A summary of the soil sampling data from the June 2023 monitoring well
installation activities is shown below:

Sa
m
p
l
e

I
D

Sa
m
p
l
e

D
e
p
t
h

(f
t
-BG
S
)

Ga
s
o
l
i
n
e
-Ra
n
g
e

TP
H

RAL (mg/kg) 50
MW-2-15’ 15 31.2
MW-2-25’ 25 48
MW-3-15’ 15 <20
MW-3-25’ 25 44
MW-4-15’ 15 194.8
MW-4-25’ 25 47.6
TW-1-15’ 15 37.6
TW-1-25’ 25 32.4

• Ground Water:
Ground water samples collected from the monitoring wells were submitted for laboratory analysis of
VOCs using EPA Method 6200B. Additionally, the ground water samples collected from MW-2 through
MW-4 and TW-1 were also submitted for analyses of EDB by EPA Method 504.1, lead by EPA Method

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
4
6010B, and VPH by the MADEP Method. The concentrations of benzene, toluene, ethylbenzene, xylenes,
MTBE, naphthalene, TAA, TBA, dibromochloromethane, isopropylbenzene, IPE, n-propylbenzene, 1,1,2-
trichloroethane, 1,2,4-trimethylbenzene, 1,3,5-trimethylbenzene, C5-C8 aliphatics, C9-C12 aliphatics,
and/or C9-C10 aromatics reported in the ground water samples collected from monitoring wells MW-1
through MW-4 and/or TW-1 exceeded the MACs. The concentrations of benzene and TBA in the ground
water sample collected from MW-1 exceeded the GCLs. No free product was observed at the site. A
summary of the analytical results is included in Table 7. A Ground Water Quality Map based on the August
2023 data is included as Figure 6. A complete report of laboratory analyses of the ground water samples
collected from the monitoring wells during the August 2023 sampling event is included as Appendix G. A
summary of the current ground water analytical data is shown below:

Contaminant
of Concern →
Be
n
z
e
n
e

To
l
u
e
n
e

Et
h
y
l
b
e
n
z
e
n
e

Xy
l
e
n
e
s

MT
B
E

Na
p
h
t
h
a
l
e
n
e

TB
A

Well
ID
MACs (μg/l) 1 600 600 500 20 6 10
GCLs (μg/l) 5,000 260,000 80,000 50,000 20,000 6,000 10,000
MW-1 8,230 14,300 2,290 13,600 57.0 J <47.0 14,800
MW-2 18.4 25.7 24.9 111 1.05 18.8 67.7
MW-3 119 0.766 4.20 32.0 1.87 12.3 288
MW-4 35.1 11.3 23.7 44.5 6.60 J 104 378
TW-1 8.64 148 7.79 51.2 1.40 <0.470 9.37 J

The site is not located in the Coastal Plain Physiographic Province of North Carolina. The water table has
a seasonal high depth to water of approximately thirteen feet below TOC.
5.0 FREE PRODUCT REMOVAL
Free product has not historically been present at the site.
6.0 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.
7.0 CONCLUSIONS
• Between August 9 and August 11, 2023, three Type II monitoring wells (MW-2 through MW-4)
and one Type III telescoping well (TW-1) were installed at the site. The Type II monitoring wells
were each installed to total depths of 30 feet BGS with screened intervals of 10 feet, and the Type
III monitoring well was installed to a total depth of 55 feet BGS with a screened interval of 5 feet.
• On August 23, 2023, four Type II monitoring wells and one telescoping well were gauged, purged,
and sampled. Ground water flow was generally to the north with a horizontal gradient of
approximately 0.03 feet per foot. The vertical gradient between paired wells MW-1 and TW-1 was
approximately 0.012 feet per foot in the upward direction.
• The concentrations of benzene, toluene, ethylbenzene, xylenes, MTBE, naphthalene, TAA, TBA,
dibromochloromethane, isopropylbenzene, IPE, n-propylbenzene, 1,1,2-trichloroethane, 1,2,4-
trimethylbenzene, 1,3,5-trimethylbenzene, C5-C8 aliphatics, C9-C12 aliphatics, and/or C9-C10

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
5
aromatics reported in the ground water samples collected from monitoring wells MW-1 through
MW-4 and TW-1 exceeded the MACs. The concentrations of benzene and TBA in the ground water
sample collected from MW-1 exceeded the GCLs. No free product was observed at the site.
• GRI recommends conducting a CSA at the site to define the plume horizontally. The plume appears
to be reasonably defined vertically. Additional Type II monitoring wells should be installed to the
north, northeast, and east of the UST basin, downgradient of the contaminant plume.
8.0 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.
9.0 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
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

___________________________________________________________________________________________
Prepared by: Geological Resources, Inc. Additional Risk Assessment Report
Prepared on: September 22, 2023 The Crossroads
Project Manager: Samuel L. McKay, III GRI Project No. 5737
6
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 LOCATION
Figure 1
Site Location
Rusher Oil Co. Inc.
3900 Bringle Ferry Road
Salisbury, North Carolina
Rowan County
Incident No. 48120
GRI Project No. 5737500 M
2000 FT
Date: 02/11/2022 Location: 35.651621° N -80.410286° W
D
a
d

TABLES
UST ID Number 4, 5, 5B Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 4, 5, 5B Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 4, 5, 5B Facility ID Number
Owner or Operator?
Owner/Operator
UST ID Number 1-3 Facility ID Number
Owner or Operator?
Owner/Operator
Address Telephone Number
Post Office Box 1483, Salisbury, NC 28145-1483 704-633-3211
Unknown 01/01/1964 - 09/16/1992
Address Telephone Number
00-0-0000030419
Name of Owner or Operator Dates of Ownership / Operation
Unknown 09/21/1992 - 08/17/2004
Address Telephone Number
Unknown Unknown
Unknown Unknown
00-0-0000030419
Name of Owner or Operator Dates of Ownership / Operation
00-0-0000030419
Name of Owner or Operator Dates of Ownership / Operation
Rusher Oil Company 08/17/2004 - 11/10/2021
00-0-0000030419
TABLE 1
UST OWNER/OPERATOR INFORMATION
THE CROSSROADS (INCIDENT NO. 48120)
Post Office Box 1483, Salisbury, NC 28145-1483 704-633-3211
Name of Owner or Operator Dates of Ownership / Operation
Sampson-Bladen Oil Company, Inc. 11/10/2021 - Current
Address Telephone Number
Page 1 of 1
Date: 04/08/22
Was Release
Associated
with UST
System?
(Yes / No)
1 Gasoline/
Gas Mix 5,000 01/01/1964 Single Wall Steel Unknown Single Wall Steel Removed
(09/16/1992)No
2 Gasoline/
Gas Mix 4,000 01/01/1964 Single Wall Steel Unknown Single Wall Steel Removed
(09/16/1992)No
3 Gasoline/
Gas Mix 2,000 01/01/1964 Single Wall Steel Unknown Single Wall Steel Removed
(09/16/1992)No
4 Gasoline/
Gas Mix 8,000 09/21/1992 Other Unknown Single Wall FRP Active Yes
5 Gasoline/
Gas Mix 4,000 09/21/1992 Other Unknown Single Wall FRP Active Yes
5B Gasoline/
Gas Mix 4,000 09/21/1992 Other Unknown Single Wall FRP Active Yes
TABLE 2
UST SYSTEM INFORMATION
THE CROSSROADS (INCIDENT NO. 48120)
UST
ID
No.
Current
or Most
Recent
Contents
Capacity
(gallons)
Date
Installed
Construction
Details
Tank
Dimensions
Description of
Associated
Product Piping
and
Pumps
Status
of
UST
Facility ID #: 00-0-0000030419
Page 1 of 1
Facility ID # : 00-0-0000030419
Well ID. Parcel ID No. Well Owner Mailing Address Well Address Well Status
(Active/In-Active)
Well Use
(Potable / Non-
Potable
etc.)
Municpal
Water
Available
Yes/No
Connected
to
Municipal
Water
Yes/No
Distance
from source
area of
release
(ft.)
WSW-1 607 041 Debra Waller Tomei 145 Mahaley Road
Salisbury, NC, 28146
145 Mahaley Road
Salisbury, NC, 28146 Unknown Potable No No 674
WSW-2 607 024 Ericka Michelle Nesbitt 145 Mahaley Road
Salisbury, NC, 28146
155 Mahaley Road
Salisbury, NC, 28146 Unknown Potable No No 661
WSW-3 607 060 Todd & Craig Gomez PO Box 1753
Salisbury, NC, 28145
185 Mahaley Road
Salisbury, NC, 28146 Unknown Potable No No 786
WSW-4 0561045 Brandi Sheffer & Joshua Burt 170 Mahaley Road
Salisbury, NC, 28146
170 Mahaley Road
Salisbury, NC, 28146 Unknown Potable No No 527
WSW-5 056101101 Joann Gray Moore 202 Timberfield Trail
China Grove, NC 28023
220 Mahaley Road
Salisbury, NC, 28146 Unknown Potable No No 597
WSW-6 056101603 Jack Thomas Phillips, Sr.405 Ned Marsh Road
Salisbury, NC 28146
450 Mahaley Road
Salisbury, NC, 28146 Unknown Potable No No 1,348
WSW-7 056101602 Christopher A. Cresswell 425 Eastwood Drive
Salisbury, NC, 28146
385 Ridgecrest Road
Salisbury, NC, 28146 Unknown Potable No No 1,440
WSW-8 056101108 Orinda K.K. Watkins & Karen L.K.
Springer
325 Briar Creek Road
Salisbury, NC 28146
320 Mahaley Road
Salisbury, NC 28146 Unknown Potable No No 1,010
WSW-10 056101503 Ernest B. Brown 350 Ridgecrest Road
Salisbury, NC, 28146
350 Ridgecrest Road
Salisbury, NC, 28146 Unknown Potable No No 1,281
WSW-11 0561039 Brian S. & Lu Ann Putnam 270 Ridgecrest Road
Salisbury, NC, 28146
270 Ridgecrest Road
Salisbury, NC, 28146 Unknown Potable No No 776
WSW-12 0561034 Teresa L. Boone PO Box 978
Granite Quarry, NC, 28072
3880 Cliffdale Road
Salisbury, NC, 28146 Unknown Potable No No 460
WSW-13 056101305 Gene Mitchell & Joann F. Goodnight 3860 Cliffdale Road
Salisbury, NC, 28146
3860 Cliffdale Road
Salisbury, NC, 28146 Unknown Potable No No 606
WSW-14 0561050 Gary Lane Burris & Judy G Burris 3840 Cliffdale Road
Salisbury, NC, 28146
3840 Cliffdale Road
Salisbury, NC, 28146 Unknown Potable No No 681
WSW-15 056101303 Jack T Phillips, Sr.405 Ned Marsh Road
Salisbury, NC 28146
345 Hartman Road
Salisbury, NC, 28146 Unknown Potable No No 1,204
WSW-16 0561030 Anita Plinz & R.T. Pepper Jr.360 Hartman Road
Salisbury, NC, 28146
360 Hartman Road
Salisbury, NC, 28146 Unknown Potable No No 1,281
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
TABLE 3
RECEPTOR INFORMATION
THE CROSSROADS (INCIDENT NO. 48120)
Date: 08/24/2023
Well Construction Details
(Depth, Screened Interval,
Type of Well, ect.)
Page 1 of 2
WSW-17 0561051 Valerie Lynn Gray 340 Hartman Road
Salisbury, NC, 28146
340 Hartman Road
Salisbury, NC, 28146 Unknown Potable No No 1,184
WSW-18 056101403 Valerie Lynn Gray 320 Hartman Road
Salisbury, NC, 28146
320 Hartman Road
Salisbury, NC, 28146 Unknown Potable No No 1,057
WSW-19 056101402 Darlene B Brooks 3760 Cliffdale Road
Salisbury, NC, 28146
3760 Cliffdale Road
Salisbury, NC, 28146 Unknown Potable No No 847
WSW-20 0561002 Timothy & Megan Newell 3780 Bringle Ferry Road
Salisbury, NC, 28146
3780 Bringle Ferry Road
Salisbury, NC, 28146 Unknown Potable No No 693
WSW-21 056100401 Brian Allen Vanderburg II 3820 Bringle Ferry Road
Salisbury, NC, 28146
3820 Bringle Ferry Road
Salisbury, NC, 28146 Unknown Potable No No 290
WSW-22 056 022 Troy Agner 3195 Dunns Mountain Road
Salisbury, NC, 28146
3755 Bringle Ferry Road
Salisbury, NC, 28146 Unknown Potable No No 867
WSW-24 056 036 Kenneth E. Morgan 3635 Dunns Mountain Road
Salisbury, NC, 28146
3635 Dunns Mountain Road
Salisbury, NC, 28146 Unknown Potable No No 678
WSW-25 056 027 Brent & Sheri E Earwood 3570 Dunns Mountain Road
Salisbury, NC, 28146
3570 Dunns Mountain Road
Salisbury, NC, 28146 Unknown Potable No No 907
WSW-26 056 061 Forest Eugene Stoner Heirs 3770 Bringle Ferry Road Salisbury,
NC, 28146
3770 Bringle Ferry Road
Salisbury, NC, 28146 Unknown Potable No No 1,179
WSW-27 056 062 Vivian S Sprinkle 3750 Bringle Ferry Road, Salisbury,
NC, 28146
3750 Bringle Ferry Road
Salisbury, NC, 28146 Unknown Potable No No 1,088
WSW-28 0561005 Sampson-Bladen Oil Company, Inc.P.O. Box 469
Clinton, NC 28329
3900 Bringle Ferry Road
Salisbury, NC, 28146 Active Potable No No 100
WSW-29 0561024 James Don Lassetter 3940 Bringle Ferry Road, Salisbury,
NC, 28146
3940 Bringle Ferry Road
Salisbury, NC, 28146 Active Potable No No 240
WSW-30 056100403 Luther John Lyerly 500 Lake Fork Road
Salisbury, NC 28146
3840 Bringle Ferry Road
Salisbury, NC, 28146 Active Potable No No 200
WSW-31 0561049 Rons's Transmission, LLC 2219 Fisher Ridge Road
Kannapolis, NC 28083
175 Ridgecrest Road
Salisbury, NC, 28146 Active Potable No No 260
WSW-32 0561044 James Lee Rivers 3885 Cliffdale Road
Salisbury, NC, 28146
3885 Cliffdale Road
Salisbury, NC, 28146 Unknown Potable No No 360
WSW-33 0561031 Arthur Vance Thomas, Jr.1107 N Cannon Blvd
Kannapolis, NC 28083
3805 Cliffdale Road
Salisbury, NC, 28146 Active Potable No No 520
WSW-34 0561003 BBL4 Properties, LLC 6025 Stokes Ferry Road
Salisbury, NC 28146
125 Hartman Road
Salisbury, NC 28146 Active Potable No No 475
WSW-35 056 023 Jack T Phillips, Sr.405 Ned Marsh Road
Salisbury, NC 28146
3775 Bringle Ferry Road
Salisbury, NC, 28146 Unknown Potable No No 700
WSW-36 056 131 Carlos W. & Hazelene F. Poteat 335 Majolica Road
Salisbury, NC 28147
3725 Dunns Mountain Road
Salisbury, NC, 28146 Active Potable No No 345
WSW-37 056 026 Henry V. Ludwick, Jr. & Jean E.
Ludwick
445 Pinewood Ave
Salisbury, NC 28146
3905 Bringle Ferry Road
Salisbury, NC 28146 Unknown Potable No No 355
WSW-38 0561008 Wm. L. & Orinda K. Watkins 3960 Bringle Ferry Road
Salisbury, NC 28146
3960 Bringle Ferry Road
Salisbury, NC 28146 Unknown Potable No No 350
WSW-39 607 026 R.E. & Mariette Seaford 4000 Bringle Ferry Road
Salisbury, NC 28146
4000 Bringle Ferry Road
Salisbury, NC 28146 Unknown Potable No No 850
WSW-40 056101102 Shirley W. Young & Shinn Nanette 1775 Shive Road
Salisbury, NC 28146
260 Mahaley Road
Salisbury, NC 28146 Unknown Potable No No 850
Notes:
• Receptors are shown on Figure 3A
• n/a: not applicable.
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
121' Deep
242' Deep
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Unknown
Page 2 of 2
Date: 08/24/23 Facility ID #: 00-0-0000030419
PIN Number Property Owner Name Property Owner Address
5689-01-15-0150 (site) Sampson-Bladen Oil Company Inc.Post Office Box 469
Clinton, NC 28329
5689-01-15-1210 Glenn E. Hudson & Jennifer G.
Hudson
143 Polo Drive
Salisbury, NC 28144-8512
5689-01-05-9212 Luther John Lyerly 500 Lake Fork Road
Salisbury, NC 28146-1208
5689-03-04-7979 Carlos W. & Hazelene F. Poteat 335 Majolica Road
Salisbury, NC 28147-8009
5689-03-14-1606 Henry V. Ludwick, Jr. & Jean E.
Ludwick
445 Pinewood Avenue
Salisbury, NC 28146
0437-20-6584 James Don Lassetter 3940 Bringle Ferry Road
Salisbury, NC 28146
Note:
• Properties are keyed to Figure 3A
TABLE 4
ADJACENT PROPERTY OWNER INFORMATION
THE CROSSROADS (INCIDENT NO. 48120)
Page 1 of 1
Date: 08/23/23 Facility ID #: 00-0-0000030419
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
03/15/22 17.80 ---82.20
08/23/23 12.92 ---87.08
MW-2 08/10/23 08/23/23 2 20 - 30 30 100.23 13.98 ---86.25
MW-3 08/10/23 08/23/23 2 20 - 30 30 101.59 15.90 ---85.69
MW-4 08/10/23 08/23/23 2 20 - 30 30 101.21 14.07 ---87.14
TW-1 08/11/23 08/23/23 2 50 - 55 55 100.00 13.67 ---87.54
Notes:
• ft BGS : feet below ground surface.
• NA: Not available.
• NM: Not measured.
TABLE 5
WELL CONSTRUCTION AND GAUGING INFORMATION
THE CROSSROADS (INCIDENT NO. 48120)
MW-1 03/15/22 2 15 - 35 35 100.00
Page 1 of 1
Date: 08/24/2023 Facility ID #: 00-0-0000030419
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NE 0.0072 5.4 8 6 0.085 0.2 1.4 6.6 68 540 31
NE 12 1,250 60.3 3,120 156 5.5 1,560 156 625 1,560 469MW-1-5'03/15/22 5 NR 0.107 0.150 0.161 0.183 0.0079 0.0157 0.116 0.134 13.0 <2.9 3.84 J
MW-1-15 03/15/22 15 NR NR NR NR NR NR NR NR NR 33.0 J <2.8 131
MW-1-25'03/15/22 25 NR 2.47 97.8 6.06 33.1 <0.17 1.63 3.24 18.1 19.3 E <3.1 49.7
MW-2-15'08/10/23 15 31.2 NR NR NR NR NR NR NR NR NR NR NR
MW-2-25'08/10/23 25 48 NR NR NR NR NR NR NR NR NR NR NR
MW-3-15'08/10/23 15 <20 NR NR NR NR NR NR NR NR NR NR NR
MW-3-25'08/10/23 25 44 NR NR NR NR NR NR NR NR NR NR NR
MW-4-15'08/10/23 15 194.8 NR NR NR NR NR NR NR NR NR NR NR
MW-4-25'08/10/23 25 47.6 NR NR NR NR NR NR NR NR NR NR NR
TW-1-15'08/09/23 15 37.6 NR NR NR NR NR NR NR NR NR NR NR
TW-1-25'08/09/23 25 32.4 NR NR NR NR NR NR NR NR NR NR NR
Notes:
• Results reported in mg/kg (milligrams per kilograms)• ft-BGS: feet below ground surface.
• NE: Not Established
• RAL: Regulatory Action Level.• MCCs: Maximum Contaminant Concentrations (soils).
• SCLs: Soil Cleanup Levels.
• < : Less than the method detection limit specified in the laboratory report
• Concentrations in bold face type indicate the soil to water MCCs were below the reported concentrations.
• Concentrations in italic type indicate the Residential SCLs were below the report concentrations.
• NE: Not Established
• NR: Not Requested.
Soil to Water MCC (mg/kg)
Residential SCLs (mg/kg)
EPA Method 8260B
TABLE 6
SUMMARY OF SOIL SAMPLE ANALYTICAL RESULTS
THE CROSSROADS (INCIDENT NO. 48120)
Analytical Method MADEP VPH
RAL (mg/kg)
Page 1 of 1
Date: 08/24/2023 Facility ID #: 00-0-0000030419
EPA 504.1 EPA 6010
Well
ID
Date Sampled
(mm/dd/yy)
1 600 600 500 20 6 40 10 0.4 3 0.02 0.4 70 70 70 0.6 400 400 0.02 15 400 700 200
5,000 260,000 80,000 50,000 20,000 6,000 40,000 10,000 400 3000 50 400 30500 70000 26100 600 28500 24100 50 15,000 NE NE NE
03/15/22 5,830 121,000 E 2,200 12,000 59.1 529 11,500 J 9,620 <3.1 14.7 10.6 J 42.2 96.1 101 315 <3.1 1,540 685 10.5 10.0 82,700 E <35 3,560
08/23/23 8,230 14,300 2,290 13,600 57.0 J <47.0 11,988 E 14,800 <19.0 <22.0 NR <15.0 92.0 154 250 <9.60 2,170 554 NR NR NR NR NR
MW-2 08/23/23 18.4 25.7 24.9 111 1.05 18.8 15.0 67.7 <0.190 <0.220 <0.0205 <0.150 15.6 3.10 72.1 <0.096 374 125 NR <0.002 2,130 1,210 1,200
MW-3 08/23/23 119 0.766 4.20 32.0 1.87 12.3 153 288 <0.190 <0.220 <0.0206 <0.150 9.41 9.07 60.1 7.69 240 107 NR 0.008 4,610 1,370 1,720
MW-4 08/23/23 35.1 11.3 23.7 44.5 6.60 J 104 129 378 <1.90 <2.20 <0.0207 <1.50 13.5 13.8 41.9 <0.960 150 76.4 NR <0.002 1,280 <25.8 740
TW-1 08/23/23 8.64 148 7.79 51.2 1.40 <0.470 7.53 J 9.37 J 0.758 <0.220 <0.0207 <0.150 1.13 <0.500 2.29 <0.096 30.9 9.39 NR <0.002 140 116 75.0
03/15/22 <0.13 <0.13 <0.13 <0.25 <0.13 <0.13 NR NR <0.13 <0.20 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 <0.13 NR NR NR NR NR
08/23/23 <0.180 0.318 J <0.170 <0.210 <0.140 <0.470 NR NR <0.190 <0.220 <0.200 <0.150 <0.180 <0.500 <0.190 <0.096 <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.
• < : 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.
• Results in italics indicate the GCLs were below the reported concentrations.
• E: Indicates values exceeds calibration range.
• 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.
Analytical Method
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MAC (μg/l)
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Contaminant of Concern
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TABLE 7
SUMMARY OF GROUND WATER SAMPLE ANALYTICAL RESULTS
THE CROSSROADS (INCIDENT NO. 48120)
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Page 1 of 1
Facility ID#: 0-030419
ft/min ft/day ft/day ft/year
MW-2 8.811E-05 1.269E-01 4.31E-02 1.57E+01
MW-4 4.154E-04 5.982E-01 2.03E-01 7.42E+01
Average 2.518E-04 3.625E-01 1.233E-01 4.499E+01
TW-1 6.333E-05 9.120E-02 3.10E-02 1.13E+01
Note:
Seepage velocities calculated using the equation v = K(dh/dl)/ne , where:
K = hydraulic conductivity
ne = effective porosity = 0.10
dh/dl = hydraulic gradient = 0.034 ft/ft
TABLE 8
SUMMARY OF SLUG TEST ANALYSES
THE CROSSROADS (INCIDENT NO. 48120)
Date : 09/15/23
Well Hydraulic Conductivity (K)Seepage Velocity (v)
Page 1 of 1

APPENDICES

APPENDIX A
State Correspondence
Site Name City / County /Rowan Incident #48120
Resp Pty Name / Contact Incident Mgr Region MOR
(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:H-227-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.
3r
d

P
t
y

D
e
d
?
Task #Lab /
SubCode
RO

A
u
t
h
Proposed
Rate/Price
(Consultant)CO

A
u
t
h
Proposed 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 1 $200.00 $100.00 /
3.398 2 /Mobes Y $350.00 1 $700.00 $350.00 /
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 $157.00 Y $157.00 $157.00 /
12.050 1 /trip Y $250.00 Y $250.00 $250.00 /
12.055 1 /trip Y $50.00 Y $50.00 $50.00 /
12.050 1 /UVF 0 $250.00 Y $250.00 $250.00 /
12.055 1 /UVF 0 $50.00 Y $50.00 $50.00 /
//
Requested Preapproved
TOTAL:$19,542.00
Total Standard Costs (Not Third Party)$19,542.00 $19,092.00 Total Standard Costs
Total applied as Third Party Deductible/Damage Costs $0.00 $0.00 Total Third Pty CostsProcess Tracking (Date)
TA Submittal:6/20/23 by:(PM)(Reserved for RO)
RO Review:6/20/23 by:(IM)Joint UST Preapproval Confirmed By:
CO Review:6/22/23 by:(STF)RP or Designee Receipt Confirmation By: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.)
DWM/UST ePATA 4/1/2022
Proposed
Units / Type
(Consultant)
Ryan Mills
ActiveYES
22-371 July - September 2023
704-845-4012
Dates of Work
(Consultant)
Started1 / Completed2
100.00%
[e-mail]
Rusher Oil Company, Inc.
Geological Resources, Inc.
Salisbury
(Must Complete with Claim Submittal)(See Instructions / RRD for Tasks requiring Preapproval / Task Authorization)
Landowner
704-845-4010
(Reserved for Incident Manager)
The Crossroads
Note:This Electronic Preapproval Task Authorization(ePATA)shall be used to receive preapproval from the UST Section.Aproposal,including maps and figures,must be attached
to elaborateon thecosts for the tasks listed below thatdescribes thescope of work and the rationale fortheproposed 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 12monthsofthecompletiondateoftheFIRSTcompletedtasktoremainwithintheStatuteofLimitations.All ePATAs submitted within a claim are closed with that claim,andmay notbere-used in a separate submittal, even for costs or tasks that werenotoriginally claimed.Final reimbursement ofcosts associated with theTotal Claimed amountbelowmay 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 15ANCAC 2P
RCM
LP
(Initials)
ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORMDept of Environmental Quality -Division of Waste Management
Per RRD 4.080-Mobe for UVF can be claimed under 12.050 if conducted by a third-party, unaffiliated with consultant -LP
6/22/2023
Samuel L. McKay III 6/26/2023
5737 Received JUN 26 2023
Site Name City / County /Rowan Incident #48120
Resp Pty Name / Contact Incident Mgr Region MOR
RP Type (Owner/Operator / Landowner / Attny-in-fact)Change Order?Prev. TA #2
Consultant / Project Mgr /Sam McKay
Telephone / Fax Number /Task Authorization Number:3 ChangeOrd:
Project Mgr Email Site Risk / Rank / Abatement:H-227-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?
w 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.
3r
d

P
t
y

D
e
d
?
Task #Lab /
SubCode RO

A
u
t
h
Proposed
Rate/Price
(Consultant)CO

A
u
t
h
Proposed Task
Subtotal
(Consultant)
Final
Preapproved
Subtotal
(UST Section)
Claimed
Amount3
(Consultant)
3.060 1 /event Y $1,600.00 Y $1,600.00 $1,600.00 /
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
Requested Preapproved Claimed3
TOTAL:$1,600.00 $1,600.00 TOTAL:
Total Standard Costs (Not Third Party)$1,600.00 $1,600.00 Total Standard Costs
Total applied as Third Party Deductible/Damage Costs $0.00 $0.00 Total Third Pty Costs
Process Tracking (Date)
TA Submittal:8/4/23 by:(PM)(Reserved for RO)
RO Review:8/8/23 by:(IM)Joint UST Preapproval Confirmed By:Date1
CO Review:8/8/23 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 and returned to the Trust Fund within a week of approval. 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
DIRECTED COSTS
Salisbury
(Must Complete with Claim Submittal)(See Instructions / RRD for Tasks requiring Preapproval / Task Authorization)
Owner/Operator
704-845-4010
(Reserved for Incident Manager)
PREAPPROVAL / TASK AUTHORIZATION
The Crossroads
Note: This Electronic Preapproval Task Authorization (ePATA) shall be used to receive preapproval from the UST Section. A proposal,including maps and figures,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 monthsof the completion date ofthe FIRSTcompleted taskto 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.
RCM
LP
(Initials)
SM
Proposed
Units / Type
(Consultant)
Ryan Mills
ActiveYES
23-505 August 2023
704-845-4012
Dates of Work
(Consultant)
Started1 / Completed2
FINAL REIMBURSEMENT
100.00%
[e-mail]
Rusher Oil Company Joey Rusher
Geological Resources, Inc.
ELECTRONIC PREAPPROVAL TASK AUTHORIZATION FORM
Dept of Environmental Quality -Division of Waste Management
8/8/2023
8/8/2023
5737 Received AUG 08 2023

APPENDIX B
Right-to-Enter Agreement

APPENDIX C
Land Use Information
Date: 09/21/23 Facility ID # : 00-0-0000030419
Map ID No. Land Use Feature Zoning Description Address
Distance from
Source Area
(feet)
N/A RA Rural Agricultural N/A N/A
N/A CBI Commercial Business
Industrial N/A N/A
N/A RR Rural Residential N/A N/A
Note:
• Properties are keyed to Figure 3B
APPENDIX C
LAND USE INFORMATION
THE CROSSROADS (INCIDENT NO. 48120)
Page 1 of 1

APPENDIX D
Well Construction Records and Subsurface Logs

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
July 20, 2023
Mr. Joey Rusher (via email)
Rusher Oil Co., Inc.
P.O. Box 1483
Salisbury, NC 28145-1483
RE: Monitoring Well Construction Permit
Permit #WM0301299
Crossroads Site, UST#48120
3900 Bringle Ferry Road, Salisbury
Rowan County
Dear Mr.Rusher,
In accordance with your completed application received on July 20, 2023, we are forwarding herewith
Monitoring Well Construction Permit Numbered WM0301299 and issued for the construction of four (4)
monitoring wells located near 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 Edward Watson at [phone], or by email at
[e-mail].
Sincerely,
Andrew H. Pitner,P.G.Regional Supervisor
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources
CC: WQROS, Central Office (via Laserfiche)
Sam McKay, Geological Resources Inc. (via email)
Justin Radford, NCCWC#3270A, 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 Co, Inc. (Geological Resources, Inc. as Agent)

FOR THE CONSTRUCTION OF A MONITOR WELL SYSTEM consisting of four (4) monitoring wells owned by Rusher Oil
Co, Inc. at the subject site located at 3900 Bringle Ferry Road, Salisbury, Rowan County. This Permit is issued in
accordance with the application received on July 20, 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 20th day of July 2023

FOR THE NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION

_______________________________________________
Andrew H. Pitner, P.G., Regional Supervisor
Division of Water Resources
By Authority of the Environmental Management Commission
Permit No. # WM0301299
Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Depth:
Diameter:Completion Details:
PID Lab
From To (ppm)Sample Description Color Moisture Odor
Depth (ft)Lithology
SITE INFORMATION
DRILLING INFORMATION
BORING INFORMATION
Photo 1: Preclearing Photo 2: Completion
The Crossroads
5737
08/10/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
Solid Stem Auger
4548-A
MW-2
6
30
Well installed at completion
0 0.5 Asphalt
0.5 5 Clay Brown-Gray Moist Present
5 17 Clay Light Brown Moist None
17 30 Clay Brown Wet None

Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Top of Casing:
Diameter:Depth to Water:
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
Sand
Bentonite
Grout
Screen
Casing
SITE INFORMATION
DRILLING INFORMATION
WELL CONSTRUCTION INFORMATION
DIAGRAM -MONITORING WELL
Sand
Bentonite
Grout Screen
Inner Casing
Outer Casing
The Crossroads
5737
08/10/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
Solid Stem Auger
4548-A
MW-2
6 13.98
18 30
16 18
0 16
0 20 2
20 30 2
16
18
30
20
30
WELL CONSTRUCTION RECORD
This form canbe usedforsingle or multiple wells
FormGW-1 North Carolina Departmentof Environmentand Natural Resources –Division ofWaterResources Revised August 2013
1.Well Contractor Information:
Well ContractorName
NC WellContractor Certification Number
CompanyName
2.Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3.Well Use (check well use):
Water Supply Well:□Agricultural □Municipal/Public□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)□Irrigation
Non-Water Supply Well:□Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier□Aquifer Test □StormwaterDrainage
□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.Latitudeand Longitudein degrees/minutes/secondsor 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 topof 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 oftest:
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.SCREENFROMTO DIAMETER SLOTSIZE 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 EMPLACEMENTMETHOD
ft.ft.
ft.ft.
20.DRILLING LOG (attach additional sheetsif 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:
Signatureof 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 wellconstructiondetails.You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a.For All Wells: Submit this form within 30 days of completion of wellconstructiontothefollowing:
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 wellconstructiontothefollowing:
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 ofwellconstructiontothecountyhealthdepartmentofthecountywhereconstructed.
For Internal UseONLY:
_______________
Matt Steele
4548-A
Geological Resources, Inc.
WM0301299
08/10/2023 MW-2
The Crossroads 00-0-0000030419
3900 Bringle Ferry Road, Salisbury, 28146
Rowan 0561005
35.65176580 80.41049025
30
13.98
6
Solid Stem Auger
0 20 2 Sch 40 PVC
20 30 2 0.010 Sch 40 PVC
0 16 grout pour
16 18 bentonite pour
18 30 #2 Sand Pour
0 0.5 Asphalt
0.5 5 Clay
5 17 Clay
17 30 Clay
08/10/2023
Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Depth:
Diameter:Completion Details:
PID Lab
From To (ppm)Sample Description Color Moisture Odor
Depth (ft)Lithology
SITE INFORMATION
DRILLING INFORMATION
BORING INFORMATION
Photo 1: Preclearing Photo 2: Completion
The Crossroads
5737
08/10/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
Solid Stem Auger
4548-A
MW-3
6
30
Well installed at completion
0 0.5 Topsoil
0.5 1.5 Clayey Silt Orange-Tan Dry None
1.5 5 Clayey Silt Light Brown Dry None
5 14 Silty Clay Light Red Dry None
14 30 Clay Light Red Wet None

Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Top of Casing:
Diameter:Depth to Water:
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
Sand
Bentonite
Grout
Screen
Casing
SITE INFORMATION
DRILLING INFORMATION
WELL CONSTRUCTION INFORMATION
DIAGRAM -MONITORING WELL
Sand
Bentonite
Grout Screen
Inner Casing
Outer Casing
The Crossroads
5737
08/10/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
Solid Stem Auger
4548-A
MW-3
6 15.90
18 30
16 18
0 16
0 20 2
20 30 2
16
18
30
20
30
WELL CONSTRUCTION RECORD
This form canbe usedforsingle or multiple wells
FormGW-1 North Carolina Departmentof Environmentand Natural Resources –Division ofWaterResources Revised August 2013
1.Well Contractor Information:
Well ContractorName
NC WellContractor Certification Number
CompanyName
2.Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3.Well Use (check well use):
Water Supply Well:□Agricultural □Municipal/Public□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)□Irrigation
Non-Water Supply Well:□Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier□Aquifer Test □StormwaterDrainage
□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.Latitudeand Longitudein degrees/minutes/secondsor 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 topof 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 oftest:
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.SCREENFROMTO DIAMETER SLOTSIZE 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 EMPLACEMENTMETHOD
ft.ft.
ft.ft.
20.DRILLING LOG (attach additional sheetsif 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:
Signatureof 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 wellconstructiondetails.You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a.For All Wells: Submit this form within 30 days of completion of wellconstructiontothefollowing:
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 wellconstructiontothefollowing:
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 ofwellconstructiontothecountyhealthdepartmentofthecountywhereconstructed.
For Internal UseONLY:
_______________
Matt Steele
4548-A
Geological Resources, Inc.
WM0301299
08/10/2023 MW-3
The Crossroads 00-0-0000030419
3900 Bringle Ferry Road, Salisbury, 28146
Rowan 0561005
35.65182680 80.41040783
30
15.90
6
Solid Stem Auger
0 20 2 Sch 40 PVC
20 30 2 0.010 Sch 40 PVC
0 16 grout pour
16 18 bentonite pour
18 30 #2 Sand Pour
0 0.5 Topsoil
0.5 1.5 Clayey Silt
1.5 5 Clayey Silt
5 14 Silty Clay
14 30 Clay
08/10/2023
Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Depth:
Diameter:Completion Details:
PID Lab
From To (ppm)Sample Description Color Moisture Odor
Depth (ft)Lithology
SITE INFORMATION
DRILLING INFORMATION
BORING INFORMATION
Photo 1: Preclearing Photo 2: Completion
The Crossroads
5737
08/10/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
Solid Stem Auger
4548-A
MW-4
6
30
Well installed at completion
0 0.5 Asphalt & concrete
0.5 1 Silty Clay Brown-Gray Moist Present
1 6 Clay Brown-Gray Moist Present
6 9 Clay Brown Moist Present
9 14 Clayey Silt Light Tan Dry Present
14 16 Clay Light Gray Moist Present
16 21 Clay Green-Brown Wet Present
21 26 Clay Brown Wet None
26 30 Clay Red Wet None

Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Top of Casing:
Diameter:Depth to Water:
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
Sand
Bentonite
Grout
Screen
Casing
SITE INFORMATION
DRILLING INFORMATION
WELL CONSTRUCTION INFORMATION
DIAGRAM -MONITORING WELL
Sand
Bentonite
Grout Screen
Inner Casing
Outer Casing
The Crossroads
5737
08/10/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
Solid Stem Auger
4548-A
MW-4
6 14.07
18 30
16 18
0 16
0 20 2
20 30 2
16
18
30
20
30
WELL CONSTRUCTION RECORD
This form canbe usedforsingle or multiple wells
FormGW-1 North Carolina Departmentof Environmentand Natural Resources –Division ofWaterResources Revised August 2013
1.Well Contractor Information:
Well ContractorName
NC WellContractor Certification Number
CompanyName
2.Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3.Well Use (check well use):
Water Supply Well:□Agricultural □Municipal/Public□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)□Irrigation
Non-Water Supply Well:□Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier□Aquifer Test □StormwaterDrainage
□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.Latitudeand Longitudein degrees/minutes/secondsor 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 topof 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 oftest:
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.SCREENFROMTO DIAMETER SLOTSIZE 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 EMPLACEMENTMETHOD
ft.ft.
ft.ft.
20.DRILLING LOG (attach additional sheetsif 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:
Signatureof 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 wellconstructiondetails.You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a.For All Wells: Submit this form within 30 days of completion of wellconstructiontothefollowing:
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 wellconstructiontothefollowing:
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 ofwellconstructiontothecountyhealthdepartmentofthecountywhereconstructed.
For Internal UseONLY:
_______________
Matt Steele
4548-A
Geological Resources, Inc.
WM0301299
08/10/2023 MW-4
The Crossroads 00-0-0000030419
3900 Bringle Ferry Road, Salisbury, 28146
Rowan 0561005
35.65170702 80.41036854
30
14.07
6
Solid Stem Auger
0 20 2 Sch 40 PVC
20 30 2 0.010 Sch 40 PVC
0 16 grout pour
16 18 bentonite pour
18 30 #2 Sand Pour
0 0.5 Asphalt & concrete
0.5 1 Silty Clay
1 6 Clay
6 9 Clay
9 14 Clayey Silt
14 16 Clay
16 21 Clay
21-26 Wet brown clay, no odor
26-30 Wet red clay, no odor
08/10/2023
Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Depth:
Diameter:Completion Details:
PID Lab
From To (ppm)Sample Description Color Moisture Odor
Depth (ft)Lithology
SITE INFORMATION
DRILLING INFORMATION
BORING INFORMATION
Photo 1: Preclearing Photo 2: Completion
The Crossroads
5737
08/11/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
6.25" Hollow Stem; 5" Mud Rotary
4548-A
TW-1
5"
55
Well installed at completion
0 0.5 Asphalt
0.5 1.5 Clay Gray Dry Present
1.5 4 Clay Light Brown Dry Present
4 5 Silty Clay Light Brown Dry None
5 6 Clayey Silt Light Brown Moist None
6 15 Clay, some Silt Light Tan Moist Present
15 43 Clay Red Wet None
43 53 Clay Brown Wet None
53 55 Granite Bedrock

Site Name:Date:
Project Number:Log Completed By:
Company:Drill Type:
Driller:License Number:
Boring ID:Top of Casing:
Diameter:Depth to Water:
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
From (ft)To (ft)From (ft)To (ft)Diameter (in)
SITE INFORMATION
DRILLING INFORMATION
WELL CONSTRUCTION INFORMATION
Sand Outer Casing
Bentonite
Grout
Inner Casing
Screen
Screen
Bentonite
Sand
DIAGRAM -TELESCOPING WELL
Grout
Outer
Casing
Inner Casing
The Crossroads
5737
08/11/2023
Eric Eubanks
Geological Resources, Inc.
Matt Steele
6.25" Hollow Stem; 5" Mud Rotary
4548-A
TW-1
5"13.67
48 55
46 48
0 46
0 43 5
0 50 2
50 55 2
46
48
55
43
50
55
WELL CONSTRUCTION RECORD
This form canbe usedforsingle or multiple wells
FormGW-1 North Carolina Departmentof Environmentand Natural Resources –Division ofWaterResources Revised August 2013
1.Well Contractor Information:
Well ContractorName
NC WellContractor Certification Number
CompanyName
2.Well Construction Permit #:
List all applicable well permits (i.e. County, State, Variance, Injection, etc.)
3.Well Use (check well use):
Water Supply Well:□Agricultural □Municipal/Public□Geothermal (Heating/Cooling Supply)□Residential Water Supply (single)
□Industrial/Commercial □Residential Water Supply (shared)□Irrigation
Non-Water Supply Well:□Monitoring □Recovery
Injection Well: □Aquifer Recharge □Groundwater Remediation
□Aquifer Storage and Recovery □Salinity Barrier□Aquifer Test □StormwaterDrainage
□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.Latitudeand Longitudein degrees/minutes/secondsor 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 topof 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 oftest:
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.SCREENFROMTO DIAMETER SLOTSIZE 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 EMPLACEMENTMETHOD
ft.ft.
ft.ft.
20.DRILLING LOG (attach additional sheetsif 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:
Signatureof 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 wellconstructiondetails.You may also attach additional pages if necessary.
SUBMITTAL INSTUCTIONS
24a.For All Wells: Submit this form within 30 days of completion of wellconstructiontothefollowing:
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 wellconstructiontothefollowing:
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 ofwellconstructiontothecountyhealthdepartmentofthecountywhereconstructed.
For Internal UseONLY:
_______________
Matt Steele
4548-A
Geological Resources, Inc.
WM0301299
08/11/2023 TW-1
The Crossroads 00-0-0000030419
3900 Bringle Ferry Road, Salisbury, 28146
Rowan 0561005
35.65163510 80.41044572
55
13.67
5"
6.25" Hollow Stem; 5" Mud Rotary
0 43 5
0 50 2 Sch 40 PVC
50 55 2 0.010 Sch 40 PVC
0 46 grout pour
46 48 bentonite pour
48 55 #2 Sand Pour
0 0.5 Asphalt
0.5 1.5 Clay
1.5 4 Clay
4 5 Silty Clay
5 6 Clayey Silt
6 15 Clay, some Silt
15 43 Clay
43-53 - Wet Brown Clay
53-55 - Granite Bedrock
08/11/2023

APPENDIX E
Slug Test Analysis
0. 6. 12. 18. 24. 30.
0.1
1.
10.
Time (min)
Di
s
p
l
a
c
e
m
e
n
t

(
f
t
)
WELL TEST ANALYSIS
Data Set: F:\...\MW-2 Graph.aqt
Date: 09/21/23 Time: 11:50:26
PROJECT INFORMATION
Company: Geological Resources, Inc.
Client: The Crossroads
Project: 5737
Location: Salisbury, NC
Test Well: MW-2
Test Date: 8/23/2023
AQUIFER DATA
Saturated Thickness: 42.14 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (MW-2)
Initial Displacement: 1.75 ft Static Water Column Height: 16.05 ft
Total Well Penetration Depth: 16.05 ft Screen Length: 10. ft
Casing Radius: 0.085 ft Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 8.811E-5 ft/min y0 = 1.082 ft
Page Item Value Remarks
NA Static depth to water (SDTW) from TOC SDTW 13.95 Test well (ft)
Initial DTW (IDTW) - after remove/introduce slug from TOC IDTW 15.70 Test well (ft)
Total well depth (TWD)TWD 30.00 Test well (ft)
Top of Casing Elevation (TOC)TOC 100.23 Test well (ft)
Highest ground water elevation at site (HGWE)HGWE 87.14 All site wells (ft)
Deepest well depth elevation (DWDE)DWDE 45.00 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 16.05 TWD minus SDTW (ft)
Well #MW-2 Test well ID
7 b: Saturated thickness of aquifer b 42.14
HGWE - DWDE
* If no telescoping well, use H
KV/KH: Vertical/Horizontal KV/KH 0.10 Use 0.1
8 D: Casing length D 6.05 TWD minus SDTW minus screen length (ft)
L: Well screen length L 10.00 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)0.2500 1/2 auger outside diameter (ft)
R(sk): Well skin radius R(sk)0.2500 1/2 auger outside diameter (ft)
8/23/2023
AQTESOLV DATA ENTRY FORM
(For wells screened BELOW water table)
The Crossroads
Salisbury, NC
MW-2
File: AQTESOLV Data Entry Form
The Crossroads
Well MW-2
Test Date 08/23/23
Initial DTW (ft) 13.95

Time Displacement
(min) (ft)
0.000 0.0000
0.017 1.3052
0.033 1.6824
0.050 1.6674
0.067 1.6336
0.083 1.6433
0.100 1.6039
0.117 1.5904
0.133 1.5787
0.150 1.5643
0.167 1.5599
0.183 1.5499
0.200 1.5408
0.217 1.5297
0.233 1.5254
0.250 1.5176
0.267 1.5106
0.283 1.5044
0.300 1.4962
0.317 1.4964
0.333 1.5839
0.350 1.3864
0.367 1.4210
0.383 1.4774
0.400 1.4703
0.417 1.4603
0.433 1.4539
0.450 1.4497
0.467 1.4516
0.483 1.4482
0.500 1.4403
0.517 1.4300
0.533 1.4302
0.550 1.4225
0.567 1.4213
Time Displacement
(min) (ft)
0.583 1.4157
0.600 1.4136
0.617 1.4039
0.633 1.4000
0.650 1.3969
0.667 1.3968
0.683 1.3900
0.700 1.3857
0.717 1.3797
0.733 1.3779
0.750 1.3710
0.767 1.3698
0.783 1.3653
0.800 1.3637
0.817 1.3589
0.833 1.3575
0.850 1.3492
0.867 1.3443
0.883 1.3437
0.900 1.3442
0.917 1.3377
0.933 1.3330
0.950 1.3295
0.967 1.3229
0.983 1.3206
1.000 1.3168
1.017 1.3168
1.033 1.3111
1.050 1.3084
1.067 1.3072
1.083 1.3024
1.100 1.3019
1.117 1.2948
1.133 1.2934
1.150 1.2902
1.167 1.2861
1.183 1.2823
1.200 1.2830
1.217 1.2774
1.233 1.2728
1.250 1.2672
Time Displacement
(min) (ft)
1.267 1.2674
1.283 1.2630
1.300 1.2592
1.317 1.2588
1.333 1.2567
1.350 1.2527
1.367 1.2501
1.383 1.2470
1.400 1.2437
1.417 1.2429
1.433 1.2424
1.450 1.2379
1.467 1.2310
1.483 1.2270
1.500 1.2277
1.517 1.2236
1.533 1.2223
1.550 1.2183
1.567 1.2127
1.583 1.2124
1.600 1.2105
1.617 1.2049
1.633 1.2043
1.650 1.2015
1.667 1.1993
1.683 1.1992
1.700 1.1950
1.717 1.1941
1.733 1.1884
1.750 1.1866
1.767 1.1836
1.783 1.1822
1.800 1.1788
1.817 1.1791
1.833 1.1708
1.850 1.1700
1.867 1.1638
1.883 1.1675
1.900 1.1596
1.917 1.1621
1.933 1.1581
Time Displacement
(min) (ft)
1.950 1.1577
1.967 1.1538
1.983 1.1503
2.000 1.1529
2.017 1.1478
2.033 1.1447
2.050 1.1405
2.067 1.1406
2.083 1.1387
2.100 1.1343
2.117 1.1335
2.133 1.1293
2.150 1.1286
2.167 1.1238
2.183 1.1234
2.200 1.1179
2.217 1.1186
2.233 1.1170
2.250 1.1149
2.267 1.1109
2.283 1.1113
2.300 1.1101
2.317 1.1063
2.333 1.1040
2.350 1.1028
2.367 1.0999
2.383 1.0965
2.400 1.0943
2.417 1.0901
2.433 1.0876
2.450 1.0873
2.467 1.0853
2.483 1.0850
2.500 1.0828
2.517 1.0790
2.533 1.0771
2.550 1.0759
2.567 1.0751
2.583 1.0737
2.600 1.0712
2.617 1.0675
Time Displacement
(min) (ft)
2.633 1.0633
2.650 1.0645
2.667 1.0603
2.683 1.0573
2.700 1.0531
2.717 1.0540
2.733 1.0548
2.750 1.0511
2.767 1.0504
2.783 1.0501
2.800 1.0472
2.817 1.0434
2.833 1.0428
2.850 1.0377
2.867 1.0399
2.883 1.0352
2.900 1.0358
2.917 1.0336
2.933 1.0301
2.950 1.0264
2.967 1.0236
2.983 1.0224
3.000 1.0234
3.017 1.0180
3.033 1.0154
3.050 1.0188
3.067 1.0123
3.083 1.0128
3.100 1.0128
3.117 1.0081
3.133 1.0067
3.150 1.0052
3.167 1.0035
3.183 1.0028
3.200 0.9999
3.217 0.9995
3.233 0.9980
3.250 0.9939
3.267 0.9915
3.283 0.9912
3.300 0.9878
Time Displacement
(min) (ft)
3.317 0.9876
3.333 0.9841
3.350 0.9840
3.367 0.9831
3.383 0.9821
3.400 0.9787
3.417 0.9745
3.433 0.9753
3.450 0.9735
3.467 0.9731
3.483 0.9727
3.500 0.9695
3.517 0.9657
3.533 0.9649
3.550 0.9619
3.567 0.9622
3.583 0.9589
3.600 0.9585
3.617 0.9554
3.633 0.9550
3.650 0.9488
3.667 0.9511
3.683 0.9495
3.700 0.9499
3.717 0.9450
3.733 0.9429
3.750 0.9448
3.767 0.9440
3.783 0.9404
3.800 0.9384
3.817 0.9337
3.833 0.9362
3.850 0.9320
3.867 0.9273
3.883 0.9336
3.900 0.9268
3.917 0.9284
3.933 0.9244
3.950 0.9236
3.967 0.9217
3.983 0.9228
Time Displacement
(min) (ft)
4.000 0.9182
4.017 0.9149
4.033 0.9134
4.050 0.9129
4.067 0.9158
4.083 0.9102
4.100 0.9100
4.117 0.9073
4.133 0.9071
4.150 0.9025
4.167 0.9040
4.183 0.9000
4.200 0.9007
4.217 0.9009
4.233 0.8948
4.250 0.8979
4.267 0.8928
4.283 0.8953
4.300 0.8900
4.317 0.8900
4.333 0.8878
4.350 0.8888
4.367 0.8881
4.383 0.8837
4.400 0.8836
4.417 0.8819
4.433 0.8807
4.450 0.8806
4.467 0.8754
4.483 0.8775
4.500 0.8752
4.517 0.8742
4.533 0.8708
4.550 0.8735
4.567 0.8704
4.583 0.8644
4.600 0.8642
4.617 0.8688
4.633 0.8661
4.650 0.8618
4.667 0.8582
Time Displacement
(min) (ft)
4.683 0.8576
4.700 0.8594
4.717 0.8562
4.733 0.8536
4.750 0.8534
4.767 0.8525
4.783 0.8558
4.800 0.8494
4.817 0.8453
4.833 0.8467
4.850 0.8440
4.867 0.8424
4.883 0.8429
4.900 0.8421
4.917 0.8417
4.933 0.8359
4.950 0.8382
4.967 0.8354
4.983 0.8353
5.000 0.8304
5.017 0.8313
5.033 0.8283
5.050 0.8304
5.067 0.8273
5.083 0.8271
5.100 0.8262
5.117 0.8212
5.133 0.8211
5.150 0.8212
5.167 0.8163
5.183 0.8174
5.200 0.8159
5.217 0.8200
5.233 0.8149
5.250 0.8143
5.267 0.8138
5.283 0.8123
5.300 0.8116
5.317 0.8100
5.333 0.8070
5.350 0.8056
Time Displacement
(min) (ft)
5.367 0.8080
5.383 0.8036
5.400 0.7992
5.417 0.8003
5.433 0.7989
5.450 0.7970
5.467 0.7952
5.483 0.7951
5.500 0.7952
5.517 0.7933
5.533 0.7917
5.550 0.7951
5.567 0.7880
5.583 0.7868
5.600 0.7855
5.617 0.7828
5.633 0.7837
5.650 0.7834
5.667 0.7818
5.683 0.7803
5.700 0.7795
5.717 0.7785
5.733 0.7777
5.750 0.7761
5.767 0.7722
5.783 0.7751
5.800 0.7753
5.817 0.7714
5.833 0.7654
5.850 0.7726
5.867 0.7696
5.883 0.7650
5.900 0.7640
5.917 0.7678
5.933 0.7649
5.950 0.7609
5.967 0.7592
5.983 0.7573
6.000 0.7598
6.017 0.7585
6.033 0.7568
Time Displacement
(min) (ft)
6.050 0.7528
6.067 0.7528
6.083 0.7530
6.100 0.7512
6.117 0.7472
6.133 0.7480
6.150 0.7464
6.167 0.7433
6.183 0.7457
6.200 0.7444
6.217 0.7449
6.233 0.7433
6.250 0.7406
6.267 0.7368
6.283 0.7410
6.300 0.7392
6.317 0.7345
6.333 0.7377
6.350 0.7336
6.367 0.7334
6.383 0.7322
6.400 0.7338
6.417 0.7307
6.433 0.7287
6.450 0.7273
6.467 0.7270
6.483 0.7215
6.500 0.7267
6.517 0.7247
6.533 0.7244
6.550 0.7231
6.567 0.7175
6.583 0.7168
6.600 0.7175
6.617 0.7165
6.633 0.7145
6.650 0.7152
6.667 0.7125
6.683 0.7126
6.700 0.7155
6.717 0.7140
Time Displacement
(min) (ft)
6.733 0.7068
6.750 0.7056
6.767 0.7084
6.783 0.7086
6.800 0.7064
6.817 0.7044
6.833 0.7038
6.850 0.7026
6.867 0.7019
6.883 0.6993
6.900 0.6984
6.917 0.6971
6.933 0.6955
6.950 0.6970
6.967 0.6974
6.983 0.6957
7.000 0.6902
7.017 0.6928
7.033 0.6918
7.050 0.6880
7.067 0.6868
7.083 0.6875
7.100 0.6846
7.117 0.6887
7.133 0.6860
7.150 0.6864
7.167 0.6801
7.183 0.6826
7.200 0.6858
7.217 0.6804
7.233 0.6794
7.250 0.6785
7.267 0.6772
7.283 0.6747
7.300 0.6720
7.317 0.6771
7.333 0.6724
7.350 0.6717
7.367 0.6705
7.383 0.6710
7.400 0.6711
Time Displacement
(min) (ft)
7.417 0.6699
7.433 0.6630
7.450 0.6687
7.467 0.6654
7.483 0.6664
7.500 0.6684
7.517 0.6651
7.533 0.6615
7.550 0.6611
7.567 0.6585
7.583 0.6583
7.600 0.6575
7.617 0.6556
7.633 0.6564
7.650 0.6568
7.667 0.6544
7.683 0.6553
7.700 0.6516
7.717 0.6510
7.733 0.6495
7.750 0.6470
7.767 0.6493
7.783 0.6479
7.800 0.6447
7.817 0.6427
7.833 0.6455
7.850 0.6450
7.867 0.6410
7.883 0.6421
7.900 0.6385
7.917 0.6409
7.933 0.6369
7.950 0.6383
7.967 0.6392
7.983 0.6395
8.000 0.6334
8.017 0.6368
8.033 0.6348
8.050 0.6331
8.067 0.6308
8.083 0.6310
Time Displacement
(min) (ft)
8.100 0.6313
8.117 0.6316
8.133 0.6290
8.150 0.6291
8.167 0.6276
8.183 0.6274
8.200 0.6253
8.217 0.6240
8.233 0.6252
8.250 0.6225
8.267 0.6231
8.283 0.6192
8.300 0.6165
8.317 0.6163
8.333 0.6204
8.350 0.6145
8.367 0.6163
8.383 0.6175
8.400 0.6129
8.417 0.6166
8.433 0.6140
8.450 0.6116
8.467 0.6109
8.483 0.6149
8.500 0.6092
8.517 0.6101
8.533 0.6068
8.550 0.6080
8.567 0.6071
8.583 0.6067
8.600 0.6049
8.617 0.6043
8.633 0.6020
8.650 0.6011
8.667 0.6020
8.683 0.6037
8.700 0.5989
8.717 0.6005
8.733 0.5995
8.750 0.5979
8.767 0.5931
Time Displacement
(min) (ft)
8.783 0.5919
8.800 0.5967
8.817 0.5943
8.833 0.5924
8.850 0.5914
8.867 0.5943
8.883 0.5922
8.900 0.5898
8.917 0.5908
8.933 0.5893
8.950 0.5876
8.967 0.5862
8.983 0.5818
9.000 0.5855
9.017 0.5873
9.033 0.5831
9.050 0.5824
9.067 0.5847
9.083 0.5793
9.100 0.5804
9.117 0.5797
9.133 0.5823
9.150 0.5761
9.167 0.5806
9.183 0.5758
9.200 0.5754
9.217 0.5731
9.233 0.5739
9.250 0.5722
9.267 0.5731
9.283 0.5674
9.300 0.5735
9.317 0.5688
9.333 0.5708
9.350 0.5709
9.367 0.5666
9.383 0.5662
9.400 0.5687
9.417 0.5665
9.433 0.5630
9.450 0.5654
Time Displacement
(min) (ft)
9.467 0.5632
9.483 0.5653
9.500 0.5618
9.517 0.5634
9.533 0.5640
9.550 0.5566
9.567 0.5604
9.583 0.5584
9.600 0.5568
9.617 0.5549
9.633 0.5556
9.650 0.5531
9.667 0.5539
9.683 0.5563
9.700 0.5578
9.717 0.5510
9.733 0.5510
9.750 0.5528
9.767 0.5506
9.783 0.5467
9.800 0.5502
9.817 0.5482
9.833 0.5456
9.850 0.5446
9.867 0.5437
9.883 0.5468
9.900 0.5419
9.917 0.5442
9.933 0.5431
9.950 0.5436
9.967 0.5458
9.983 0.5428
10.000 0.5402
10.017 0.5359
10.033 0.5362
10.050 0.5377
10.067 0.5395
10.083 0.5352
10.100 0.5348
10.117 0.5360
10.133 0.5335
Time Displacement
(min) (ft)
10.150 0.5314
10.167 0.5349
10.183 0.5279
10.200 0.5315
10.217 0.5310
10.233 0.5285
10.250 0.5310
10.267 0.5294
10.283 0.5262
10.300 0.5283
10.317 0.5275
10.333 0.5270
10.350 0.5243
10.367 0.5240
10.383 0.5241
10.400 0.5223
10.417 0.5219
10.433 0.5229
10.450 0.5204
10.467 0.5221
10.483 0.5205
10.500 0.5178
10.517 0.5166
10.533 0.5205
10.550 0.5164
10.567 0.5186
10.583 0.5191
10.600 0.5154
10.617 0.5146
10.633 0.5130
10.650 0.5170
10.667 0.5116
10.683 0.5134
10.700 0.5133
10.717 0.5147
10.733 0.5122
10.750 0.5125
10.767 0.5094
10.783 0.5103
10.800 0.5085
10.817 0.5063
Time Displacement
(min) (ft)
10.833 0.5058
10.850 0.5043
10.867 0.5046
10.883 0.5070
10.900 0.5039
10.917 0.5033
10.933 0.5037
10.950 0.4990
10.967 0.4976
10.983 0.5021
11.000 0.4987
11.017 0.4981
11.033 0.5003
11.050 0.4994
11.067 0.4979
11.083 0.4960
11.100 0.5015
11.117 0.4976
11.133 0.4992
11.150 0.4956
11.167 0.4957
11.183 0.4965
11.200 0.4940
11.217 0.4933
11.233 0.4920
11.250 0.4906
11.267 0.4896
11.283 0.4899
11.300 0.4912
11.317 0.4866
11.333 0.4883
11.350 0.4872
11.367 0.4868
11.383 0.4881
11.400 0.4863
11.417 0.4844
11.433 0.4860
11.450 0.4825
11.467 0.4819
11.483 0.4814
11.500 0.4823
Time Displacement
(min) (ft)
11.517 0.4836
11.533 0.4799
11.550 0.4817
11.567 0.4806
11.583 0.4799
11.600 0.4788
11.617 0.4776
11.633 0.4795
11.650 0.4767
11.667 0.4759
11.683 0.4755
11.700 0.4801
11.717 0.4751
11.733 0.4735
11.750 0.4766
11.767 0.4712
11.783 0.4725
11.800 0.4745
11.817 0.4715
11.833 0.4687
11.850 0.4711
11.867 0.4676
11.883 0.4700
11.900 0.4676
11.917 0.4681
11.933 0.4685
11.950 0.4662
11.967 0.4648
11.983 0.4641
12.000 0.4654
12.017 0.4649
12.033 0.4647
12.050 0.4653
12.067 0.4625
12.083 0.4619
12.100 0.4640
12.117 0.4593
12.133 0.4610
12.150 0.4600
12.167 0.4582
12.183 0.4555
Time Displacement
(min) (ft)
12.200 0.4555
12.217 0.4578
12.233 0.4557
12.250 0.4570
12.267 0.4570
12.283 0.4546
12.300 0.4544
12.317 0.4535
12.333 0.4537
12.350 0.4529
12.367 0.4518
12.383 0.4532
12.400 0.4528
12.417 0.4500
12.433 0.4494
12.450 0.4504
12.467 0.4489
12.483 0.4496
12.500 0.4472
12.517 0.4480
12.533 0.4472
12.550 0.4467
12.567 0.4439
12.583 0.4461
12.600 0.4442
12.617 0.4443
12.633 0.4448
12.650 0.4423
12.667 0.4435
12.683 0.4424
12.700 0.4441
12.717 0.4449
12.733 0.4411
12.750 0.4445
12.767 0.4430
12.783 0.4405
12.800 0.4398
12.817 0.4388
12.833 0.4379
12.850 0.4380
12.867 0.4441
Time Displacement
(min) (ft)
12.883 0.4363
12.900 0.4354
12.917 0.4357
12.933 0.4341
12.950 0.4344
12.967 0.4328
12.983 0.4333
13.000 0.4324
13.017 0.4349
13.033 0.4307
13.050 0.4319
13.067 0.4282
13.083 0.4304
13.100 0.4291
13.117 0.4307
13.133 0.4263
13.150 0.4289
13.167 0.4296
13.183 0.4297
13.200 0.4284
13.217 0.4252
13.233 0.4243
13.250 0.4273
13.267 0.4256
13.283 0.4208
13.300 0.4255
13.317 0.4222
13.333 0.4236
13.350 0.4236
13.367 0.4167
13.383 0.4211
13.400 0.4205
13.417 0.4201
13.433 0.4181
13.450 0.4145
13.467 0.4167
13.483 0.4192
13.500 0.4157
13.517 0.4183
13.533 0.4170
13.550 0.4165
Time Displacement
(min) (ft)
13.567 0.4193
13.583 0.4136
13.600 0.4120
13.617 0.4136
13.633 0.4141
13.650 0.4130
13.667 0.4157
13.683 0.4125
13.700 0.4109
13.717 0.4149
13.733 0.4128
13.750 0.4128
13.767 0.4116
13.783 0.4101
13.800 0.4107
13.817 0.4095
13.833 0.4084
13.850 0.4081
13.867 0.4090
13.883 0.4054
13.900 0.4074
13.917 0.4104
13.933 0.4040
13.950 0.4085
13.967 0.4036
13.983 0.4040
14.000 0.4060
14.017 0.4021
14.033 0.4022
14.050 0.4039
14.067 0.4048
14.083 0.3985
14.100 0.4034
14.117 0.4014
14.133 0.3985
14.150 0.4029
14.167 0.3977
14.183 0.3985
14.200 0.3992
14.217 0.3990
14.233 0.3961
Time Displacement
(min) (ft)
14.250 0.3981
14.267 0.3985
14.283 0.3970
14.300 0.3967
14.317 0.3971
14.333 0.3959
14.350 0.3957
14.367 0.3922
14.383 0.3958
14.400 0.3922
14.417 0.3894
14.433 0.3892
14.450 0.3933
14.467 0.3910
14.483 0.3886
14.500 0.3892
14.517 0.3901
14.533 0.3911
14.550 0.3877
14.567 0.3896
14.583 0.3875
14.600 0.3871
14.617 0.3915
14.633 0.3878
14.650 0.3852
14.667 0.3874
14.683 0.3867
14.700 0.3824
14.717 0.3847
14.733 0.3839
14.750 0.3806
14.767 0.3796
14.783 0.3832
14.800 0.3825
14.817 0.3808
14.833 0.3814
14.850 0.3824
14.867 0.3801
14.883 0.3822
14.900 0.3776
14.917 0.3832
Time Displacement
(min) (ft)
14.933 0.3801
14.950 0.3799
14.967 0.3788
14.983 0.3796
15.000 0.3780
15.017 0.3787
15.033 0.3783
15.050 0.3768
15.067 0.3767
15.083 0.3743
15.100 0.3755
15.117 0.3762
15.133 0.3758
15.150 0.3725
15.167 0.3733
15.183 0.3743
15.200 0.3733
15.217 0.3736
15.233 0.3741
15.250 0.3696
15.267 0.3719
15.283 0.3692
15.300 0.3688
15.317 0.3693
15.333 0.3714
15.350 0.3664
15.367 0.3723
15.383 0.3711
15.400 0.3695
15.417 0.3679
15.433 0.3702
15.450 0.3678
15.467 0.3652
15.483 0.3659
15.500 0.3676
15.517 0.3662
15.533 0.3661
15.550 0.3638
15.567 0.3623
15.583 0.3652
15.600 0.3635
Time Displacement
(min) (ft)
15.617 0.3629
15.633 0.3602
15.650 0.3642
15.667 0.3552
15.683 0.3576
15.700 0.3619
15.717 0.3642
15.733 0.3589
15.750 0.3616
15.767 0.3637
15.783 0.3595
15.800 0.3589
15.817 0.3589
15.833 0.3590
15.850 0.3574
15.867 0.3592
15.883 0.3568
15.900 0.3545
15.917 0.3600
15.933 0.3535
15.950 0.3561
15.967 0.3557
15.983 0.3569
16.000 0.3543
16.017 0.3540
16.033 0.3541
16.050 0.3538
16.067 0.3547
16.083 0.3533
16.100 0.3514
16.117 0.3529
16.133 0.3499
16.150 0.3545
16.167 0.3507
16.183 0.3524
16.200 0.3513
16.217 0.3507
16.233 0.3502
16.250 0.3511
16.267 0.3499
16.283 0.3508
Time Displacement
(min) (ft)
16.300 0.3478
16.317 0.3511
16.333 0.3494
16.350 0.3473
16.367 0.3466
16.383 0.3490
16.400 0.3444
16.417 0.3478
16.433 0.3461
16.450 0.3453
16.467 0.3426
16.483 0.3445
16.500 0.3455
16.517 0.3450
16.533 0.3471
16.550 0.3423
16.567 0.3418
16.583 0.3449
16.600 0.3396
16.617 0.3420
16.633 0.3462
16.650 0.3411
16.667 0.3382
16.683 0.3387
16.700 0.3387
16.717 0.3392
16.733 0.3395
16.750 0.3404
16.767 0.3392
16.783 0.3383
16.800 0.3387
16.817 0.3356
16.833 0.3399
16.850 0.3382
16.867 0.3361
16.883 0.3340
16.900 0.3368
16.917 0.3332
16.933 0.3356
16.950 0.3335
16.967 0.3347
Time Displacement
(min) (ft)
16.983 0.3295
17.000 0.3352
17.017 0.3333
17.033 0.3313
17.050 0.3336
17.067 0.3365
17.083 0.3288
17.100 0.3332
17.117 0.3320
17.133 0.3287
17.150 0.3352
17.167 0.3291
17.183 0.3301
17.200 0.3281
17.217 0.3263
17.233 0.3298
17.250 0.3301
17.267 0.3309
17.283 0.3287
17.300 0.3262
17.317 0.3258
17.333 0.3263
17.350 0.3301
17.367 0.3272
17.383 0.3236
17.400 0.3278
17.417 0.3239
17.433 0.3275
17.450 0.3234
17.467 0.3248
17.483 0.3254
17.500 0.3236
17.517 0.3246
17.533 0.3242
17.550 0.3241
17.567 0.3257
17.583 0.3224
17.600 0.3225
17.617 0.3205
17.633 0.3239
17.650 0.3241
Time Displacement
(min) (ft)
17.667 0.3232
17.683 0.3220
17.700 0.3207
17.717 0.3232
17.733 0.3212
17.750 0.3203
17.767 0.3201
17.783 0.3173
17.800 0.3174
17.817 0.3149
17.833 0.3181
17.850 0.3182
17.867 0.3167
17.883 0.3123
17.900 0.3186
17.917 0.3186
17.933 0.3161
17.950 0.3158
17.967 0.3169
17.983 0.3160
18.000 0.3133
18.017 0.3168
18.033 0.3136
18.050 0.3127
18.067 0.3147
18.083 0.3138
18.100 0.3125
18.117 0.3135
18.133 0.3123
18.150 0.3126
18.167 0.3121
18.183 0.3096
18.200 0.3154
18.217 0.3116
18.233 0.3104
18.250 0.3072
18.267 0.3113
18.283 0.3079
18.300 0.3131
18.317 0.3105
18.333 0.3101
Time Displacement
(min) (ft)
18.350 0.3122
18.367 0.3114
18.383 0.3091
18.400 0.3083
18.417 0.3083
18.433 0.3076
18.450 0.3084
18.467 0.3080
18.483 0.3069
18.500 0.3076
18.517 0.3059
18.533 0.3031
18.550 0.3043
18.567 0.3052
18.583 0.3052
18.600 0.3082
18.617 0.3062
18.633 0.3071
18.650 0.3038
18.667 0.3049
18.683 0.3077
18.700 0.3056
18.717 0.3006
18.733 0.2996
18.750 0.3050
18.767 0.3054
18.783 0.3026
18.800 0.3009
18.817 0.3047
18.833 0.3020
18.850 0.3026
18.867 0.2995
18.883 0.3030
18.900 0.3020
18.917 0.2989
18.933 0.2995
18.950 0.2992
18.967 0.2975
18.983 0.2974
19.000 0.3003
19.017 0.2954
Time Displacement
(min) (ft)
19.033 0.2989
19.050 0.2997
19.067 0.2973
19.083 0.2987
19.100 0.2990
19.117 0.2982
19.133 0.2954
19.150 0.2954
19.167 0.2955
19.183 0.2942
19.200 0.2954
19.217 0.2954
19.233 0.2936
19.250 0.2956
19.267 0.2945
19.283 0.2946
19.300 0.2949
19.317 0.2979
19.333 0.2954
19.350 0.2955
19.367 0.2930
19.383 0.2953
19.400 0.2941
19.417 0.2957
19.433 0.2948
19.450 0.2916
19.467 0.2926
19.483 0.2912
19.500 0.2903
19.517 0.2913
19.533 0.2922
19.550 0.2895
19.567 0.2915
19.583 0.2875
19.600 0.2899
19.617 0.2875
19.633 0.2945
19.650 0.2926
19.667 0.2910
19.683 0.2833
19.700 0.2875
Time Displacement
(min) (ft)
19.717 0.2857
19.733 0.2898
19.750 0.2851
19.767 0.2847
19.783 0.2859
19.800 0.2868
19.817 0.2858
19.833 0.2849
19.850 0.2842
19.867 0.2857
19.883 0.2843
19.900 0.2868
19.917 0.2842
19.933 0.2863
19.950 0.2834
19.967 0.2831
19.983 0.2816
20.000 0.2843
20.017 0.2838
20.033 0.2824
20.050 0.2820
20.067 0.2816
20.083 0.2800
20.100 0.2831
20.117 0.2797
20.133 0.2819
20.150 0.2801
20.167 0.2807
20.183 0.2807
20.200 0.2789
20.217 0.2789
20.233 0.2815
20.250 0.2794
20.267 0.2771
20.283 0.2776
20.300 0.2813
20.317 0.2773
20.333 0.2772
20.350 0.2774
20.367 0.2778
20.383 0.2791
Time Displacement
(min) (ft)
20.400 0.2725
20.417 0.2753
20.433 0.2766
20.450 0.2739
20.467 0.2765
20.483 0.2746
20.500 0.2775
20.517 0.2751
20.533 0.2778
20.550 0.2735
20.567 0.2755
20.583 0.2768
20.600 0.2758
20.617 0.2746
20.633 0.2739
20.650 0.2741
20.667 0.2749
20.683 0.2703
20.700 0.2746
20.717 0.2740
20.733 0.2730
20.750 0.2695
20.767 0.2753
20.783 0.2732
20.800 0.2693
20.817 0.2666
20.833 0.2701
20.850 0.2719
20.867 0.2677
20.883 0.2661
20.900 0.2694
20.917 0.2718
20.933 0.2677
20.950 0.2709
20.967 0.2660
20.983 0.2688
21.000 0.2705
21.017 0.2649
21.033 0.2674
21.050 0.2667
21.067 0.2687
Time Displacement
(min) (ft)
21.083 0.2687
21.100 0.2651
21.117 0.2631
21.133 0.2694
21.150 0.2676
21.167 0.2663
21.183 0.2672
21.200 0.2686
21.217 0.2627
21.233 0.2620
21.250 0.2665
21.267 0.2639
21.283 0.2655
21.300 0.2631
21.317 0.2639
21.333 0.2618
21.350 0.2639
21.367 0.2632
21.383 0.2644
21.400 0.2611
21.417 0.2639
21.433 0.2643
21.450 0.2649
21.467 0.2651
21.483 0.2613
21.500 0.2612
21.517 0.2626
21.533 0.2598
21.550 0.2606
21.567 0.2612
21.583 0.2623
21.600 0.2598
21.617 0.2621
21.633 0.2568
21.650 0.2584
21.667 0.2615
21.683 0.2592
21.700 0.2620
21.717 0.2591
21.733 0.2610
21.750 0.2588
Time Displacement
(min) (ft)
21.767 0.2559
21.783 0.2605
21.800 0.2598
21.817 0.2579
21.833 0.2575
21.850 0.2569
21.867 0.2567
21.883 0.2586
21.900 0.2593
21.917 0.2555
21.933 0.2569
21.950 0.2552
21.967 0.2546
21.983 0.2549
22.000 0.2534
22.017 0.2605
22.033 0.2517
22.050 0.2540
22.067 0.2576
22.083 0.2569
22.100 0.2528
22.117 0.2540
22.133 0.2531
22.150 0.2565
22.167 0.2544
22.183 0.2533
22.200 0.2573
22.217 0.2523
22.233 0.2560
22.250 0.2515
22.267 0.2509
22.283 0.2549
22.300 0.2527
22.317 0.2516
22.333 0.2546
22.350 0.2518
22.367 0.2515
22.383 0.2533
22.400 0.2507
22.417 0.2496
22.433 0.2526
Time Displacement
(min) (ft)
22.450 0.2484
22.467 0.2526
22.483 0.2498
22.500 0.2492
22.517 0.2496
22.533 0.2499
22.550 0.2490
22.567 0.2493
22.583 0.2490
22.600 0.2516
22.617 0.2481
22.633 0.2488
22.650 0.2458
22.667 0.2486
22.683 0.2476
22.700 0.2474
22.717 0.2462
22.733 0.2460
22.750 0.2469
22.767 0.2476
22.783 0.2455
22.800 0.2424
22.817 0.2468
22.833 0.2435
22.850 0.2463
22.867 0.2431
22.883 0.2458
22.900 0.2425
22.917 0.2467
22.933 0.2425
22.950 0.2449
22.967 0.2464
22.983 0.2437
23.000 0.2431
23.017 0.2448
23.033 0.2433
23.050 0.2438
23.067 0.2438
23.083 0.2433
23.100 0.2397
23.117 0.2454
Time Displacement
(min) (ft)
23.133 0.2392
23.150 0.2453
23.167 0.2399
23.183 0.2437
23.200 0.2415
23.217 0.2438
23.233 0.2401
23.250 0.2417
23.267 0.2409
23.283 0.2404
23.300 0.2404
23.317 0.2400
23.333 0.2428
23.350 0.2373
23.367 0.2391
23.383 0.2404
23.400 0.2375
23.417 0.2402
23.433 0.2412
23.450 0.2420
23.467 0.2395
23.483 0.2374
23.500 0.2362
23.517 0.2382
23.533 0.2369
23.550 0.2385
23.567 0.2395
23.583 0.2401
23.600 0.2368
23.617 0.2385
23.633 0.2367
23.650 0.2382
23.667 0.2368
23.683 0.2348
23.700 0.2408
23.717 0.2367
23.733 0.2384
23.750 0.2387
23.767 0.2333
23.783 0.2376
23.800 0.2335
Time Displacement
(min) (ft)
23.817 0.2369
23.833 0.2367
23.850 0.2339
23.867 0.2349
23.883 0.2356
23.900 0.2349
23.917 0.2351
23.933 0.2310
23.950 0.2361
23.967 0.2340
23.983 0.2311
24.000 0.2324
24.017 0.2341
24.033 0.2369
24.050 0.2335
24.067 0.2370
24.083 0.2340
24.100 0.2335
24.117 0.2320
24.133 0.2325
24.150 0.2347
24.167 0.2322
24.183 0.2311
24.200 0.2329
24.217 0.2321
24.233 0.2277
24.250 0.2318
24.267 0.2300
24.283 0.2319
24.300 0.2331
24.317 0.2336
24.333 0.2293
24.350 0.2332
24.367 0.2291
24.383 0.2321
24.400 0.2289
24.417 0.2289
24.433 0.2297
24.450 0.2251
24.467 0.2305
24.483 0.2260
Time Displacement
(min) (ft)
24.500 0.2306
24.517 0.2238
24.533 0.2290
24.550 0.2281
24.567 0.2298
24.583 0.2290
24.600 0.2293
24.617 0.2282
24.633 0.2290
24.650 0.2288
24.667 0.2255
24.683 0.2285
24.700 0.2267
24.717 0.2264
24.733 0.2264
24.750 0.2288
24.767 0.2267
24.783 0.2248
24.800 0.2265
24.817 0.2281
24.833 0.2253
24.850 0.2238
24.867 0.2248
24.883 0.2246
24.900 0.2272
24.917 0.2248
24.933 0.2263
24.950 0.2219
24.967 0.2243
24.983 0.2261
25.000 0.2259
25.017 0.2217
25.033 0.2227
25.050 0.2217
25.067 0.2222
25.083 0.2241
25.100 0.2232
25.117 0.2203
25.133 0.2239
25.150 0.2237
25.167 0.2219
Time Displacement
(min) (ft)
25.183 0.2224
25.200 0.2223
25.217 0.2218
25.233 0.2228
25.250 0.2233
25.267 0.2216
25.283 0.2198
25.300 0.2202
25.317 0.2216
25.333 0.2242
25.350 0.2195
25.367 0.2214
25.383 0.2188
25.400 0.2214
25.417 0.2189
25.433 0.2203
25.450 0.2188
25.467 0.2203
25.483 0.2212
25.500 0.2189
25.517 0.2233
25.533 0.2208
25.550 0.2204
25.567 0.2160
25.583 0.2197
25.600 0.2159
25.617 0.2226
25.633 0.2226
25.650 0.2175
25.667 0.2188
25.683 0.2169
25.700 0.2171
25.717 0.2157
25.733 0.2190
25.750 0.2192
25.767 0.2169
25.783 0.2143
25.800 0.2182
25.817 0.2170
25.833 0.2180
25.850 0.2183
Time Displacement
(min) (ft)
25.867 0.2138
25.883 0.2181
25.900 0.2144
25.917 0.2142
25.933 0.2132
25.950 0.2180
25.967 0.2157
25.983 0.2157
26.000 0.2148
26.017 0.2152
26.033 0.2135
26.050 0.2149
26.067 0.2139
26.083 0.2131
26.100 0.2147
26.117 0.2155
26.133 0.2184
26.150 0.2108
26.167 0.2149
26.183 0.2116
26.200 0.2133
26.217 0.2127
26.233 0.2158
26.250 0.2142
26.267 0.2146
26.283 0.2149
26.300 0.2137
26.317 0.2145
26.333 0.2129
26.350 0.2165
26.367 0.2099
26.383 0.2156
26.400 0.2092
26.417 0.2111
26.433 0.2117
26.450 0.2147
26.467 0.2104
26.483 0.2107
26.500 0.2097
26.517 0.2109
26.533 0.2135
Time Displacement
(min) (ft)
26.550 0.2140
26.567 0.2093
26.583 0.2126
26.600 0.2114
26.617 0.2109
26.633 0.2095
26.650 0.2128
26.667 0.2121
26.683 0.2124
26.700 0.2108
26.717 0.2109
26.733 0.2115
26.750 0.2138
26.767 0.2090
26.783 0.2091
26.800 0.2055
26.817 0.2082
26.833 0.2070
26.850 0.2099
26.867 0.2082
26.883 0.2080
26.900 0.2087
26.917 0.2094
26.933 0.2087
26.950 0.2094
26.967 0.2069
26.983 0.2060
27.000 0.2093
27.017 0.2138
27.033 0.2110
27.050 0.2079
27.067 0.2122
27.083 0.2070
27.100 0.2075
27.117 0.2084
27.133 0.2062
27.150 0.2053
27.167 0.2029
27.183 0.2086
27.200 0.2077
27.217 0.2051
Time Displacement
(min) (ft)
27.233 0.2069
27.250 0.2045
27.267 0.2062
27.283 0.2077
27.300 0.2056
27.317 0.2039
27.333 0.2070
27.350 0.2052
27.367 0.2056
27.383 0.2078
27.400 0.2044
27.417 0.2076
27.433 0.2043
27.450 0.2058
27.467 0.2058
27.483 0.2034
27.500 0.2039
27.517 0.2024
27.533 0.2065
27.550 0.2082
27.567 0.2058
27.583 0.2032
27.600 0.2054
27.617 0.2019
27.633 0.2034
27.650 0.2032
27.667 0.2065
27.683 0.2040
27.700 0.2022
27.717 0.2000
27.733 0.2051
27.750 0.2015
27.767 0.1999
27.783 0.2036
27.800 0.1993
27.817 0.1985
27.833 0.1996
27.850 0.2008
27.867 0.2005
27.883 0.2037
27.900 0.1997
Time Displacement
(min) (ft)
27.917 0.2006
27.933 0.1988
27.950 0.1990
27.967 0.2008
27.983 0.2033
28.000 0.2003
28.017 0.2007
28.033 0.2024
28.050 0.1986
28.067 0.2007
28.083 0.1963
28.100 0.2014
28.117 0.2012
28.133 0.1998
28.150 0.1989
28.167 0.1946
28.183 0.1972
28.200 0.1977
28.217 0.1998
28.233 0.1991
28.250 0.1983
28.267 0.2001
28.283 0.1982
28.300 0.1997
28.317 0.1993
28.333 0.1990
28.350 0.1998
28.367 0.1971
28.383 0.1951
28.400 0.1993
28.417 0.1992
28.433 0.1968
28.450 0.1966
28.467 0.2004
28.483 0.1983
28.500 0.1969
28.517 0.1973
28.533 0.1980
28.550 0.1941
28.567 0.1964
28.583 0.1962
Time Displacement
(min) (ft)
28.600 0.1962
28.617 0.1947
28.633 0.1960
28.650 0.1962
28.667 0.1926
28.683 0.1946
28.700 0.1953
28.717 0.1955
28.733 0.1944
28.750 0.1889
28.767 0.1922
28.783 0.1922
28.800 0.2029
28.817 0.1949
28.833 0.1976
28.850 0.1929
28.867 0.1951
28.883 0.1961
28.900 0.1969
28.917 0.1907
28.933 0.1948
28.950 0.1950
28.967 0.1933
28.983 0.1913
29.000 0.1921
29.017 0.1936
29.033 0.1949
29.050 0.1949
29.067 0.1904
29.083 0.1929
29.100 0.1936
29.117 0.1947
29.133 0.1960
29.150 0.1912
29.167 0.1917
29.183 0.1942
29.200 0.1936
29.217 0.1902
29.233 0.1937
29.250 0.1904
29.267 0.1929
Time Displacement
(min) (ft)
29.283 0.1905
29.300 0.1919
29.317 0.1905
29.333 0.1917
29.350 0.1908
29.367 0.1894
29.383 0.1955
29.400 0.1922
29.417 0.1921
29.433 0.1902
29.450 0.1934
29.467 0.1921
29.483 0.1878
29.500 0.1914
29.517 0.1930
29.533 0.1899
29.550 0.1874
29.567 0.1905
29.583 0.1911
29.600 0.1887
29.617 0.1891
29.633 0.1876
29.650 0.1910
29.667 0.1873
29.683 0.1871
29.700 0.1867
29.717 0.1891
29.733 0.1915
29.750 0.1895
29.767 0.1888
29.783 0.1916
29.800 0.1899
29.817 0.1857
29.833 0.1881
29.850 0.1872
29.867 0.1895
29.883 0.1907
29.900 0.1901
29.917 0.1888
29.933 0.1879
29.950 0.1897
Time Displacement
(min) (ft)
29.967 0.1862
29.983 0.1866
30.000 0.1901

0. 6. 12. 18. 24. 30.
0.1
1.
10.
Time (min)
Di
s
p
l
a
c
e
m
e
n
t

(
f
t
)
WELL TEST ANALYSIS
Data Set: F:\...\MW-4 Graph.aqt
Date: 09/21/23 Time: 11:52:47
PROJECT INFORMATION
Company: Geological Resources, Inc.
Client: The Crossroads
Project: 5737
Location: Salisbury, NC
Test Well: MW-4
Test Date: 8/23/2023
AQUIFER DATA
Saturated Thickness: 42.14 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (MW-4)
Initial Displacement: 1.75 ft Static Water Column Height: 15.96 ft
Total Well Penetration Depth: 15.96 ft Screen Length: 10. ft
Casing Radius: 0.085 ft Well Radius: 0.25 ft
SOLUTION
Aquifer Model: Unconfined Solution Method: Bouwer-Rice
K = 4.154E-5 ft/min y0 = 0.5582 ft
Page Item Value Remarks
NA Static depth to water (SDTW) from TOC SDTW 14.04 Test well (ft)
Initial DTW (IDTW) - after remove/introduce slug from TOC IDTW 15.79 Test well (ft)
Total well depth (TWD)TWD 30.00 Test well (ft)
Top of Casing Elevation (TOC)TOC 101.21 Test well (ft)
Highest ground water elevation at site (HGWE)HGWE 87.14 All site wells (ft)
Deepest well depth elevation (DWDE)DWDE 45.00 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 15.96 TWD minus SDTW (ft)
Well #MW-4 Test well ID
7 b: Saturated thickness of aquifer b 42.14
HGWE - DWDE
* If no telescoping well, use H
KV/KH: Vertical/Horizontal KV/KH 0.10 Use 0.1
8 D: Casing length D 5.96 TWD minus SDTW minus screen length (ft)
L: Well screen length L 10.00 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)0.2500 1/2 auger outside diameter (ft)
R(sk): Well skin radius R(sk)0.2500 1/2 auger outside diameter (ft)
8/23/2023
AQTESOLV DATA ENTRY FORM
(For wells screened BELOW water table)
The Crossroads
Salisbury, NC
MW-4
File: AQTESOLV Data Entry Form
The Crossroads
Well MW-4
Test Date 08/23/23
Initial DTW (ft) 14.04

Time Displacement
(min) (ft)
0.000 0.000
0.017 1.312
0.033 2.157
0.050 1.331
0.067 1.535
0.083 1.421
0.100 1.383
0.117 1.361
0.133 1.320
0.150 1.290
0.167 1.256
0.183 1.230
0.200 1.202
0.217 1.182
0.233 1.153
0.250 1.132
0.267 1.061
0.283 1.110
0.300 1.055
0.317 1.063
0.333 1.023
0.350 1.014
0.367 0.993
0.383 0.979
0.400 0.965
0.417 0.949
0.433 0.933
0.450 0.920
0.467 0.907
0.483 0.891
0.500 0.882
0.517 0.871
0.533 0.861
0.550 0.849
0.567 0.835
Time Displacement
(min) (ft)
0.583 0.829
0.600 0.813
0.617 0.807
0.633 0.794
0.650 0.786
0.667 0.779
0.683 0.771
0.700 0.763
0.717 0.755
0.733 0.747
0.750 0.744
0.767 0.737
0.783 0.729
0.800 0.726
0.817 0.718
0.833 0.713
0.850 0.706
0.867 0.698
0.883 0.693
0.900 0.689
0.917 0.687
0.933 0.684
0.950 0.677
0.967 0.671
0.983 0.663
1.000 0.660
1.017 0.657
1.033 0.650
1.050 0.648
1.067 0.645
1.083 0.644
1.100 0.640
1.117 0.636
1.133 0.636
1.150 0.634
1.167 0.630
1.183 0.625
1.200 0.624
1.217 0.618
1.233 0.616
1.250 0.612
Time Displacement
(min) (ft)
1.267 0.608
1.283 0.608
1.300 0.606
1.317 0.605
1.333 0.603
1.350 0.598
1.367 0.601
1.383 0.597
1.400 0.594
1.417 0.594
1.433 0.593
1.450 0.590
1.467 0.585
1.483 0.584
1.500 0.586
1.517 0.582
1.533 0.581
1.550 0.580
1.567 0.578
1.583 0.576
1.600 0.576
1.617 0.574
1.633 0.572
1.650 0.570
1.667 0.567
1.683 0.570
1.700 0.570
1.717 0.569
1.733 0.564
1.750 0.565
1.767 0.561
1.783 0.559
1.800 0.562
1.817 0.557
1.833 0.557
1.850 0.559
1.867 0.555
1.883 0.556
1.900 0.554
1.917 0.552
1.933 0.554
Time Displacement
(min) (ft)
1.950 0.550
1.967 0.549
1.983 0.547
2.000 0.546
2.017 0.549
2.033 0.547
2.050 0.545
2.067 0.545
2.083 0.544
2.100 0.544
2.117 0.543
2.133 0.545
2.150 0.544
2.167 0.540
2.183 0.537
2.200 0.539
2.217 0.537
2.233 0.538
2.250 0.540
2.267 0.536
2.283 0.532
2.300 0.535
2.317 0.531
2.333 0.533
2.350 0.533
2.367 0.533
2.383 0.530
2.400 0.530
2.417 0.530
2.433 0.530
2.450 0.528
2.467 0.526
2.483 0.529
2.500 0.525
2.517 0.524
2.533 0.524
2.550 0.527
2.567 0.523
2.583 0.519
2.600 0.518
2.617 0.519
Time Displacement
(min) (ft)
2.633 0.517
2.650 0.521
2.667 0.517
2.683 0.521
2.700 0.515
2.717 0.517
2.733 0.515
2.750 0.513
2.767 0.514
2.783 0.518
2.800 0.515
2.817 0.513
2.833 0.511
2.850 0.510
2.867 0.511
2.883 0.511
2.900 0.512
2.917 0.512
2.933 0.510
2.950 0.509
2.967 0.509
2.983 0.506
3.000 0.509
3.017 0.509
3.033 0.509
3.050 0.507
3.067 0.507
3.083 0.508
3.100 0.505
3.117 0.505
3.133 0.506
3.150 0.504
3.167 0.502
3.183 0.502
3.200 0.502
3.217 0.502
3.233 0.500
3.250 0.502
3.267 0.498
3.283 0.503
3.300 0.499
Time Displacement
(min) (ft)
3.317 0.499
3.333 0.495
3.350 0.496
3.367 0.496
3.383 0.496
3.400 0.495
3.417 0.493
3.433 0.498
3.450 0.495
3.467 0.495
3.483 0.495
3.500 0.497
3.517 0.497
3.533 0.494
3.550 0.493
3.567 0.492
3.583 0.490
3.600 0.490
3.617 0.488
3.633 0.487
3.650 0.490
3.667 0.483
3.683 0.488
3.700 0.488
3.717 0.487
3.733 0.487
3.750 0.484
3.767 0.484
3.783 0.487
3.800 0.482
3.817 0.483
3.833 0.486
3.850 0.484
3.867 0.484
3.883 0.482
3.900 0.485
3.917 0.482
3.933 0.481
3.950 0.482
3.967 0.481
3.983 0.481
Time Displacement
(min) (ft)
4.000 0.475
4.017 0.484
4.033 0.479
4.050 0.477
4.067 0.480
4.083 0.477
4.100 0.477
4.117 0.476
4.133 0.478
4.150 0.478
4.167 0.474
4.183 0.478
4.200 0.474
4.217 0.479
4.233 0.476
4.250 0.473
4.267 0.473
4.283 0.473
4.300 0.476
4.317 0.475
4.333 0.472
4.350 0.470
4.367 0.473
4.383 0.471
4.400 0.469
4.417 0.471
4.433 0.469
4.450 0.473
4.467 0.467
4.483 0.468
4.500 0.471
4.517 0.470
4.533 0.466
4.550 0.470
4.567 0.470
4.583 0.463
4.600 0.466
4.617 0.465
4.633 0.467
4.650 0.469
4.667 0.468
Time Displacement
(min) (ft)
4.683 0.466
4.700 0.467
4.717 0.460
4.733 0.467
4.750 0.464
4.767 0.464
4.783 0.463
4.800 0.462
4.817 0.460
4.833 0.464
4.850 0.463
4.867 0.464
4.883 0.465
4.900 0.465
4.917 0.465
4.933 0.464
4.950 0.462
4.967 0.458
4.983 0.462
5.000 0.459
5.017 0.458
5.033 0.460
5.050 0.459
5.067 0.460
5.083 0.461
5.100 0.460
5.117 0.460
5.133 0.455
5.150 0.459
5.167 0.453
5.183 0.461
5.200 0.458
5.217 0.456
5.233 0.456
5.250 0.460
5.267 0.454
5.283 0.456
5.300 0.456
5.317 0.455
5.333 0.457
5.350 0.455
Time Displacement
(min) (ft)
5.367 0.454
5.383 0.457
5.400 0.454
5.417 0.457
5.433 0.455
5.450 0.454
5.467 0.452
5.483 0.453
5.500 0.451
5.517 0.455
5.533 0.451
5.550 0.455
5.567 0.453
5.583 0.452
5.600 0.453
5.617 0.451
5.633 0.448
5.650 0.449
5.667 0.455
5.683 0.453
5.700 0.447
5.717 0.451
5.733 0.448
5.750 0.449
5.767 0.448
5.783 0.448
5.800 0.449
5.817 0.449
5.833 0.449
5.850 0.445
5.867 0.447
5.883 0.446
5.900 0.450
5.917 0.448
5.933 0.447
5.950 0.447
5.967 0.443
5.983 0.446
6.000 0.445
6.017 0.447
6.033 0.446
Time Displacement
(min) (ft)
6.050 0.448
6.067 0.446
6.083 0.445
6.100 0.444
6.117 0.445
6.133 0.446
6.150 0.443
6.167 0.441
6.183 0.439
6.200 0.442
6.217 0.445
6.233 0.441
6.250 0.440
6.267 0.440
6.283 0.440
6.300 0.440
6.317 0.444
6.333 0.439
6.350 0.441
6.367 0.441
6.383 0.442
6.400 0.438
6.417 0.438
6.433 0.442
6.450 0.440
6.467 0.440
6.483 0.443
6.500 0.439
6.517 0.441
6.533 0.439
6.550 0.440
6.567 0.437
6.583 0.435
6.600 0.436
6.617 0.434
6.633 0.438
6.650 0.440
6.667 0.438
6.683 0.437
6.700 0.435
6.717 0.434
Time Displacement
(min) (ft)
6.733 0.436
6.750 0.435
6.767 0.437
6.783 0.432
6.800 0.435
6.817 0.434
6.833 0.433
6.850 0.433
6.867 0.437
6.883 0.433
6.900 0.433
6.917 0.431
6.933 0.434
6.950 0.434
6.967 0.432
6.983 0.433
7.000 0.432
7.017 0.429
7.033 0.431
7.050 0.432
7.067 0.429
7.083 0.432
7.100 0.431
7.117 0.430
7.133 0.431
7.150 0.428
7.167 0.428
7.183 0.432
7.200 0.428
7.217 0.433
7.233 0.429
7.250 0.433
7.267 0.427
7.283 0.428
7.300 0.430
7.317 0.430
7.333 0.427
7.350 0.427
7.367 0.426
7.383 0.427
7.400 0.428
Time Displacement
(min) (ft)
7.417 0.425
7.433 0.427
7.450 0.427
7.467 0.428
7.483 0.423
7.500 0.425
7.517 0.425
7.533 0.422
7.550 0.425
7.567 0.422
7.583 0.424
7.600 0.421
7.617 0.423
7.633 0.421
7.650 0.421
7.667 0.422
7.683 0.419
7.700 0.421
7.717 0.425
7.733 0.423
7.750 0.423
7.767 0.423
7.783 0.421
7.800 0.424
7.817 0.418
7.833 0.421
7.850 0.420
7.867 0.418
7.883 0.422
7.900 0.417
7.917 0.420
7.933 0.418
7.950 0.416
7.967 0.420
7.983 0.420
8.000 0.416
8.017 0.418
8.033 0.419
8.050 0.419
8.067 0.422
8.083 0.418
Time Displacement
(min) (ft)
8.100 0.416
8.117 0.418
8.133 0.416
8.150 0.420
8.167 0.417
8.183 0.418
8.200 0.416
8.217 0.419
8.233 0.415
8.250 0.417
8.267 0.416
8.283 0.416
8.300 0.414
8.317 0.415
8.333 0.415
8.350 0.413
8.367 0.412
8.383 0.411
8.400 0.416
8.417 0.415
8.433 0.413
8.450 0.414
8.467 0.412
8.483 0.415
8.500 0.413
8.517 0.413
8.533 0.410
8.550 0.412
8.567 0.410
8.583 0.415
8.600 0.411
8.617 0.411
8.633 0.410
8.650 0.412
8.667 0.414
8.683 0.409
8.700 0.410
8.717 0.414
8.733 0.408
8.750 0.410
8.767 0.408
Time Displacement
(min) (ft)
8.783 0.411
8.800 0.407
8.817 0.408
8.833 0.411
8.850 0.409
8.867 0.412
8.883 0.412
8.900 0.408
8.917 0.405
8.933 0.409
8.950 0.405
8.967 0.408
8.983 0.408
9.000 0.407
9.017 0.408
9.033 0.408
9.050 0.406
9.067 0.404
9.083 0.403
9.100 0.405
9.117 0.404
9.133 0.407
9.150 0.405
9.167 0.406
9.183 0.407
9.200 0.404
9.217 0.404
9.233 0.404
9.250 0.406
9.267 0.406
9.283 0.402
9.300 0.407
9.317 0.404
9.333 0.403
9.350 0.405
9.367 0.406
9.383 0.403
9.400 0.405
9.417 0.401
9.433 0.401
9.450 0.403
Time Displacement
(min) (ft)
9.467 0.403
9.483 0.400
9.500 0.402
9.517 0.402
9.533 0.400
9.550 0.403
9.567 0.398
9.583 0.402
9.600 0.403
9.617 0.400
9.633 0.401
9.650 0.399
9.667 0.402
9.683 0.400
9.700 0.399
9.717 0.396
9.733 0.399
9.750 0.399
9.767 0.398
9.783 0.398
9.800 0.396
9.817 0.398
9.833 0.399
9.850 0.396
9.867 0.398
9.883 0.395
9.900 0.395
9.917 0.396
9.933 0.393
9.950 0.401
9.967 0.397
9.983 0.396
10.000 0.395
10.017 0.395
10.033 0.397
10.050 0.394
10.067 0.398
10.083 0.395
10.100 0.394
10.117 0.395
10.133 0.397
Time Displacement
(min) (ft)
10.150 0.391
10.167 0.394
10.183 0.390
10.200 0.396
10.217 0.391
10.233 0.391
10.250 0.394
10.267 0.390
10.283 0.391
10.300 0.390
10.317 0.392
10.333 0.392
10.350 0.393
10.367 0.388
10.383 0.393
10.400 0.388
10.417 0.391
10.433 0.390
10.450 0.390
10.467 0.386
10.483 0.390
10.500 0.392
10.517 0.392
10.533 0.389
10.550 0.390
10.567 0.390
10.583 0.388
10.600 0.391
10.617 0.387
10.633 0.389
10.650 0.388
10.667 0.388
10.683 0.388
10.700 0.388
10.717 0.389
10.733 0.387
10.750 0.387
10.767 0.386
10.783 0.387
10.800 0.387
10.817 0.385
Time Displacement
(min) (ft)
10.833 0.386
10.850 0.384
10.867 0.387
10.883 0.387
10.900 0.386
10.917 0.388
10.933 0.384
10.950 0.386
10.967 0.384
10.983 0.383
11.000 0.385
11.017 0.385
11.033 0.386
11.050 0.383
11.067 0.385
11.083 0.386
11.100 0.384
11.117 0.383
11.133 0.383
11.150 0.381
11.167 0.384
11.183 0.385
11.200 0.384
11.217 0.385
11.233 0.383
11.250 0.382
11.267 0.383
11.283 0.383
11.300 0.377
11.317 0.382
11.333 0.383
11.350 0.381
11.367 0.381
11.383 0.379
11.400 0.381
11.417 0.378
11.433 0.380
11.450 0.382
11.467 0.377
11.483 0.378
11.500 0.382
Time Displacement
(min) (ft)
11.517 0.378
11.533 0.380
11.550 0.382
11.567 0.381
11.583 0.382
11.600 0.379
11.617 0.376
11.633 0.379
11.650 0.378
11.667 0.380
11.683 0.379
11.700 0.376
11.717 0.377
11.733 0.379
11.750 0.375
11.767 0.376
11.783 0.376
11.800 0.376
11.817 0.373
11.833 0.375
11.850 0.374
11.867 0.375
11.883 0.378
11.900 0.377
11.917 0.375
11.933 0.377
11.950 0.374
11.967 0.373
11.983 0.373
12.000 0.376
12.017 0.375
12.033 0.374
12.050 0.372
12.067 0.370
12.083 0.375
12.100 0.373
12.117 0.374
12.133 0.375
12.150 0.376
12.167 0.375
12.183 0.376
Time Displacement
(min) (ft)
12.200 0.378
12.217 0.375
12.233 0.377
12.250 0.373
12.267 0.375
12.283 0.375
12.300 0.378
12.317 0.372
12.333 0.374
12.350 0.371
12.367 0.377
12.383 0.373
12.400 0.372
12.417 0.372
12.433 0.375
12.450 0.374
12.467 0.371
12.483 0.372
12.500 0.373
12.517 0.374
12.533 0.374
12.550 0.373
12.567 0.374
12.583 0.371
12.600 0.371
12.617 0.368
12.633 0.371
12.650 0.368
12.667 0.369
12.683 0.370
12.700 0.368
12.717 0.371
12.733 0.367
12.750 0.372
12.767 0.371
12.783 0.370
12.800 0.370
12.817 0.369
12.833 0.368
12.850 0.370
12.867 0.370
Time Displacement
(min) (ft)
12.883 0.370
12.900 0.368
12.917 0.365
12.933 0.369
12.950 0.370
12.967 0.369
12.983 0.370
13.000 0.369
13.017 0.369
13.033 0.366
13.050 0.369
13.067 0.364
13.083 0.367
13.100 0.369
13.117 0.365
13.133 0.366
13.150 0.367
13.167 0.365
13.183 0.365
13.200 0.365
13.217 0.367
13.233 0.365
13.250 0.365
13.267 0.363
13.283 0.362
13.300 0.367
13.317 0.363
13.333 0.368
13.350 0.364
13.367 0.362
13.383 0.362
13.400 0.363
13.417 0.365
13.433 0.364
13.450 0.361
13.467 0.362
13.483 0.362
13.500 0.367
13.517 0.363
13.533 0.362
13.550 0.363
Time Displacement
(min) (ft)
13.567 0.360
13.583 0.363
13.600 0.363
13.617 0.363
13.633 0.363
13.650 0.361
13.667 0.361
13.683 0.360
13.700 0.361
13.717 0.363
13.733 0.359
13.750 0.363
13.767 0.363
13.783 0.359
13.800 0.361
13.817 0.362
13.833 0.361
13.850 0.359
13.867 0.361
13.883 0.358
13.900 0.361
13.917 0.357
13.933 0.359
13.950 0.358
13.967 0.361
13.983 0.356
14.000 0.360
14.017 0.358
14.033 0.357
14.050 0.356
14.067 0.360
14.083 0.360
14.100 0.358
14.117 0.357
14.133 0.357
14.150 0.356
14.167 0.354
14.183 0.356
14.200 0.358
14.217 0.356
14.233 0.357
Time Displacement
(min) (ft)
14.250 0.357
14.267 0.354
14.283 0.356
14.300 0.353
14.317 0.353
14.333 0.353
14.350 0.356
14.367 0.354
14.383 0.353
14.400 0.356
14.417 0.355
14.433 0.355
14.450 0.354
14.467 0.352
14.483 0.354
14.500 0.355
14.517 0.353
14.533 0.354
14.550 0.357
14.567 0.353
14.583 0.352
14.600 0.351
14.617 0.351
14.633 0.356
14.650 0.353
14.667 0.355
14.683 0.354
14.700 0.355
14.717 0.353
14.733 0.351
14.750 0.351
14.767 0.354
14.783 0.351
14.800 0.352
14.817 0.348
14.833 0.351
14.850 0.350
14.867 0.352
14.883 0.353
14.900 0.350
14.917 0.351
Time Displacement
(min) (ft)
14.933 0.354
14.950 0.351
14.967 0.349
14.983 0.349
15.000 0.349
15.017 0.349
15.033 0.350
15.050 0.349
15.067 0.350
15.083 0.349
15.100 0.349
15.117 0.348
15.133 0.346
15.150 0.352
15.167 0.350
15.183 0.350
15.200 0.349
15.217 0.345
15.233 0.352
15.250 0.346
15.267 0.349
15.283 0.350
15.300 0.349
15.317 0.348
15.333 0.350
15.350 0.346
15.367 0.348
15.383 0.345
15.400 0.350
15.417 0.348
15.433 0.347
15.450 0.350
15.467 0.347
15.483 0.346
15.500 0.347
15.517 0.346
15.533 0.350
15.550 0.346
15.567 0.345
15.583 0.343
15.600 0.344
Time Displacement
(min) (ft)
15.617 0.344
15.633 0.346
15.650 0.348
15.667 0.347
15.683 0.344
15.700 0.346
15.717 0.344
15.733 0.345
15.750 0.347
15.767 0.344
15.783 0.343
15.800 0.346
15.817 0.342
15.833 0.342
15.850 0.342
15.867 0.347
15.883 0.343
15.900 0.343
15.917 0.342
15.933 0.340
15.950 0.340
15.967 0.342
15.983 0.342
16.000 0.344
16.017 0.343
16.033 0.344
16.050 0.338
16.067 0.342
16.083 0.342
16.100 0.342
16.117 0.339
16.133 0.343
16.150 0.338
16.167 0.341
16.183 0.338
16.200 0.338
16.217 0.341
16.233 0.337
16.250 0.335
16.267 0.335
16.283 0.339
Time Displacement
(min) (ft)
16.300 0.340
16.317 0.337
16.333 0.340
16.350 0.341
16.367 0.340
16.383 0.341
16.400 0.339
16.417 0.338
16.433 0.340
16.450 0.337
16.467 0.340
16.483 0.341
16.500 0.340
16.517 0.335
16.533 0.337
16.550 0.338
16.567 0.343
16.583 0.339
16.600 0.339
16.617 0.339
16.633 0.337
16.650 0.335
16.667 0.338
16.683 0.336
16.700 0.338
16.717 0.338
16.733 0.335
16.750 0.340
16.767 0.338
16.783 0.337
16.800 0.338
16.817 0.338
16.833 0.337
16.850 0.336
16.867 0.335
16.883 0.338
16.900 0.338
16.917 0.333
16.933 0.334
16.950 0.336
16.967 0.335
Time Displacement
(min) (ft)
16.983 0.337
17.000 0.336
17.017 0.332
17.033 0.334
17.050 0.333
17.067 0.332
17.083 0.335
17.100 0.335
17.117 0.332
17.133 0.335
17.150 0.332
17.167 0.333
17.183 0.335
17.200 0.331
17.217 0.336
17.233 0.332
17.250 0.333
17.267 0.332
17.283 0.331
17.300 0.334
17.317 0.332
17.333 0.330
17.350 0.331
17.367 0.333
17.383 0.331
17.400 0.333
17.417 0.333
17.433 0.328
17.450 0.328
17.467 0.333
17.483 0.331
17.500 0.331
17.517 0.333
17.533 0.332
17.550 0.333
17.567 0.327
17.583 0.330
17.600 0.331
17.617 0.330
17.633 0.330
17.650 0.329
Time Displacement
(min) (ft)
17.667 0.327
17.683 0.330
17.700 0.329
17.717 0.331
17.733 0.327
17.750 0.328
17.767 0.327
17.783 0.329
17.800 0.330
17.817 0.326
17.833 0.330
17.850 0.326
17.867 0.326
17.883 0.328
17.900 0.328
17.917 0.328
17.933 0.328
17.950 0.327
17.967 0.330
17.983 0.328
18.000 0.328
18.017 0.328
18.033 0.327
18.050 0.327
18.067 0.327
18.083 0.325
18.100 0.324
18.117 0.325
18.133 0.329
18.150 0.326
18.167 0.328
18.183 0.326
18.200 0.326
18.217 0.330
18.233 0.325
18.250 0.324
18.267 0.325
18.283 0.328
18.300 0.325
18.317 0.325
18.333 0.324
Time Displacement
(min) (ft)
18.350 0.327
18.367 0.326
18.383 0.327
18.400 0.324
18.417 0.321
18.433 0.322
18.450 0.321
18.467 0.322
18.483 0.320
18.500 0.322
18.517 0.323
18.533 0.322
18.550 0.324
18.567 0.323
18.583 0.322
18.600 0.323
18.617 0.323
18.633 0.325
18.650 0.325
18.667 0.323
18.683 0.319
18.700 0.316
18.717 0.322
18.733 0.324
18.750 0.323
18.767 0.322
18.783 0.322
18.800 0.319
18.817 0.319
18.833 0.321
18.850 0.321
18.867 0.318
18.883 0.314
18.900 0.318
18.917 0.318
18.933 0.320
18.950 0.319
18.967 0.320
18.983 0.317
19.000 0.319
19.017 0.317
Time Displacement
(min) (ft)
19.033 0.321
19.050 0.320
19.067 0.322
19.083 0.317
19.100 0.317
19.117 0.321
19.133 0.317
19.150 0.319
19.167 0.319
19.183 0.317
19.200 0.318
19.217 0.318
19.233 0.317
19.250 0.318
19.267 0.315
19.283 0.318
19.300 0.315
19.317 0.317
19.333 0.316
19.350 0.317
19.367 0.315
19.383 0.317
19.400 0.318
19.417 0.314
19.433 0.319
19.450 0.315
19.467 0.315
19.483 0.317
19.500 0.318
19.517 0.317
19.533 0.316
19.550 0.318
19.567 0.316
19.583 0.316
19.600 0.316
19.617 0.313
19.633 0.316
19.650 0.314
19.667 0.313
19.683 0.314
19.700 0.313
Time Displacement
(min) (ft)
19.717 0.311
19.733 0.312
19.750 0.316
19.767 0.313
19.783 0.313
19.800 0.314
19.817 0.312
19.833 0.314
19.850 0.312
19.867 0.312
19.883 0.313
19.900 0.312
19.917 0.315
19.933 0.315
19.950 0.310
19.967 0.312
19.983 0.312
20.000 0.310
20.017 0.313
20.033 0.314
20.050 0.311
20.067 0.313
20.083 0.308
20.100 0.311
20.117 0.311
20.133 0.314
20.150 0.313
20.167 0.315
20.183 0.313
20.200 0.312
20.217 0.309
20.233 0.309
20.250 0.311
20.267 0.310
20.283 0.306
20.300 0.309
20.317 0.307
20.333 0.311
20.350 0.308
20.367 0.305
20.383 0.307
Time Displacement
(min) (ft)
20.400 0.312
20.417 0.308
20.433 0.306
20.450 0.307
20.467 0.307
20.483 0.306
20.500 0.306
20.517 0.309
20.533 0.305
20.550 0.306
20.567 0.305
20.583 0.307
20.600 0.306
20.617 0.311
20.633 0.308
20.650 0.308
20.667 0.305
20.683 0.304
20.700 0.307
20.717 0.305
20.733 0.306
20.750 0.308
20.767 0.306
20.783 0.307
20.800 0.305
20.817 0.305
20.833 0.305
20.850 0.304
20.867 0.303
20.883 0.302
20.900 0.302
20.917 0.304
20.933 0.306
20.950 0.303
20.967 0.301
20.983 0.304
21.000 0.306
21.017 0.305
21.033 0.303
21.050 0.302
21.067 0.299
Time Displacement
(min) (ft)
21.083 0.305
21.100 0.301
21.117 0.303
21.133 0.303
21.150 0.301
21.167 0.302
21.183 0.299
21.200 0.302
21.217 0.303
21.233 0.302
21.250 0.302
21.267 0.302
21.283 0.301
21.300 0.299
21.317 0.300
21.333 0.303
21.350 0.303
21.367 0.302
21.383 0.299
21.400 0.300
21.417 0.304
21.433 0.299
21.450 0.302
21.467 0.297
21.483 0.302
21.500 0.298
21.517 0.300
21.533 0.297
21.550 0.303
21.567 0.296
21.583 0.299
21.600 0.302
21.617 0.300
21.633 0.299
21.650 0.298
21.667 0.301
21.683 0.298
21.700 0.299
21.717 0.298
21.733 0.296
21.750 0.299
Time Displacement
(min) (ft)
21.767 0.297
21.783 0.298
21.800 0.297
21.817 0.300
21.833 0.297
21.850 0.300
21.867 0.294
21.883 0.296
21.900 0.298
21.917 0.295
21.933 0.296
21.950 0.296
21.967 0.300
21.983 0.297
22.000 0.298
22.017 0.297
22.033 0.298
22.050 0.298
22.067 0.296
22.083 0.299
22.100 0.295
22.117 0.298
22.133 0.300
22.150 0.298
22.167 0.297
22.183 0.297
22.200 0.296
22.217 0.294
22.233 0.298
22.250 0.294
22.267 0.294
22.283 0.292
22.300 0.293
22.317 0.295
22.333 0.293
22.350 0.293
22.367 0.297
22.383 0.294
22.400 0.295
22.417 0.292
22.433 0.292
Time Displacement
(min) (ft)
22.450 0.297
22.467 0.294
22.483 0.292
22.500 0.294
22.517 0.297
22.533 0.295
22.550 0.296
22.567 0.289
22.583 0.293
22.600 0.291
22.617 0.292
22.633 0.292
22.650 0.294
22.667 0.294
22.683 0.295
22.700 0.295
22.717 0.291
22.733 0.294
22.750 0.295
22.767 0.292
22.783 0.293
22.800 0.291
22.817 0.290
22.833 0.294
22.850 0.293
22.867 0.293
22.883 0.292
22.900 0.291
22.917 0.292
22.933 0.292
22.950 0.292
22.967 0.290
22.983 0.292
23.000 0.291
23.017 0.289
23.033 0.291
23.050 0.287
23.067 0.288
23.083 0.290
23.100 0.291
23.117 0.289
Time Displacement
(min) (ft)
23.133 0.287
23.150 0.286
23.167 0.289
23.183 0.291
23.200 0.289
23.217 0.288
23.233 0.287
23.250 0.285
23.267 0.288
23.283 0.292
23.300 0.290
23.317 0.291
23.333 0.290
23.350 0.292
23.367 0.289
23.383 0.287
23.400 0.291
23.417 0.286
23.433 0.290
23.450 0.286
23.467 0.288
23.483 0.289
23.500 0.285
23.517 0.288
23.533 0.288
23.550 0.286
23.567 0.287
23.583 0.287
23.600 0.287
23.617 0.285
23.633 0.284
23.650 0.287
23.667 0.285
23.683 0.288
23.700 0.287
23.717 0.285
23.733 0.283
23.750 0.286
23.767 0.285
23.783 0.286
23.800 0.285
Time Displacement
(min) (ft)
23.817 0.287
23.833 0.283
23.850 0.284
23.867 0.286
23.883 0.288
23.900 0.283
23.917 0.285
23.933 0.287
23.950 0.283
23.967 0.284
23.983 0.284
24.000 0.194
24.017 0.227
24.033 0.283
24.050 0.284
24.067 0.297
24.083 0.285
24.100 0.291
24.117 0.288
24.133 0.286
24.150 0.286
24.167 0.282
24.183 0.281
24.200 0.282
24.217 0.288
24.233 0.287
24.250 0.285
24.267 0.285
24.283 0.285
24.300 0.280
24.317 0.285
24.333 0.283
24.350 0.282
24.367 0.284
24.383 0.286
24.400 0.286
24.417 0.284
24.433 0.284
24.450 0.285
24.467 0.281
24.483 0.281
Time Displacement
(min) (ft)
24.500 0.281
24.517 0.281
24.533 0.279
24.550 0.288
24.567 0.282
24.583 0.282
24.600 0.286
24.617 0.283
24.633 0.280
24.650 0.282
24.667 0.281
24.683 0.279
24.700 0.283
24.717 0.280
24.733 0.281
24.750 0.283
24.767 0.283
24.783 0.280
24.800 0.281
24.817 0.279
24.833 0.277
24.850 0.281
24.867 0.282
24.883 0.281
24.900 0.279
24.917 0.279
24.933 0.279
24.950 0.280
24.967 0.279
24.983 0.281
25.000 0.277
25.017 0.274
25.033 0.278
25.050 0.281
25.067 0.279
25.083 0.278
25.100 0.279
25.117 0.279
25.133 0.281
25.150 0.282
25.167 0.276
Time Displacement
(min) (ft)
25.183 0.279
25.200 0.278
25.217 0.278
25.233 0.279
25.250 0.279
25.267 0.278
25.283 0.279
25.300 0.280
25.317 0.279
25.333 0.282
25.350 0.277
25.367 0.277
25.383 0.278
25.400 0.279
25.417 0.276
25.433 0.277
25.450 0.277
25.467 0.279
25.483 0.279
25.500 0.278
25.517 0.276
25.533 0.277
25.550 0.279
25.567 0.281
25.583 0.274
25.600 0.278
25.617 0.276
25.633 0.274
25.650 0.277
25.667 0.275
25.683 0.277
25.700 0.275
25.717 0.275
25.733 0.273
25.750 0.276
25.767 0.278
25.783 0.275
25.800 0.274
25.817 0.275
25.833 0.276
25.850 0.276
Time Displacement
(min) (ft)
25.867 0.275
25.883 0.277
25.900 0.273
25.917 0.270
25.933 0.277
25.950 0.271
25.967 0.275
25.983 0.273
26.000 0.274
26.017 0.273
26.033 0.271
26.050 0.276
26.067 0.273
26.083 0.275
26.100 0.273
26.117 0.273
26.133 0.271
26.150 0.271
26.167 0.275
26.183 0.273
26.200 0.274
26.217 0.273
26.233 0.273
26.250 0.276
26.267 0.271
26.283 0.272
26.300 0.271
26.317 0.2721
26.333 0.2731
26.350 0.27
26.367 0.2714
26.383 0.2735
26.400 0.2708
26.417 0.2728
26.433 0.2694
26.450 0.2751
26.467 0.2732
26.483 0.2699
26.500 0.2733
26.517 0.2727
26.533 0.2735
Time Displacement
(min) (ft)
26.550 0.2692
26.567 0.2694
26.583 0.2671
26.600 0.275
26.617 0.2703
26.633 0.2672
26.650 0.2685
26.667 0.2696
26.683 0.2724
26.700 0.2685
26.717 0.2717
26.733 0.2728
26.750 0.2724
26.767 0.2695
26.783 0.2716
26.800 0.27
26.817 0.2703
26.833 0.2695
26.850 0.2664
26.867 0.2667
26.883 0.267
26.900 0.2677
26.917 0.2692
26.933 0.2671
26.950 0.2698
26.967 0.2659
26.983 0.2697
27.000 0.2655
27.017 0.2689
27.033 0.2685
27.050 0.2676
27.067 0.27
27.083 0.2673
27.100 0.2677
27.117 0.2702
27.133 0.2649
27.150 0.263
27.167 0.2648
27.183 0.2697
27.200 0.2667
27.217 0.2669
Time Displacement
(min) (ft)
27.233 0.2665
27.250 0.2675
27.267 0.2664
27.283 0.2675
27.300 0.2679
27.317 0.2671
27.333 0.2684
27.350 0.2643
27.367 0.2683
27.383 0.2648
27.400 0.2626
27.417 0.2644
27.433 0.2661
27.450 0.2653
27.467 0.2642
27.483 0.2639
27.500 0.2642
27.517 0.2606
27.533 0.2669
27.550 0.2638
27.567 0.2611
27.583 0.266
27.600 0.2671
27.617 0.263
27.633 0.2645
27.650 0.2621
27.667 0.2641
27.683 0.2617
27.700 0.2631
27.717 0.2639
27.733 0.2635
27.750 0.2629
27.767 0.2641
27.783 0.2661
27.800 0.2655
27.817 0.2621
27.833 0.2639
27.850 0.2657
27.867 0.259
27.883 0.2648
27.900 0.2657
Time Displacement
(min) (ft)
27.917 0.2628
27.933 0.2653
27.950 0.265
27.967 0.2642
27.983 0.2634
28.000 0.2644
28.017 0.2661
28.033 0.2617
28.050 0.2621
28.067 0.2636
28.083 0.2623
28.100 0.2639
28.117 0.2655
28.133 0.2623
28.150 0.2637
28.167 0.2601
28.183 0.2634
28.200 0.2638
28.217 0.2605
28.233 0.2616
28.250 0.2619
28.267 0.2595
28.283 0.2601
28.300 0.2595
28.317 0.2601
28.333 0.2601
28.350 0.258
28.367 0.2567
28.383 0.261
28.400 0.2629
28.417 0.2652
28.433 0.2616
28.450 0.2615
28.467 0.2602
28.483 0.2572
28.500 0.2614
28.517 0.2641
28.533 0.2585
28.550 0.258
28.567 0.2602
28.583 0.2603
Time Displacement
(min) (ft)
28.600 0.2581
28.617 0.2605
28.633 0.2616
28.650 0.2592
28.667 0.2635
28.683 0.2609
28.700 0.263
28.717 0.26
28.733 0.2583
28.750 0.2601
28.767 0.2609
28.783 0.2625
28.800 0.2583
28.817 0.2558
28.833 0.2557
28.850 0.2568
28.867 0.2582
28.883 0.262
28.900 0.2595
28.917 0.2583
28.933 0.2566
28.950 0.2553
28.967 0.2576
28.983 0.254
29.000 0.2616
29.017 0.2568
29.033 0.2575
29.050 0.2571
29.067 0.2602
29.083 0.2549
29.100 0.2566
29.117 0.2618
29.133 0.2575
29.150 0.2597
29.167 0.259
29.183 0.2599
29.200 0.2558
29.217 0.2562
29.233 0.2573
29.250 0.2561
29.267 0.256
Time Displacement
(min) (ft)
29.283 0.2539
29.300 0.2539
29.317 0.2549
29.333 0.2558
29.350 0.2583
29.367 0.2556
29.383 0.2575
29.400 0.2561
29.417 0.2576
29.433 0.2578
29.450 0.2585
29.467 0.2595
29.483 0.2575
29.500 0.2548
29.517 0.2518
29.533 0.2533
29.550 0.2543
29.567 0.257
29.583 0.2538
29.600 0.2531
29.617 0.2549
29.633 0.2542
29.650 0.2525
29.667 0.2549
29.683 0.2551
29.700 0.2522
29.717 0.2553
29.733 0.2535
29.750 0.2516
29.767 0.2549
29.783 0.2544
29.800 0.2542
29.817 0.254
29.833 0.2554
29.850 0.256
29.867 0.2527
29.883 0.2543
29.900 0.252
29.917 0.2529
29.933 0.2483
29.950 0.2529
Time Displacement
(min) (ft)
29.967 0.2527
29.983 0.2522
30.000 0.2509

0. 12. 24. 36. 48. 60.
0.1
1.
10.
Time (min)
Di
s
p
l
a
c
e
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(
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)
WELL TEST ANALYSIS
Data Set: F:\...\TW-1 Graph.aqt
Date: 09/15/23 Time: 15:35:58
PROJECT INFORMATION
Company: Geological Resources, Inc.
Client: The Crossroads
Project: 5737
Location: Salisbury, NC
Test Well: TW-1
Test Date: 09/14/23
AQUIFER DATA
Saturated Thickness: 42.14 ft Anisotropy Ratio (Kz/Kr): 0.1
WELL DATA (TW-1)
Initial Displacement: 1.75 ft Static Water Column Height: 40.9 ft
Total Well Penetration Depth: 40.9 ft Screen Length: 5. ft
Casing Radius: 0.085 ft Well Radius: 0.2083 ft
SOLUTION
Aquifer Model: Confined Solution Method: Bouwer-Rice
K = 6.333E-5 ft/min y0 = 1.324 ft
Page Item Value Remarks
NA Static depth to water (SDTW) from TOC SDTW 14.10 Test well (ft)
Initial DTW (IDTW) - after remove/introduce slug from TOC IDTW 15.85 Test well (ft)
Total well depth (TWD)TWD 55.00 Test well (ft)
Top of Casing Elevation (TOC)TOC 101.21 Test well (ft)
Highest ground water elevation at site (HGWE)HGWE 87.14 All site wells (ft)
Deepest well depth elevation (DWDE)DWDE 45.00 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 40.90 TWD minus SDTW (ft)
Well #TW-1 Test well ID
7 b: Saturated thickness of aquifer b 42.14
HGWE - DWDE
* If no telescoping well, use H
KV/KH: Vertical/Horizontal KV/KH 0.10 Use 0.1
8 D: Casing length D 35.90 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)0.2083 1/2 auger outside diameter (ft)
R(sk): Well skin radius R(sk)0.2083 1/2 auger outside diameter (ft)
9/14/2023
AQTESOLV DATA ENTRY FORM
(For wells screened BELOW water table)
The Crossroads
Salisbury, NC
TW-1
File: AQTESOLV Data Entry Form
The Crossroads
Well TW-1
Test Date 08/23/23
Initial DTW (ft) 13.48

Time Displacement
(min) (ft)
0 0
0.0167 1.0699
0.0333 1.815
0.0500 1.7841
0.0667 1.7763
0.0833 1.7633
0.1000 1.7548
0.1167 1.7506
0.1333 1.747
0.1500 1.7422
0.1667 1.7387
0.1833 1.7332
0.2000 1.7307
0.2167 1.7284
0.2333 1.7248
0.2500 1.7229
0.2667 1.7224
0.2833 1.7196
0.3000 1.7169
0.3167 1.6683
0.3333 1.7153
0.3500 1.7135
0.3667 1.7122
0.3833 1.711
0.4000 1.7058
0.4167 1.709
0.4333 1.7059
0.4500 1.7061
0.4667 1.7028
0.4833 1.7028
0.5000 1.7012
0.5167 1.6999
0.5333 1.6997
0.5500 1.6973
0.5667 1.6976
Time Displacement
(min) (ft)
0.5833 1.6964
0.6000 1.7017
0.6167 1.6938
0.6333 1.693
0.6500 1.692
0.6667 1.6896
0.6833 1.6894
0.7000 1.6872
0.7167 1.6868
0.7333 1.6853
0.7500 1.6841
0.7667 1.6836
0.7833 1.6828
0.8000 1.6806
0.8167 1.6802
0.8333 1.6804
0.8500 1.6781
0.8667 1.6766
0.8833 1.6753
0.9000 1.6755
0.9167 1.6738
0.9333 1.6743
0.9500 1.6728
0.9667 1.6719
0.9833 1.6702
1.0000 1.6697
1.0167 1.6672
1.0333 1.6655
1.0500 1.6665
1.0667 1.6651
1.0833 1.663
1.1000 1.6625
1.1167 1.6616
1.1333 1.661
1.1500 1.6604
1.1667 1.6588
1.1833 1.6576
1.2000 1.6576
1.2167 1.6565
1.2333 1.655
1.2500 1.6538
Time Displacement
(min) (ft)
1.2667 1.654
1.2833 1.6517
1.3000 1.6513
1.3167 1.6508
1.3333 1.6509
1.3500 1.6484
1.3667 1.6479
1.3833 1.6476
1.4000 1.6464
1.4167 1.6447
1.4333 1.6445
1.4500 1.6436
1.4667 1.6419
1.4833 1.6409
1.5000 1.6409
1.5167 1.6397
1.5333 1.6387
1.5500 1.637
1.5667 1.6368
1.5833 1.6364
1.6000 1.6347
1.6167 1.6344
1.6333 1.6322
1.6500 1.6314
1.6667 1.6309
1.6833 1.6308
1.7000 1.6305
1.7167 1.628
1.7333 1.6277
1.7500 1.6274
1.7667 1.6256
1.7833 1.6243
1.8000 1.6244
1.8167 1.6238
1.8333 1.622
1.8500 1.6221
1.8667 1.6213
1.8833 1.6198
1.9000 1.6188
1.9167 1.6182
1.9333 1.6166
Time Displacement
(min) (ft)
1.9500 1.6158
1.9667 1.6147
1.9833 1.615
2.0000 1.6118
2.0167 1.6128
2.0333 1.6126
2.0500 1.6118
2.0667 1.6099
2.0833 1.6093
2.1000 1.6079
2.1167 1.6072
2.1333 1.6056
2.1500 1.6052
2.1667 1.6045
2.1833 1.6048
2.2000 1.6034
2.2167 1.6026
2.2333 1.6016
2.2500 1.6021
2.2667 1.6002
2.2833 1.5986
2.3000 1.5983
2.3167 1.5977
2.3333 1.597
2.3500 1.5958
2.3667 1.5955
2.3833 1.5942
2.4000 1.593
2.4167 1.5929
2.4333 1.5921
2.4500 1.5904
2.4667 1.5896
2.4833 1.588
2.5000 1.5879
2.5167 1.5873
2.5333 1.5862
2.5500 1.5847
2.5667 1.5843
2.5833 1.5826
2.6000 1.5828
2.6167 1.5817
Time Displacement
(min) (ft)
2.6333 1.5806
2.6500 1.5809
2.6667 1.5799
2.6833 1.5786
2.7000 1.5787
2.7167 1.5766
2.7333 1.5776
2.7500 1.5764
2.7667 1.5742
2.7833 1.5742
2.8000 1.5725
2.8167 1.5723
2.8333 1.5725
2.8500 1.5707
2.8667 1.5686
2.8833 1.5686
2.9000 1.5679
2.9167 1.5667
2.9333 1.5657
2.9500 1.5656
2.9667 1.5642
2.9833 1.5643
3.0000 1.5636
3.0167 1.5635
3.0333 1.5614
3.0500 1.5608
3.0667 1.5595
3.0833 1.5593
3.1000 1.5584
3.1167 1.5564
3.1333 1.556
3.1500 1.5563
3.1667 1.555
3.1833 1.5544
3.2000 1.5541
3.2167 1.5528
3.2333 1.5519
3.2500 1.5514
3.2667 1.55
3.2833 1.5501
3.3000 1.549
Time Displacement
(min) (ft)
3.3167 1.5485
3.3333 1.5465
3.3500 1.5461
3.3667 1.5457
3.3833 1.5437
3.4000 1.5436
3.4167 1.5431
3.4333 1.5433
3.4500 1.5412
3.4667 1.5404
3.4833 1.5408
3.5000 1.5388
3.5167 1.5383
3.5333 1.5378
3.5500 1.5372
3.5667 1.5363
3.5833 1.5352
3.6000 1.535
3.6167 1.5341
3.6333 1.5326
3.6500 1.5322
3.6667 1.5309
3.6833 1.5304
3.7000 1.5293
3.7167 1.529
3.7333 1.5275
3.7500 1.5273
3.7667 1.5267
3.7833 1.5255
3.8000 1.525
3.8167 1.5241
3.8333 1.5237
3.8500 1.5226
3.8667 1.5227
3.8833 1.5218
3.9000 1.5205
3.9167 1.5189
3.9333 1.5189
3.9500 1.5182
3.9667 1.5179
3.9833 1.516
Time Displacement
(min) (ft)
4.0000 1.5155
4.0167 1.514
4.0333 1.5146
4.0500 1.5125
4.0667 1.5118
4.0833 1.512
4.1000 1.512
4.1167 1.51
4.1333 1.5094
4.1500 1.5082
4.1667 1.5084
4.1833 1.5071
4.2000 1.507
4.2167 1.505
4.2333 1.5044
4.2500 1.5051
4.2667 1.5035
4.2833 1.5017
4.3000 1.5021
4.3167 1.5006
4.3333 1.5004
4.3500 1.4992
4.3667 1.4992
4.3833 1.4978
4.4000 1.4975
4.4167 1.4964
4.4333 1.4951
4.4500 1.4941
4.4667 1.4938
4.4833 1.4927
4.5000 1.493
4.5167 1.492
4.5333 1.4915
4.5500 1.4911
4.5667 1.4896
4.5833 1.489
4.6000 1.4878
4.6167 1.4874
4.6333 1.4867
4.6500 1.4868
4.6667 1.4862
Time Displacement
(min) (ft)
4.6833 1.471
4.7000 1.4662
4.7167 1.4831
4.7333 1.4826
4.7500 1.4821
4.7667 1.4811
4.7833 1.48
4.8000 1.4804
4.8167 1.4788
4.8333 1.4781
4.8500 1.4768
4.8667 1.4761
4.8833 1.4737
4.9000 1.4739
4.9167 1.4732
4.9333 1.4743
4.9500 1.4728
4.9667 1.471
4.9833 1.4714
5.0000 1.4711
5.0167 1.4689
5.0333 1.4695
5.0500 1.4681
5.0667 1.4671
5.0833 1.4663
5.1000 1.4654
5.1167 1.4655
5.1333 1.4628
5.1500 1.4624
5.1667 1.4621
5.1833 1.4625
5.2000 1.4608
5.2167 1.4601
5.2333 1.4593
5.2500 1.459
5.2667 1.4579
5.2833 1.4573
5.3000 1.4566
5.3167 1.4557
5.3333 1.4548
5.3500 1.4542
Time Displacement
(min) (ft)
5.3667 1.4544
5.3833 1.4533
5.4000 1.4529
5.4167 1.4527
5.4333 1.4508
5.4500 1.4494
5.4667 1.4496
5.4833 1.4492
5.5000 1.4483
5.5167 1.447
5.5333 1.4473
5.5500 1.4465
5.5667 1.4456
5.5833 1.445
5.6000 1.4447
5.6167 1.4426
5.6333 1.4419
5.6500 1.4404
5.6667 1.4416
5.6833 1.4413
5.7000 1.4418
5.7167 1.4427
5.7333 1.443
5.7500 1.432
5.7667 1.4364
5.7833 1.4343
5.8000 1.4338
5.8167 1.4356
5.8333 1.4321
5.8500 1.4343
5.8667 1.4334
5.8833 1.4285
5.9000 1.4317
5.9167 1.4304
5.9333 1.4274
5.9500 1.428
5.9667 1.4298
5.9833 1.4273
6.0000 1.4265
6.0167 1.4272
6.0333 1.4254
Time Displacement
(min) (ft)
6.0500 1.4254
6.0667 1.4252
6.0833 1.4234
6.1000 1.4233
6.1167 1.4221
6.1333 1.4223
6.1500 1.4209
6.1667 1.4189
6.1833 1.4191
6.2000 1.418
6.2167 1.4192
6.2333 1.4171
6.2500 1.4177
6.2667 1.4156
6.2833 1.4143
6.3000 1.415
6.3167 1.4132
6.3333 1.4123
6.3500 1.4116
6.3667 1.4108
6.3833 1.4103
6.4000 1.4098
6.4167 1.4089
6.4333 1.4079
6.4500 1.4077
6.4667 1.4062
6.4833 1.4057
6.5000 1.4051
6.5167 1.4035
6.5333 1.4034
6.5500 1.4035
6.5667 1.4021
6.5833 1.403
6.6000 1.4014
6.6167 1.4008
6.6333 1.3999
6.6500 1.3996
6.6667 1.3989
6.6833 1.3983
6.7000 1.3968
6.7167 1.3967
Time Displacement
(min) (ft)
6.7333 1.3971
6.7500 1.395
6.7667 1.3937
6.7833 1.3937
6.8000 1.3923
6.8167 1.3937
6.8333 1.3927
6.8500 1.3903
6.8667 1.3911
6.8833 1.3909
6.9000 1.3883
6.9167 1.3878
6.9333 1.3884
6.9500 1.387
6.9667 1.3869
6.9833 1.3854
7.0000 1.3844
7.0167 1.3843
7.0333 1.3833
7.0500 1.3838
7.0667 1.3819
7.0833 1.3816
7.1000 1.3809
7.1167 1.3809
7.1333 1.3796
7.1500 1.3796
7.1667 1.3781
7.1833 1.377
7.2000 1.377
7.2167 1.377
7.2333 1.3761
7.2500 1.3749
7.2667 1.3746
7.2833 1.3735
7.3000 1.3726
7.3167 1.373
7.3333 1.3724
7.3500 1.3724
7.3667 1.3703
7.3833 1.3698
7.4000 1.3686
Time Displacement
(min) (ft)
7.4167 1.3676
7.4333 1.3679
7.4500 1.3677
7.4667 1.3659
7.4833 1.3659
7.5000 1.3646
7.5167 1.3642
7.5333 1.3637
7.5500 1.3622
7.5667 1.3623
7.5833 1.3613
7.6000 1.3608
7.6167 1.3604
7.6333 1.3593
7.6500 1.3598
7.6667 1.3583
7.6833 1.3564
7.7000 1.3562
7.7167 1.3559
7.7333 1.3544
7.7500 1.3542
7.7667 1.3531
7.7833 1.3518
7.8000 1.3518
7.8167 1.3531
7.8333 1.3509
7.8500 1.3502
7.8667 1.3492
7.8833 1.3482
7.9000 1.3475
7.9167 1.347
7.9333 1.3484
7.9500 1.3468
7.9667 1.3461
7.9833 1.3447
8.0000 1.3447
8.0167 1.3435
8.0333 1.343
8.0500 1.3433
8.0667 1.3425
8.0833 1.342
Time Displacement
(min) (ft)
8.1000 1.3407
8.1167 1.3399
8.1333 1.3408
8.1500 1.3391
8.1667 1.3392
8.1833 1.3373
8.2000 1.338
8.2167 1.3369
8.2333 1.3353
8.2500 1.3343
8.2667 1.3344
8.2833 1.3344
8.3000 1.3335
8.3167 1.3334
8.3333 1.3307
8.3500 1.3311
8.3667 1.3316
8.3833 1.3294
8.4000 1.3285
8.4167 1.3282
8.4333 1.3284
8.4500 1.3268
8.4667 1.3261
8.4833 1.3262
8.5000 1.3251
8.5167 1.3245
8.5333 1.3241
8.5500 1.3233
8.5667 1.3228
8.5833 1.3227
8.6000 1.3221
8.6167 1.3213
8.6333 1.3205
8.6500 1.3198
8.6667 1.3188
8.6833 1.3175
8.7000 1.3166
8.7167 1.317
8.7333 1.3157
8.7500 1.3157
8.7667 1.3157
Time Displacement
(min) (ft)
8.7833 1.3137
8.8000 1.3133
8.8167 1.3132
8.8333 1.3128
8.8500 1.3121
8.8667 1.3106
8.8833 1.3106
8.9000 1.3097
8.9167 1.3097
8.9333 1.3083
8.9500 1.3085
8.9667 1.3086
8.9833 1.3061
9.0000 1.3065
9.0167 1.3043
9.0333 1.3048
9.0500 1.3055
9.0667 1.3035
9.0833 1.3027
9.1000 1.3014
9.1167 1.3033
9.1333 1.3009
9.1500 1.3023
9.1667 1.3004
9.1833 1.3006
9.2000 1.2994
9.2167 1.2997
9.2333 1.2999
9.2500 1.2984
9.2667 1.2961
9.2833 1.2944
9.3000 1.2968
9.3167 1.2971
9.3333 1.2954
9.3500 1.2943
9.3667 1.2909
9.3833 1.2925
9.4000 1.2924
9.4167 1.291
9.4333 1.2896
9.4500 1.2894
Time Displacement
(min) (ft)
9.4667 1.2885
9.4833 1.289
9.5000 1.2877
9.5167 1.2866
9.5333 1.2873
9.5500 1.2855
9.5667 1.2845
9.5833 1.2846
9.6000 1.2832
9.6167 1.2832
9.6333 1.2818
9.6500 1.2813
9.6667 1.2808
9.6833 1.2798
9.7000 1.2799
9.7167 1.2794
9.7333 1.2774
9.7500 1.2778
9.7667 1.277
9.7833 1.2767
9.8000 1.2761
9.8167 1.2759
9.8333 1.2752
9.8500 1.2737
9.8667 1.274
9.8833 1.274
9.9000 1.2733
9.9167 1.2729
9.9333 1.2721
9.9500 1.27
9.9667 1.2699
9.9833 1.2698
10.0000 1.2686
10.0167 1.2687
10.0333 1.2671
10.0500 1.2672
10.0667 1.2666
10.0833 1.2664
10.1000 1.2668
10.1167 1.2652
10.1333 1.2651
Time Displacement
(min) (ft)
10.1500 1.2645
10.1667 1.2629
10.1833 1.2634
10.2000 1.2624
10.2167 1.2626
10.2333 1.2612
10.2500 1.2613
10.2667 1.26
10.2833 1.2597
10.3000 1.2591
10.3167 1.2573
10.3333 1.258
10.3500 1.2563
10.3667 1.2556
10.3833 1.2565
10.4000 1.2558
10.4167 1.2534
10.4333 1.2527
10.4500 1.2533
10.4667 1.2519
10.4833 1.2521
10.5000 1.2509
10.5167 1.2499
10.5333 1.2503
10.5500 1.2494
10.5667 1.2484
10.5833 1.247
10.6000 1.2474
10.6167 1.2462
10.6333 1.246
10.6500 1.2437
10.6667 1.2433
10.6833 1.2435
10.7000 1.2427
10.7167 1.2411
10.7333 1.2446
10.7500 1.2429
10.7667 1.2413
10.7833 1.241
10.8000 1.24
10.8167 1.2405
Time Displacement
(min) (ft)
10.8333 1.2375
10.8500 1.2378
10.8667 1.2366
10.8833 1.2375
10.9000 1.237
10.9167 1.235
10.9333 1.2345
10.9500 1.2349
10.9667 1.2348
10.9833 1.2328
11.0000 1.2332
11.0167 1.233
11.0333 1.2321
11.0500 1.2315
11.0667 1.2304
11.0833 1.2297
11.1000 1.2305
11.1167 1.2292
11.1333 1.2291
11.1500 1.2293
11.1667 1.2291
11.1833 1.2279
11.2000 1.2267
11.2167 1.2266
11.2333 1.2248
11.2500 1.2246
11.2667 1.2249
11.2833 1.2221
11.3000 1.2236
11.3167 1.2225
11.3333 1.2216
11.3500 1.2218
11.3667 1.2195
11.3833 1.2203
11.4000 1.2192
11.4167 1.2193
11.4333 1.217
11.4500 1.2174
11.4667 1.2169
11.4833 1.2158
11.5000 1.2149
Time Displacement
(min) (ft)
11.5167 1.215
11.5333 1.2136
11.5500 1.2131
11.5667 1.2131
11.5833 1.2111
11.6000 1.2114
11.6167 1.211
11.6333 1.211
11.6500 1.209
11.6667 1.2086
11.6833 1.2089
11.7000 1.2075
11.7167 1.207
11.7333 1.2067
11.7500 1.2071
11.7667 1.2058
11.7833 1.2053
11.8000 1.2035
11.8167 1.2052
11.8333 1.2039
11.8500 1.2035
11.8667 1.2014
11.8833 1.2008
11.9000 1.2012
11.9167 1.2007
11.9333 1.1998
11.9500 1.2001
11.9667 1.1986
11.9833 1.1979
12.0000 1.1972
12.0167 1.1961
12.0333 1.1969
12.0500 1.1959
12.0667 1.1961
12.0833 1.1938
12.1000 1.1946
12.1167 1.1939
12.1333 1.1947
12.1500 1.1943
12.1667 1.1935
12.1833 1.1924
Time Displacement
(min) (ft)
12.2000 1.1914
12.2167 1.1911
12.2333 1.1919
12.2500 1.1898
12.2667 1.1893
12.2833 1.1882
12.3000 1.1881
12.3167 1.1873
12.3333 1.1864
12.3500 1.1861
12.3667 1.1846
12.3833 1.1847
12.4000 1.184
12.4167 1.1836
12.4333 1.1832
12.4500 1.1829
12.4667 1.1811
12.4833 1.1802
12.5000 1.1811
12.5167 1.1799
12.5333 1.1789
12.5500 1.1784
12.5667 1.1773
12.5833 1.177
12.6000 1.1772
12.6167 1.1762
12.6333 1.1754
12.6500 1.1743
12.6667 1.1741
12.6833 1.1733
12.7000 1.1735
12.7167 1.1726
12.7333 1.1715
12.7500 1.1712
12.7667 1.171
12.7833 1.1691
12.8000 1.1702
12.8167 1.1693
12.8333 1.1691
12.8500 1.1682
12.8667 1.1679
Time Displacement
(min) (ft)
12.8833 1.1678
12.9000 1.1663
12.9167 1.1661
12.9333 1.1658
12.9500 1.166
12.9667 1.1653
12.9833 1.1639
13.0000 1.1639
13.0167 1.1627
13.0333 1.1626
13.0500 1.1615
13.0667 1.1615
13.0833 1.1608
13.1000 1.1593
13.1167 1.1596
13.1333 1.1585
13.1500 1.1586
13.1667 1.1579
13.1833 1.158
13.2000 1.1561
13.2167 1.1557
13.2333 1.1565
13.2500 1.1551
13.2667 1.1544
13.2833 1.153
13.3000 1.1541
13.3167 1.1524
13.3333 1.1511
13.3500 1.1512
13.3667 1.1499
13.3833 1.1508
13.4000 1.1505
13.4167 1.1495
13.4333 1.1501
13.4500 1.1491
13.4667 1.1487
13.4833 1.1476
13.5000 1.1477
13.5167 1.1462
13.5333 1.1459
13.5500 1.1451
Time Displacement
(min) (ft)
13.5667 1.145
13.5833 1.145
13.6000 1.1438
13.6167 1.1438
13.6333 1.1433
13.6500 1.1425
13.6667 1.1408
13.6833 1.1412
13.7000 1.1412
13.7167 1.1393
13.7333 1.1386
13.7500 1.1386
13.7667 1.1384
13.7833 1.1376
13.8000 1.1373
13.8167 1.1369
13.8333 1.1367
13.8500 1.1357
13.8667 1.1357
13.8833 1.1346
13.9000 1.1344
13.9167 1.1337
13.9333 1.1333
13.9500 1.1333
13.9667 1.132
13.9833 1.1318
14.0000 1.1316
14.0167 1.1306
14.0333 1.1307
14.0500 1.1285
14.0667 1.1278
14.0833 1.1295
14.1000 1.1283
14.1167 1.1261
14.1333 1.1257
14.1500 1.1258
14.1667 1.1247
14.1833 1.1246
14.2000 1.1241
14.2167 1.1227
14.2333 1.1223
Time Displacement
(min) (ft)
14.2500 1.1231
14.2667 1.1219
14.2833 1.1215
14.3000 1.1192
14.3167 1.1196
14.3333 1.1188
14.3500 1.1192
14.3667 1.1191
14.3833 1.1184
14.4000 1.1166
14.4167 1.1162
14.4333 1.1167
14.4500 1.1152
14.4667 1.114
14.4833 1.1147
14.5000 1.1132
14.5167 1.1133
14.5333 1.1115
14.5500 1.112
14.5667 1.1111
14.5833 1.1113
14.6000 1.11
14.6167 1.1102
14.6333 1.1099
14.6500 1.1097
14.6667 1.1088
14.6833 1.1087
14.7000 1.1088
14.7167 1.1083
14.7333 1.1057
14.7500 1.1054
14.7667 1.1048
14.7833 1.1051
14.8000 1.1049
14.8167 1.1038
14.8333 1.1033
14.8500 1.1023
14.8667 1.1023
14.8833 1.101
14.9000 1.1008
14.9167 1.0997
Time Displacement
(min) (ft)
14.9333 1.1001
14.9500 1.0997
14.9667 1.0993
14.9833 1.0984
15.0000 1.0978
15.0167 1.0976
15.0333 1.0969
15.0500 1.0961
15.0667 1.096
15.0833 1.0953
15.1000 1.0947
15.1167 1.094
15.1333 1.0938
15.1500 1.0928
15.1667 1.0928
15.1833 1.0929
15.2000 1.0926
15.2167 1.0913
15.2333 1.0908
15.2500 1.0901
15.2667 1.0899
15.2833 1.0899
15.3000 1.0896
15.3167 1.0887
15.3333 1.0874
15.3500 1.0865
15.3667 1.0867
15.3833 1.0865
15.4000 1.0852
15.4167 1.0849
15.4333 1.0848
15.4500 1.0834
15.4667 1.0842
15.4833 1.0837
15.5000 1.0826
15.5167 1.0832
15.5333 1.082
15.5500 1.0831
15.5667 1.0815
15.5833 1.0806
15.6000 1.0803
Time Displacement
(min) (ft)
15.6167 1.0801
15.6333 1.0799
15.6500 1.0784
15.6667 1.0776
15.6833 1.0777
15.7000 1.0758
15.7167 1.0763
15.7333 1.0764
15.7500 1.0756
15.7667 1.0752
15.7833 1.0741
15.8000 1.074
15.8167 1.0727
15.8333 1.0731
15.8500 1.0729
15.8667 1.0725
15.8833 1.0716
15.9000 1.0716
15.9167 1.07
15.9333 1.0685
15.9500 1.0686
15.9667 1.068
15.9833 1.0712
16.0000 1.0675
16.0167 1.0667
16.0333 1.066
16.0500 1.0658
16.0667 1.0651
16.0833 1.0661
16.1000 1.0635
16.1167 1.0633
16.1333 1.0624
16.1500 1.0622
16.1667 1.0613
16.1833 1.0617
16.2000 1.0603
16.2167 1.0597
16.2333 1.061
16.2500 1.0609
16.2667 1.0602
16.2833 1.0599
Time Displacement
(min) (ft)
16.3000 1.0577
16.3167 1.0574
16.3333 1.0569
16.3500 1.0568
16.3667 1.0554
16.3833 1.0558
16.4000 1.0566
16.4167 1.0557
16.4333 1.0549
16.4500 1.0543
16.4667 1.0539
16.4833 1.0527
16.5000 1.0529
16.5167 1.0517
16.5333 1.0515
16.5500 1.0506
16.5667 1.0506
16.5833 1.0497
16.6000 1.0488
16.6167 1.0494
16.6333 1.0482
16.6500 1.0477
16.6667 1.0469
16.6833 1.0466
16.7000 1.0446
16.7167 1.0458
16.7333 1.0456
16.7500 1.0449
16.7667 1.0443
16.7833 1.0432
16.8000 1.0428
16.8167 1.0428
16.8333 1.0422
16.8500 1.041
16.8667 1.041
16.8833 1.0413
16.9000 1.0409
16.9167 1.0398
16.9333 1.0396
16.9500 1.039
16.9667 1.0386
Time Displacement
(min) (ft)
16.9833 1.0374
17.0000 1.0373
17.0167 1.0376
17.0333 1.0371
17.0500 1.0357
17.0667 1.0355
17.0833 1.0344
17.1000 1.0345
17.1167 1.0349
17.1333 1.0341
17.1500 1.0321
17.1667 1.0326
17.1833 1.0315
17.2000 1.0316
17.2167 1.0308
17.2333 1.0302
17.2500 1.0304
17.2667 1.031
17.2833 1.0293
17.3000 1.0292
17.3167 1.0288
17.3333 1.0289
17.3500 1.0285
17.3667 1.0273
17.3833 1.0269
17.4000 1.0264
17.4167 1.0263
17.4333 1.0257
17.4500 1.0241
17.4667 1.0231
17.4833 1.0234
17.5000 1.0228
17.5167 1.022
17.5333 1.0213
17.5500 1.0221
17.5667 1.0212
17.5833 1.0209
17.6000 1.0202
17.6167 1.0211
17.6333 1.0202
17.6500 1.0197
Time Displacement
(min) (ft)
17.6667 1.0188
17.6833 1.0191
17.7000 1.0186
17.7167 1.0173
17.7333 1.0161
17.7500 1.0176
17.7667 1.0156
17.7833 1.014
17.8000 1.0144
17.8167 1.0145
17.8333 1.0141
17.8500 1.0127
17.8667 1.0135
17.8833 1.0097
17.9000 1.0143
17.9167 1.0095
17.9333 1.0103
17.9500 1.0088
17.9667 1.0102
17.9833 1.0092
18.0000 1.0079
18.0167 1.0079
18.0333 1.0063
18.0500 1.0077
18.0667 1.0069
18.0833 1.0058
18.1000 1.0059
18.1167 1.0049
18.1333 1.0036
18.1500 1.0043
18.1667 1.0028
18.1833 1.0031
18.2000 1.0022
18.2167 1.0017
18.2333 1.0027
18.2500 1.0008
18.2667 1.0002
18.2833 1.001
18.3000 1.0002
18.3167 0.9995
18.3333 0.999
Time Displacement
(min) (ft)
18.3500 0.9997
18.3667 0.9993
18.3833 0.9986
18.4000 0.9969
18.4167 0.9966
18.4333 0.9956
18.4500 0.9963
18.4667 0.9943
18.4833 0.9947
18.5000 0.9951
18.5167 0.9958
18.5333 0.9939
18.5500 0.9946
18.5667 0.9934
18.5833 0.9924
18.6000 0.9936
18.6167 0.9927
18.6333 0.9913
18.6500 0.9915
18.6667 0.9905
18.6833 0.9896
18.7000 0.99
18.7167 0.9896
18.7333 0.9894
18.7500 0.9884
18.7667 0.9888
18.7833 0.9873
18.8000 0.9876
18.8167 0.9864
18.8333 0.9859
18.8500 0.9852
18.8667 0.9853
18.8833 0.9852
18.9000 0.9842
18.9167 0.9832
18.9333 0.9833
18.9500 0.9831
18.9667 0.9819
18.9833 0.9807
19.0000 0.9806
19.0167 0.9806
Time Displacement
(min) (ft)
19.0333 0.9796
19.0500 0.9809
19.0667 0.9793
19.0833 0.9783
19.1000 0.9781
19.1167 0.9776
19.1333 0.9782
19.1500 0.9772
19.1667 0.976
19.1833 0.9751
19.2000 0.9747
19.2167 0.9739
19.2333 0.9744
19.2500 0.974
19.2667 0.9729
19.2833 0.9729
19.3000 0.9727
19.3167 0.9716
19.3333 0.9737
19.3500 0.9724
19.3667 0.9715
19.3833 0.9712
19.4000 0.9704
19.4167 0.9707
19.4333 0.9691
19.4500 0.9689
19.4667 0.9691
19.4833 0.9679
19.5000 0.968
19.5167 0.9678
19.5333 0.9653
19.5500 0.9668
19.5667 0.9659
19.5833 0.9653
19.6000 0.9661
19.6167 0.9646
19.6333 0.9645
19.6500 0.9642
19.6667 0.9628
19.6833 0.9622
19.7000 0.9624
Time Displacement
(min) (ft)
19.7167 0.9633
19.7333 0.9613
19.7500 0.962
19.7667 0.9605
19.7833 0.9606
19.8000 0.9595
19.8167 0.9598
19.8333 0.9586
19.8500 0.9592
19.8667 0.9577
19.8833 0.9572
19.9000 0.9564
19.9167 0.957
19.9333 0.9555
19.9500 0.9552
19.9667 0.9567
19.9833 0.9543
20.0000 0.9547
20.0167 0.9552
20.0333 0.9538
20.0500 0.9522
20.0667 0.9525
20.0833 0.9513
20.1000 0.9517
20.1167 0.9508
20.1333 0.9506
20.1500 0.9521
20.1667 0.95
20.1833 0.9493
20.2000 0.9492
20.2167 0.9489
20.2333 0.9488
20.2500 0.9481
20.2667 0.9474
20.2833 0.9473
20.3000 0.9473
20.3167 0.9462
20.3333 0.9457
20.3500 0.9453
20.3667 0.9448
20.3833 0.944
Time Displacement
(min) (ft)
20.4000 0.9441
20.4167 0.9434
20.4333 0.9425
20.4500 0.9447
20.4667 0.9415
20.4833 0.9405
20.5000 0.9355
20.5167 0.9401
20.5333 0.9398
20.5500 0.9401
20.5667 0.9392
20.5833 0.9387
20.6000 0.9387
20.6167 0.9383
20.6333 0.9378
20.6500 0.9367
20.6667 0.9363
20.6833 0.9351
20.7000 0.936
20.7167 0.9361
20.7333 0.9353
20.7500 0.9344
20.7667 0.9339
20.7833 0.934
20.8000 0.934
20.8167 0.9338
20.8333 0.9329
20.8500 0.9325
20.8667 0.9327
20.8833 0.9319
20.9000 0.9321
20.9167 0.9311
20.9333 0.9305
20.9500 0.9301
20.9667 0.9292
20.9833 0.9283
21.0000 0.9289
21.0167 0.9284
21.0333 0.9282
21.0500 0.9268
21.0667 0.9264
Time Displacement
(min) (ft)
21.0833 0.9263
21.1000 0.9255
21.1167 0.9262
21.1333 0.9256
21.1500 0.925
21.1667 0.9232
21.1833 0.9241
21.2000 0.9242
21.2167 0.9227
21.2333 0.9221
21.2500 0.9215
21.2667 0.922
21.2833 0.9208
21.3000 0.921
21.3167 0.9195
21.3333 0.9188
21.3500 0.9183
21.3667 0.9176
21.3833 0.9178
21.4000 0.9179
21.4167 0.9172
21.4333 0.9175
21.4500 0.9164
21.4667 0.9173
21.4833 0.9167
21.5000 0.9161
21.5167 0.9158
21.5333 0.9147
21.5500 0.9151
21.5667 0.9141
21.5833 0.913
21.6000 0.913
21.6167 0.9135
21.6333 0.913
21.6500 0.9119
21.6667 0.9119
21.6833 0.9115
21.7000 0.9108
21.7167 0.9108
21.7333 0.9096
21.7500 0.9103
Time Displacement
(min) (ft)
21.7667 0.9092
21.7833 0.9085
21.8000 0.9082
21.8167 0.9077
21.8333 0.9077
21.8500 0.9063
21.8667 0.9063
21.8833 0.9068
21.9000 0.9066
21.9167 0.9064
21.9333 0.9044
21.9500 0.9052
21.9667 0.9048
21.9833 0.9042
22.0000 0.904
22.0167 0.9028
22.0333 0.9024
22.0500 0.9024
22.0667 0.9021
22.0833 0.9011
22.1000 0.9004
22.1167 0.9003
22.1333 0.9005
22.1500 0.9
22.1667 0.8991
22.1833 0.8985
22.2000 0.8975
22.2167 0.8982
22.2333 0.8973
22.2500 0.8982
22.2667 0.8957
22.2833 0.8967
22.3000 0.8959
22.3167 0.8961
22.3333 0.8952
22.3500 0.8951
22.3667 0.8945
22.3833 0.8948
22.4000 0.8932
22.4167 0.8928
22.4333 0.8937
Time Displacement
(min) (ft)
22.4500 0.8926
22.4667 0.8927
22.4833 0.8916
22.5000 0.8908
22.5167 0.8912
22.5333 0.8901
22.5500 0.89
22.5667 0.8894
22.5833 0.889
22.6000 0.8891
22.6167 0.8889
22.6333 0.8881
22.6500 0.8869
22.6667 0.8865
22.6833 0.8881
22.7000 0.8867
22.7167 0.8862
22.7333 0.8859
22.7500 0.8856
22.7667 0.8847
22.7833 0.8841
22.8000 0.8849
22.8167 0.8832
22.8333 0.8833
22.8500 0.8833
22.8667 0.8824
22.8833 0.8823
22.9000 0.882
22.9167 0.8821
22.9333 0.8818
22.9500 0.8805
22.9667 0.88
22.9833 0.8786
23.0000 0.8799
23.0167 0.8802
23.0333 0.8779
23.0500 0.879
23.0667 0.8782
23.0833 0.8786
23.1000 0.8767
23.1167 0.8761
Time Displacement
(min) (ft)
23.1333 0.8756
23.1500 0.8759
23.1667 0.8748
23.1833 0.8736
23.2000 0.8739
23.2167 0.8734
23.2333 0.8733
23.2500 0.8726
23.2667 0.8731
23.2833 0.8724
23.3000 0.8712
23.3167 0.8713
23.3333 0.8709
23.3500 0.871
23.3667 0.8703
23.3833 0.8702
23.4000 0.8688
23.4167 0.8698
23.4333 0.8685
23.4500 0.8685
23.4667 0.8687
23.4833 0.8674
23.5000 0.8679
23.5167 0.8673
23.5333 0.8671
23.5500 0.8669
23.5667 0.867
23.5833 0.8654
23.6000 0.8644
23.6167 0.8649
23.6333 0.8637
23.6500 0.8651
23.6667 0.8642
23.6833 0.8632
23.7000 0.8638
23.7167 0.8599
23.7333 0.8629
23.7500 0.8623
23.7667 0.8617
23.7833 0.8606
23.8000 0.8608
Time Displacement
(min) (ft)
23.8167 0.8606
23.8333 0.8607
23.8500 0.86
23.8667 0.8592
23.8833 0.8593
23.9000 0.8582
23.9167 0.858
23.9333 0.8584
23.9500 0.8579
23.9667 0.8565
23.9833 0.8559
24.0000 0.8561
24.0167 0.8545
24.0333 0.8547
24.0500 0.8553
24.0667 0.8541
24.0833 0.8536
24.1000 0.8538
24.1167 0.8529
24.1333 0.8523
24.1500 0.853
24.1667 0.8516
24.1833 0.8513
24.2000 0.8517
24.2167 0.8508
24.2333 0.8501
24.2500 0.8511
24.2667 0.8507
24.2833 0.8491
24.3000 0.8493
24.3167 0.8483
24.3333 0.8476
24.3500 0.8482
24.3667 0.8479
24.3833 0.8474
24.4000 0.8471
24.4167 0.8474
24.4333 0.8476
24.4500 0.8455
24.4667 0.8457
24.4833 0.8462
Time Displacement
(min) (ft)
24.5000 0.8444
24.5167 0.8446
24.5333 0.8438
24.5500 0.844
24.5667 0.8436
24.5833 0.8428
24.6000 0.8422
24.6167 0.8399
24.6333 0.8414
24.6500 0.8405
24.6667 0.84
24.6833 0.8397
24.7000 0.8399
24.7167 0.8394
24.7333 0.8393
24.7500 0.8397
24.7667 0.8386
24.7833 0.8393
24.8000 0.8384
24.8167 0.838
24.8333 0.8377
24.8500 0.8375
24.8667 0.8369
24.8833 0.8364
24.9000 0.8366
24.9167 0.8366
24.9333 0.8349
24.9500 0.834
24.9667 0.834
24.9833 0.8342
25.0000 0.8342
25.0167 0.834
25.0333 0.8331
25.0500 0.8327
25.0667 0.8325
25.0833 0.8316
25.1000 0.832
25.1167 0.8313
25.1333 0.8301
25.1500 0.8303
25.1667 0.8295
Time Displacement
(min) (ft)
25.1833 0.8298
25.2000 0.8289
25.2167 0.8298
25.2333 0.8283
25.2500 0.8273
25.2667 0.8275
25.2833 0.8272
25.3000 0.8258
25.3167 0.8247
25.3333 0.8256
25.3500 0.8247
25.3667 0.8252
25.3833 0.8245
25.4000 0.8245
25.4167 0.825
25.4333 0.8249
25.4500 0.8242
25.4667 0.8244
25.4833 0.8233
25.5000 0.8233
25.5167 0.8226
25.5333 0.8223
25.5500 0.822
25.5667 0.8211
25.5833 0.8211
25.6000 0.8215
25.6167 0.8217
25.6333 0.8201
25.6500 0.8192
25.6667 0.8197
25.6833 0.8174
25.7000 0.819
25.7167 0.8194
25.7333 0.8182
25.7500 0.8172
25.7667 0.8171
25.7833 0.8169
25.8000 0.8155
25.8167 0.815
25.8333 0.8149
25.8500 0.8152
Time Displacement
(min) (ft)
25.8667 0.8152
25.8833 0.814
25.9000 0.8147
25.9167 0.8137
25.9333 0.8131
25.9500 0.8137
25.9667 0.8123
25.9833 0.8118
26.0000 0.8116
26.0167 0.8117
26.0333 0.811
26.0500 0.8097
26.0667 0.8099
26.0833 0.8094
26.1000 0.8092
26.1167 0.8083
26.1333 0.8074
26.1500 0.8081
26.1667 0.8081
26.1833 0.8071
26.2000 0.8055
26.2167 0.8091
26.2333 0.8051
26.2500 0.8049
26.2667 0.806
26.2833 0.8088
26.3000 0.8062
26.3167 0.8058
26.3333 0.8042
26.3500 0.8049
26.3667 0.8032
26.3833 0.8033
26.4000 0.8035
26.4167 0.803
26.4333 0.8031
26.4500 0.8017
26.4667 0.8017
26.4833 0.8013
26.5000 0.8013
26.5167 0.8009
26.5333 0.8006
Time Displacement
(min) (ft)
26.5500 0.799
26.5667 0.7993
26.5833 0.7997
26.6000 0.7997
26.6167 0.7982
26.6333 0.7989
26.6500 0.7977
26.6667 0.7985
26.6833 0.7971
26.7000 0.7979
26.7167 0.7974
26.7333 0.7961
26.7500 0.7965
26.7667 0.796
26.7833 0.7942
26.8000 0.7949
26.8167 0.7944
26.8333 0.7942
26.8500 0.7941
26.8667 0.7939
26.8833 0.7934
26.9000 0.7939
26.9167 0.792
26.9333 0.7921
26.9500 0.7914
26.9667 0.7921
26.9833 0.7903
27.0000 0.7911
27.0167 0.7903
27.0333 0.7906
27.0500 0.7902
27.0667 0.7892
27.0833 0.7892
27.1000 0.789
27.1167 0.7898
27.1333 0.7881
27.1500 0.7887
27.1667 0.7879
27.1833 0.7874
27.2000 0.7867
27.2167 0.7861
Time Displacement
(min) (ft)
27.2333 0.786
27.2500 0.7863
27.2667 0.785
27.2833 0.7847
27.3000 0.7847
27.3167 0.7844
27.3333 0.7837
27.3500 0.7833
27.3667 0.7836
27.3833 0.7822
27.4000 0.783
27.4167 0.7825
27.4333 0.7807
27.4500 0.7812
27.4667 0.7809
27.4833 0.7817
27.5000 0.7806
27.5167 0.7802
27.5333 0.7787
27.5500 0.7796
27.5667 0.7785
27.5833 0.7783
27.6000 0.7785
27.6167 0.7784
27.6333 0.7769
27.6500 0.7774
27.6667 0.777
27.6833 0.7761
27.7000 0.7767
27.7167 0.7761
27.7333 0.7775
27.7500 0.7752
27.7667 0.7752
27.7833 0.7749
27.8000 0.7732
27.8167 0.7742
27.8333 0.7738
27.8500 0.7737
27.8667 0.7735
27.8833 0.7729
27.9000 0.7726
Time Displacement
(min) (ft)
27.9167 0.7719
27.9333 0.7712
27.9500 0.7717
27.9667 0.7705
27.9833 0.7707
28.0000 0.7697
28.0167 0.7707
28.0333 0.7695
28.0500 0.7695
28.0667 0.7691
28.0833 0.7695
28.1000 0.768
28.1167 0.7683
28.1333 0.7679
28.1500 0.7676
28.1667 0.7666
28.1833 0.7659
28.2000 0.7659
28.2167 0.7657
28.2333 0.7655
28.2500 0.7649
28.2667 0.7646
28.2833 0.7649
28.3000 0.7643
28.3167 0.7641
28.3333 0.7637
28.3500 0.7631
28.3667 0.7629
28.3833 0.7621
28.4000 0.7624
28.4167 0.7615
28.4333 0.7628
28.4500 0.761
28.4667 0.76
28.4833 0.761
28.5000 0.7615
28.5167 0.758
28.5333 0.7606
28.5500 0.7599
28.5667 0.7595
28.5833 0.7583
Time Displacement
(min) (ft)
28.6000 0.7577
28.6167 0.7578
28.6333 0.7581
28.6500 0.7575
28.6667 0.7569
28.6833 0.757
28.7000 0.7565
28.7167 0.7564
28.7333 0.7553
28.7500 0.7553
28.7667 0.7552
28.7833 0.7545
28.8000 0.7539
28.8167 0.755
28.8333 0.7538
28.8500 0.7528
28.8667 0.7526
28.8833 0.7521
28.9000 0.7515
28.9167 0.7518
28.9333 0.7507
28.9500 0.7524
28.9667 0.7511
28.9833 0.7513
29.0000 0.7499
29.0167 0.7503
29.0333 0.75
29.0500 0.7498
29.0667 0.7491
29.0833 0.7476
29.1000 0.7481
29.1167 0.7495
29.1333 0.7477
29.1500 0.7475
29.1667 0.7468
29.1833 0.7465
29.2000 0.7464
29.2167 0.7466
29.2333 0.7451
29.2500 0.7455
29.2667 0.7446
Time Displacement
(min) (ft)
29.2833 0.7456
29.3000 0.744
29.3167 0.7439
29.3333 0.7436
29.3500 0.7431
29.3667 0.7434
29.3833 0.7422
29.4000 0.7424
29.4167 0.7429
29.4333 0.7423
29.4500 0.7424
29.4667 0.7427
29.4833 0.7405
29.5000 0.7414
29.5167 0.7408
29.5333 0.7402
29.5500 0.741
29.5667 0.74
29.5833 0.7402
29.6000 0.7406
29.6167 0.7393
29.6333 0.7391
29.6500 0.7388
29.6667 0.7379
29.6833 0.7375
29.7000 0.7377
29.7167 0.7372
29.7333 0.7362
29.7500 0.7355
29.7667 0.7362
29.7833 0.7382
29.8000 0.7384
29.8167 0.7403
29.8333 0.7364
29.8500 0.7343
29.8667 0.735
29.8833 0.7331
29.9000 0.7327
29.9167 0.7334
29.9333 0.7325
29.9500 0.7328
Time Displacement
(min) (ft)
29.9667 0.732
29.9833 0.7305
30.0000 0.7304
30.0167 0.7312
30.0333 0.7304
30.0500 0.7299
30.0667 0.7297
30.0833 0.7293
30.1000 0.7285
30.1167 0.7287
30.1333 0.7285
30.1500 0.7273
30.1667 0.7281
30.1833 0.7281
30.2000 0.7276
30.2167 0.727
30.2333 0.7262
30.2500 0.7258
30.2667 0.725
30.2833 0.7247
30.3000 0.7259
30.3167 0.7237
30.3333 0.7245
30.3500 0.7243
30.3667 0.723
30.3833 0.7234
30.4000 0.7237
30.4167 0.7228
30.4333 0.7231
30.4500 0.7227
30.4667 0.7224
30.4833 0.7225
30.5000 0.7223
30.5167 0.721
30.5333 0.7212
30.5500 0.721
30.5667 0.72
30.5833 0.7207
30.6000 0.7199
30.6167 0.7189
30.6333 0.7194
Time Displacement
(min) (ft)
30.6500 0.7194
30.6667 0.7185
30.6833 0.7181
30.7000 0.7182
30.7167 0.7181
30.7333 0.7183
30.7500 0.7165
30.7667 0.7183
30.7833 0.7169
30.8000 0.7166
30.8167 0.7161
30.8333 0.7151
30.8500 0.7153
30.8667 0.7149
30.8833 0.7155
30.9000 0.7148
30.9167 0.7133
30.9333 0.7136
30.9500 0.7135
30.9667 0.7142
30.9833 0.7136
31.0000 0.7117
31.0167 0.7127
31.0333 0.7117
31.0500 0.7121
31.0667 0.7102
31.0833 0.7116
31.1000 0.7105
31.1167 0.7102
31.1333 0.7105
31.1500 0.7096
31.1667 0.7082
31.1833 0.7087
31.2000 0.7091
31.2167 0.7081
31.2333 0.707
31.2500 0.7084
31.2667 0.7076
31.2833 0.7066
31.3000 0.7062
31.3167 0.706
Time Displacement
(min) (ft)
31.3333 0.7058
31.3500 0.7061
31.3667 0.7048
31.3833 0.705
31.4000 0.7049
31.4167 0.7057
31.4333 0.7042
31.4500 0.7041
31.4667 0.7047
31.4833 0.7023
31.5000 0.7032
31.5167 0.7024
31.5333 0.7016
31.5500 0.7026
31.5667 0.702
31.5833 0.7019
31.6000 0.7018
31.6167 0.7012
31.6333 0.699
31.6500 0.7006
31.6667 0.7003
31.6833 0.6994
31.7000 0.6989
31.7167 0.7
31.7333 0.7
31.7500 0.6981
31.7667 0.6992
31.7833 0.6985
31.8000 0.6985
31.8167 0.6974
31.8333 0.6983
31.8500 0.6967
31.8667 0.6979
31.8833 0.6959
31.9000 0.6966
31.9167 0.6966
31.9333 0.6956
31.9500 0.6957
31.9667 0.6958
31.9833 0.695
32.0000 0.6953
Time Displacement
(min) (ft)
32.0167 0.6942
32.0333 0.693
32.0500 0.6938
32.0667 0.6932
32.0833 0.6938
32.1000 0.6927
32.1167 0.6922
32.1333 0.6928
32.1500 0.692
32.1667 0.6884
32.1833 0.6897
32.2000 0.6924
32.2167 0.6913
32.2333 0.6896
32.2500 0.6899
32.2667 0.6892
32.2833 0.6893
32.3000 0.689
32.3167 0.6888
32.3333 0.6882
32.3500 0.6881
32.3667 0.6887
32.3833 0.6877
32.4000 0.6883
32.4167 0.6871
32.4333 0.6861
32.4500 0.6865
32.4667 0.6869
32.4833 0.6858
32.5000 0.6859
32.5167 0.6851
32.5333 0.6857
32.5500 0.6846
32.5667 0.6839
32.5833 0.6836
32.6000 0.6832
32.6167 0.6841
32.6333 0.683
32.6500 0.6843
32.6667 0.6829
32.6833 0.6823
Time Displacement
(min) (ft)
32.7000 0.6822
32.7167 0.6821
32.7333 0.6811
32.7500 0.6817
32.7667 0.6808
32.7833 0.6824
32.8000 0.6812
32.8167 0.6807
32.8333 0.6806
32.8500 0.6801
32.8667 0.6792
32.8833 0.679
32.9000 0.6786
32.9167 0.6777
32.9333 0.6767
32.9500 0.6785
32.9667 0.677
32.9833 0.678
33.0000 0.6777
33.0167 0.6772
33.0333 0.6773
33.0500 0.6778
33.0667 0.6776
33.0833 0.6778
33.1000 0.676
33.1167 0.6759
33.1333 0.6759
33.1500 0.6761
33.1667 0.6758
33.1833 0.6746
33.2000 0.6744
33.2167 0.6741
33.2333 0.6741
33.2500 0.6736
33.2667 0.6731
33.2833 0.6727
33.3000 0.6723
33.3167 0.672
33.3333 0.6719
33.3500 0.6713
33.3667 0.671
Time Displacement
(min) (ft)
33.3833 0.6706
33.4000 0.6709
33.4167 0.6691
33.4333 0.6703
33.4500 0.6699
33.4667 0.6686
33.4833 0.6684
33.5000 0.6688
33.5167 0.6684
33.5333 0.6675
33.5500 0.6678
33.5667 0.667
33.5833 0.6671
33.6000 0.6665
33.6167 0.6668
33.6333 0.6662
33.6500 0.6653
33.6667 0.6661
33.6833 0.6651
33.7000 0.6652
33.7167 0.6648
33.7333 0.6644
33.7500 0.6636
33.7667 0.6633
33.7833 0.6636
33.8000 0.6641
33.8167 0.6625
33.8333 0.6629
33.8500 0.6621
33.8667 0.6619
33.8833 0.662
33.9000 0.6616
33.9167 0.6616
33.9333 0.6603
33.9500 0.6601
33.9667 0.6608
33.9833 0.6593
34.0000 0.6594
34.0167 0.6588
34.0333 0.6592
34.0500 0.66
Time Displacement
(min) (ft)
34.0667 0.6589
34.0833 0.6577
34.1000 0.6573
34.1167 0.6577
34.1333 0.6566
34.1500 0.6572
34.1667 0.6549
34.1833 0.6566
34.2000 0.6552
34.2167 0.6565
34.2333 0.6568
34.2500 0.6558
34.2667 0.6563
34.2833 0.6556
34.3000 0.6548
34.3167 0.6545
34.3333 0.6547
34.3500 0.655
34.3667 0.654
34.3833 0.6533
34.4000 0.6544
34.4167 0.6536
34.4333 0.6529
34.4500 0.653
34.4667 0.6526
34.4833 0.6517
34.5000 0.6506
34.5167 0.6513
34.5333 0.651
34.5500 0.651
34.5667 0.6491
34.5833 0.6497
34.6000 0.6495
34.6167 0.6494
34.6333 0.6489
34.6500 0.6484
34.6667 0.6491
34.6833 0.6468
34.7000 0.6472
34.7167 0.6489
34.7333 0.6476
Time Displacement
(min) (ft)
34.7500 0.6486
34.7667 0.6477
34.7833 0.6467
34.8000 0.6458
34.8167 0.647
34.8333 0.6463
34.8500 0.6452
34.8667 0.6461
34.8833 0.6465
34.9000 0.6447
34.9167 0.6436
34.9333 0.6433
34.9500 0.644
34.9667 0.6434
34.9833 0.6434
35.0000 0.6438
35.0167 0.643
35.0333 0.6429
35.0500 0.6416
35.0667 0.6419
35.0833 0.6425
35.1000 0.6409
35.1167 0.6404
35.1333 0.6409
35.1500 0.6407
35.1667 0.6407
35.1833 0.6399
35.2000 0.6401
35.2167 0.6405
35.2333 0.6391
35.2500 0.6382
35.2667 0.6382
35.2833 0.638
35.3000 0.6393
35.3167 0.6383
35.3333 0.6377
35.3500 0.6364
35.3667 0.6368
35.3833 0.6375
35.4000 0.636
35.4167 0.636
Time Displacement
(min) (ft)
35.4333 0.6369
35.4500 0.6361
35.4667 0.6363
35.4833 0.6362
35.5000 0.6342
35.5167 0.6344
35.5333 0.6331
35.5500 0.6343
35.5667 0.6336
35.5833 0.6333
35.6000 0.6331
35.6167 0.6324
35.6333 0.6324
35.6500 0.6312
35.6667 0.6313
35.6833 0.632
35.7000 0.632
35.7167 0.6315
35.7333 0.6312
35.7500 0.6312
35.7667 0.6309
35.7833 0.6301
35.8000 0.6303
35.8167 0.6297
35.8333 0.6291
35.8500 0.6287
35.8667 0.6303
35.8833 0.6284
35.9000 0.6285
35.9167 0.6293
35.9333 0.6298
35.9500 0.6283
35.9667 0.6287
35.9833 0.6287
36.0000 0.6282
36.0167 0.6288
36.0333 0.6271
36.0500 0.6278
36.0667 0.627
36.0833 0.626
36.1000 0.6254
Time Displacement
(min) (ft)
36.1167 0.6252
36.1333 0.6256
36.1500 0.6251
36.1667 0.6249
36.1833 0.6257
36.2000 0.6246
36.2167 0.6227
36.2333 0.6235
36.2500 0.6235
36.2667 0.6239
36.2833 0.6227
36.3000 0.6228
36.3167 0.622
36.3333 0.6218
36.3500 0.6223
36.3667 0.621
36.3833 0.6213
36.4000 0.621
36.4167 0.6207
36.4333 0.6198
36.4500 0.6196
36.4667 0.6165
36.4833 0.6203
36.5000 0.62
36.5167 0.6185
36.5333 0.6194
36.5500 0.6176
36.5667 0.6171
36.5833 0.6183
36.6000 0.6173
36.6167 0.618
36.6333 0.617
36.6500 0.6163
36.6667 0.6158
36.6833 0.6163
36.7000 0.6163
36.7167 0.6161
36.7333 0.6148
36.7500 0.615
36.7667 0.6149
36.7833 0.6145
Time Displacement
(min) (ft)
36.8000 0.6135
36.8167 0.6126
36.8333 0.6136
36.8500 0.6137
36.8667 0.6135
36.8833 0.6122
36.9000 0.6137
36.9167 0.6125
36.9333 0.6113
36.9500 0.6119
36.9667 0.6111
36.9833 0.6114
37.0000 0.6108
37.0167 0.6117
37.0333 0.6101
37.0500 0.6097
37.0667 0.6111
37.0833 0.6103
37.1000 0.6098
37.1167 0.6096
37.1333 0.6091
37.1500 0.6099
37.1667 0.609
37.1833 0.6083
37.2000 0.608
37.2167 0.6082
37.2333 0.608
37.2500 0.607
37.2667 0.6065
37.2833 0.6087
37.3000 0.6064
37.3167 0.607
37.3333 0.6054
37.3500 0.6065
37.3667 0.6063
37.3833 0.6051
37.4000 0.6059
37.4167 0.6053
37.4333 0.605
37.4500 0.6043
37.4667 0.6044
Time Displacement
(min) (ft)
37.4833 0.6042
37.5000 0.6047
37.5167 0.6027
37.5333 0.6026
37.5500 0.6031
37.5667 0.6027
37.5833 0.6033
37.6000 0.6019
37.6167 0.6027
37.6333 0.601
37.6500 0.6032
37.6667 0.6004
37.6833 0.6
37.7000 0.6006
37.7167 0.5993
37.7333 0.5999
37.7500 0.6006
37.7667 0.5998
37.7833 0.5991
37.8000 0.599
37.8167 0.5986
37.8333 0.5991
37.8500 0.5984
37.8667 0.5978
37.8833 0.5978
37.9000 0.5985
37.9167 0.5975
37.9333 0.5973
37.9500 0.5968
37.9667 0.5968
37.9833 0.5966
38.0000 0.5952
38.0167 0.5955
38.0333 0.5959
38.0500 0.595
38.0667 0.5944
38.0833 0.5937
38.1000 0.5943
38.1167 0.594
38.1333 0.594
38.1500 0.5933
Time Displacement
(min) (ft)
38.1667 0.5943
38.1833 0.5936
38.2000 0.5931
38.2167 0.5926
38.2333 0.594
38.2500 0.594
38.2667 0.593
38.2833 0.5928
38.3000 0.5928
38.3167 0.5912
38.3333 0.593
38.3500 0.5918
38.3667 0.5922
38.3833 0.5918
38.4000 0.5908
38.4167 0.5905
38.4333 0.5901
38.4500 0.5899
38.4667 0.5888
38.4833 0.5892
38.5000 0.5893
38.5167 0.5891
38.5333 0.5869
38.5500 0.5882
38.5667 0.5891
38.5833 0.5874
38.6000 0.5871
38.6167 0.587
38.6333 0.587
38.6500 0.5864
38.6667 0.5865
38.6833 0.5863
38.7000 0.5864
38.7167 0.5868
38.7333 0.5856
38.7500 0.5858
38.7667 0.5857
38.7833 0.5849
38.8000 0.5845
38.8167 0.5848
38.8333 0.5843
Time Displacement
(min) (ft)
38.8500 0.5831
38.8667 0.583
38.8833 0.5828
38.9000 0.5808
38.9167 0.582
38.9333 0.5833
38.9500 0.581
38.9667 0.5811
38.9833 0.5822
39.0000 0.5824
39.0167 0.5813
39.0333 0.5807
39.0500 0.5797
39.0667 0.5804
39.0833 0.5798
39.1000 0.5789
39.1167 0.5794
39.1333 0.5793
39.1500 0.5797
39.1667 0.5797
39.1833 0.5782
39.2000 0.5779
39.2167 0.5772
39.2333 0.5781
39.2500 0.5775
39.2667 0.5772
39.2833 0.5769
39.3000 0.5771
39.3167 0.5759
39.3333 0.5764
39.3500 0.5758
39.3667 0.5759
39.3833 0.5751
39.4000 0.5758
39.4167 0.5746
39.4333 0.5748
39.4500 0.5755
39.4667 0.5731
39.4833 0.5736
39.5000 0.5729
39.5167 0.5735
Time Displacement
(min) (ft)
39.5333 0.5731
39.5500 0.5719
39.5667 0.5726
39.5833 0.5729
39.6000 0.5736
39.6167 0.5721
39.6333 0.5726
39.6500 0.5728
39.6667 0.5715
39.6833 0.5714
39.7000 0.5711
39.7167 0.5711
39.7333 0.5716
39.7500 0.5701
39.7667 0.5708
39.7833 0.571
39.8000 0.5704
39.8167 0.5703
39.8333 0.5692
39.8500 0.57
39.8667 0.5696
39.8833 0.5693
39.9000 0.5685
39.9167 0.5686
39.9333 0.5675
39.9500 0.5673
39.9667 0.5674
39.9833 0.567
40.0000 0.5672
40.0167 0.5666
40.0333 0.5659
40.0500 0.567
40.0667 0.5657
40.0833 0.5664
40.1000 0.5638
40.1167 0.5664
40.1333 0.5653
40.1500 0.5654
40.1667 0.5647
40.1833 0.5644
40.2000 0.565
Time Displacement
(min) (ft)
40.2167 0.5644
40.2333 0.5636
40.2500 0.5633
40.2667 0.5631
40.2833 0.5628
40.3000 0.5636
40.3167 0.563
40.3333 0.5631
40.3500 0.5622
40.3667 0.5629
40.3833 0.5615
40.4000 0.5625
40.4167 0.5621
40.4333 0.5612
40.4500 0.5608
40.4667 0.5606
40.4833 0.5612
40.5000 0.5605
40.5167 0.561
40.5333 0.5604
40.5500 0.5598
40.5667 0.56
40.5833 0.5595
40.6000 0.5591
40.6167 0.5589
40.6333 0.557
40.6500 0.5583
40.6667 0.5584
40.6833 0.5587
40.7000 0.558
40.7167 0.5571
40.7333 0.557
40.7500 0.5563
40.7667 0.5561
40.7833 0.5557
40.8000 0.5563
40.8167 0.556
40.8333 0.5558
40.8500 0.5548
40.8667 0.5546
40.8833 0.5545
Time Displacement
(min) (ft)
40.9000 0.5546
40.9167 0.5551
40.9333 0.5542
40.9500 0.5537
40.9667 0.554
40.9833 0.5538
41.0000 0.5537
41.0167 0.5531
41.0333 0.5528
41.0500 0.5531
41.0667 0.5526
41.0833 0.5537
41.1000 0.5537
41.1167 0.5538
41.1333 0.5525
41.1500 0.5524
41.1667 0.5525
41.1833 0.5523
41.2000 0.5521
41.2167 0.5511
41.2333 0.5515
41.2500 0.5509
41.2667 0.5503
41.2833 0.5507
41.3000 0.5506
41.3167 0.5505
41.3333 0.5497
41.3500 0.55
41.3667 0.5484
41.3833 0.5496
41.4000 0.5487
41.4167 0.5489
41.4333 0.5496
41.4500 0.5484
41.4667 0.5477
41.4833 0.5472
41.5000 0.5488
41.5167 0.5471
41.5333 0.548
41.5500 0.5465
41.5667 0.5476
Time Displacement
(min) (ft)
41.5833 0.5465
41.6000 0.5467
41.6167 0.5465
41.6333 0.546
41.6500 0.5457
41.6667 0.5466
41.6833 0.546
41.7000 0.5458
41.7167 0.5441
41.7333 0.5443
41.7500 0.5443
41.7667 0.5439
41.7833 0.5435
41.8000 0.5442
41.8167 0.5447
41.8333 0.5421
41.8500 0.5428
41.8667 0.5427
41.8833 0.5423
41.9000 0.5425
41.9167 0.5422
41.9333 0.5419
41.9500 0.5422
41.9667 0.5411
41.9833 0.542
42.0000 0.5414
42.0167 0.5411
42.0333 0.541
42.0500 0.5392
42.0667 0.5393
42.0833 0.5393
42.1000 0.5391
42.1167 0.5383
42.1333 0.539
42.1500 0.539
42.1667 0.5385
42.1833 0.5386
42.2000 0.5378
42.2167 0.538
42.2333 0.5364
42.2500 0.5376
Time Displacement
(min) (ft)
42.2667 0.537
42.2833 0.5364
42.3000 0.5373
42.3167 0.535
42.3333 0.5361
42.3500 0.5367
42.3667 0.5361
42.3833 0.5352
42.4000 0.5351
42.4167 0.535
42.4333 0.5348
42.4500 0.5341
42.4667 0.5345
42.4833 0.534
42.5000 0.5342
42.5167 0.5337
42.5333 0.5359
42.5500 0.5343
42.5667 0.5344
42.5833 0.5335
42.6000 0.533
42.6167 0.5323
42.6333 0.5327
42.6500 0.5323
42.6667 0.5327
42.6833 0.5323
42.7000 0.5315
42.7167 0.5322
42.7333 0.5312
42.7500 0.5312
42.7667 0.5302
42.7833 0.5296
42.8000 0.5305
42.8167 0.5295
42.8333 0.5304
42.8500 0.5296
42.8667 0.5289
42.8833 0.5287
42.9000 0.5294
42.9167 0.5285
42.9333 0.5276
Time Displacement
(min) (ft)
42.9500 0.5286
42.9667 0.5285
42.9833 0.5272
43.0000 0.5272
43.0167 0.5278
43.0333 0.5276
43.0500 0.5268
43.0667 0.527
43.0833 0.5272
43.1000 0.527
43.1167 0.5258
43.1333 0.5255
43.1500 0.5263
43.1667 0.5263
43.1833 0.525
43.2000 0.5238
43.2167 0.5256
43.2333 0.5248
43.2500 0.525
43.2667 0.5248
43.2833 0.524
43.3000 0.5229
43.3167 0.522
43.3333 0.5223
43.3500 0.5237
43.3667 0.5234
43.3833 0.5231
43.4000 0.5224
43.4167 0.522
43.4333 0.5224
43.4500 0.5223
43.4667 0.5232
43.4833 0.5216
43.5000 0.5219
43.5167 0.5207
43.5333 0.5215
43.5500 0.5207
43.5667 0.521
43.5833 0.5211
43.6000 0.5203
43.6167 0.5202
Time Displacement
(min) (ft)
43.6333 0.5199
43.6500 0.5192
43.6667 0.5201
43.6833 0.5201
43.7000 0.5188
43.7167 0.5198
43.7333 0.5193
43.7500 0.5192
43.7667 0.5175
43.7833 0.5181
43.8000 0.5182
43.8167 0.5178
43.8333 0.5169
43.8500 0.5179
43.8667 0.5175
43.8833 0.5162
43.9000 0.5178
43.9167 0.518
43.9333 0.517
43.9500 0.5164
43.9667 0.5161
43.9833 0.5166
44.0000 0.516
44.0167 0.5156
44.0333 0.5162
44.0500 0.5147
44.0667 0.5156
44.0833 0.515
44.1000 0.5145
44.1167 0.5147
44.1333 0.5146
44.1500 0.5119
44.1667 0.5133
44.1833 0.5129
44.2000 0.5129
44.2167 0.5138
44.2333 0.5135
44.2500 0.5135
44.2667 0.5138
44.2833 0.5127
44.3000 0.5136
Time Displacement
(min) (ft)
44.3167 0.5114
44.3333 0.5127
44.3500 0.5126
44.3667 0.5113
44.3833 0.5117
44.4000 0.5112
44.4167 0.5118
44.4333 0.5108
44.4500 0.5115
44.4667 0.5108
44.4833 0.51
44.5000 0.5103
44.5167 0.5097
44.5333 0.5092
44.5500 0.5092
44.5667 0.5088
44.5833 0.5092
44.6000 0.5079
44.6167 0.5085
44.6333 0.5076
44.6500 0.5082
44.6667 0.5085
44.6833 0.5071
44.7000 0.5074
44.7167 0.5068
44.7333 0.5066
44.7500 0.5066
44.7667 0.506
44.7833 0.5055
44.8000 0.506
44.8167 0.5058
44.8333 0.5058
44.8500 0.5052
44.8667 0.5053
44.8833 0.5045
44.9000 0.504
44.9167 0.5049
44.9333 0.5038
44.9500 0.5049
44.9667 0.5038
44.9833 0.5043
Time Displacement
(min) (ft)
45.0000 0.5036
45.0167 0.5025
45.0333 0.5036
45.0500 0.5019
45.0667 0.5032
45.0833 0.5018
45.1000 0.5021
45.1167 0.5029
45.1333 0.5013
45.1500 0.5024
45.1667 0.5013
45.1833 0.5023
45.2000 0.5004
45.2167 0.4995
45.2333 0.4999
45.2500 0.5005
45.2667 0.4996
45.2833 0.5004
45.3000 0.4994
45.3167 0.4993
45.3333 0.4993
45.3500 0.499
45.3667 0.4986
45.3833 0.4985
45.4000 0.4982
45.4167 0.4976
45.4333 0.4986
45.4500 0.4982
45.4667 0.4974
45.4833 0.4988
45.5000 0.4978
45.5167 0.4966
45.5333 0.4972
45.5500 0.4973
45.5667 0.4979
45.5833 0.4971
45.6000 0.4971
45.6167 0.4972
45.6333 0.4965
45.6500 0.4964
45.6667 0.4955
Time Displacement
(min) (ft)
45.6833 0.4962
45.7000 0.4956
45.7167 0.496
45.7333 0.4953
45.7500 0.4965
45.7667 0.4952
45.7833 0.495
45.8000 0.4942
45.8167 0.494
45.8333 0.4937
45.8500 0.4955
45.8667 0.4934
45.8833 0.4938
45.9000 0.4936
45.9167 0.4933
45.9333 0.4936
45.9500 0.4925
45.9667 0.4919
45.9833 0.4927
46.0000 0.4917
46.0167 0.4924
46.0333 0.4917
46.0500 0.4907
46.0667 0.4916
46.0833 0.4916
46.1000 0.4911
46.1167 0.49
46.1333 0.4908
46.1500 0.4899
46.1667 0.4893
46.1833 0.4898
46.2000 0.4896
46.2167 0.4887
46.2333 0.4892
46.2500 0.4895
46.2667 0.4893
46.2833 0.4895
46.3000 0.4892
46.3167 0.4883
46.3333 0.488
46.3500 0.4886
Time Displacement
(min) (ft)
46.3667 0.4881
46.3833 0.4874
46.4000 0.4871
46.4167 0.4876
46.4333 0.4888
46.4500 0.4876
46.4667 0.4857
46.4833 0.487
46.5000 0.4863
46.5167 0.4875
46.5333 0.4856
46.5500 0.4867
46.5667 0.4862
46.5833 0.4854
46.6000 0.4855
46.6167 0.4846
46.6333 0.4856
46.6500 0.4839
46.6667 0.4845
46.6833 0.4849
46.7000 0.4843
46.7167 0.4843
46.7333 0.483
46.7500 0.4839
46.7667 0.4836
46.7833 0.4836
46.8000 0.4833
46.8167 0.4828
46.8333 0.4823
46.8500 0.4823
46.8667 0.4822
46.8833 0.4817
46.9000 0.4821
46.9167 0.4814
46.9333 0.4808
46.9500 0.4809
46.9667 0.4813
46.9833 0.4808
47.0000 0.4812
47.0167 0.4809
47.0333 0.4811
Time Displacement
(min) (ft)
47.0500 0.4806
47.0667 0.48
47.0833 0.4796
47.1000 0.4793
47.1167 0.4793
47.1333 0.4791
47.1500 0.4787
47.1667 0.4791
47.1833 0.4788
47.2000 0.4783
47.2167 0.4782
47.2333 0.4785
47.2500 0.4769
47.2667 0.4779
47.2833 0.4788
47.3000 0.4773
47.3167 0.4779
47.3333 0.477
47.3500 0.4775
47.3667 0.4765
47.3833 0.4779
47.4000 0.4761
47.4167 0.476
47.4333 0.4756
47.4500 0.475
47.4667 0.4755
47.4833 0.4758
47.5000 0.4754
47.5167 0.4756
47.5333 0.4754
47.5500 0.4755
47.5667 0.4749
47.5833 0.4756
47.6000 0.4746
47.6167 0.4751
47.6333 0.474
47.6500 0.4739
47.6667 0.4764
47.6833 0.4723
47.7000 0.4725
47.7167 0.4739
Time Displacement
(min) (ft)
47.7333 0.4728
47.7500 0.4735
47.7667 0.4729
47.7833 0.4728
47.8000 0.4721
47.8167 0.4732
47.8333 0.4731
47.8500 0.4709
47.8667 0.4709
47.8833 0.4723
47.9000 0.471
47.9167 0.4706
47.9333 0.4712
47.9500 0.4711
47.9667 0.4702
47.9833 0.47
48.0000 0.4711
48.0167 0.4704
48.0333 0.4694
48.0500 0.4687
48.0667 0.4688
48.0833 0.4696
48.1000 0.4696
48.1167 0.4701
48.1333 0.4698
48.1500 0.4691
48.1667 0.4668
48.1833 0.4681
48.2000 0.4683
48.2167 0.4682
48.2333 0.4683
48.2500 0.4675
48.2667 0.4677
48.2833 0.4668
48.3000 0.4668
48.3167 0.4671
48.3333 0.4668
48.3500 0.4689
48.3667 0.4596
48.3833 0.4656
48.4000 0.4682
Time Displacement
(min) (ft)
48.4167 0.4651
48.4333 0.4654
48.4500 0.4687
48.4667 0.4632
48.4833 0.4659
48.5000 0.4644
48.5167 0.4651
48.5333 0.4668
48.5500 0.4652
48.5667 0.4653
48.5833 0.4649
48.6000 0.4649
48.6167 0.4652
48.6333 0.4643
48.6500 0.4649
48.6667 0.4647
48.6833 0.4637
48.7000 0.4634
48.7167 0.4634
48.7333 0.463
48.7500 0.4633
48.7667 0.4631
48.7833 0.4628
48.8000 0.4634
48.8167 0.4632
48.8333 0.4618
48.8500 0.4623
48.8667 0.4614
48.8833 0.4613
48.9000 0.4621
48.9167 0.4611
48.9333 0.4601
48.9500 0.4616
48.9667 0.4599
48.9833 0.4611
49.0000 0.4601
49.0167 0.4595
49.0333 0.4595
49.0500 0.4599
49.0667 0.459
49.0833 0.4596
Time Displacement
(min) (ft)
49.1000 0.4593
49.1167 0.4586
49.1333 0.4598
49.1500 0.459
49.1667 0.4587
49.1833 0.4584
49.2000 0.4579
49.2167 0.457
49.2333 0.4574
49.2500 0.459
49.2667 0.457
49.2833 0.4575
49.3000 0.4572
49.3167 0.4567
49.3333 0.4563
49.3500 0.4561
49.3667 0.4561
49.3833 0.4558
49.4000 0.456
49.4167 0.4548
49.4333 0.4555
49.4500 0.4554
49.4667 0.4555
49.4833 0.4541
49.5000 0.4557
49.5167 0.4537
49.5333 0.4543
49.5500 0.4531
49.5667 0.4542
49.5833 0.4531
49.6000 0.4539
49.6167 0.4546
49.6333 0.4535
49.6500 0.4527
49.6667 0.4532
49.6833 0.4523
49.7000 0.4536
49.7167 0.4515
49.7333 0.4513
49.7500 0.4524
49.7667 0.4512
Time Displacement
(min) (ft)
49.7833 0.4508
49.8000 0.4502
49.8167 0.4516
49.8333 0.4506
49.8500 0.4511
49.8667 0.451
49.8833 0.4496
49.9000 0.4502
49.9167 0.4498
49.9333 0.4491
49.9500 0.45
49.9667 0.4486
49.9833 0.4511
50.0000 0.4487
50.0167 0.4482
50.0333 0.4491
50.0500 0.4486
50.0667 0.4478
50.0833 0.4481
50.1000 0.4481
50.1167 0.4474
50.1333 0.448
50.1500 0.4473
50.1667 0.4473
50.1833 0.4468
50.2000 0.4469
50.2167 0.4472
50.2333 0.4471
50.2500 0.4455
50.2667 0.4471
50.2833 0.4459
50.3000 0.4452
50.3167 0.4451
50.3333 0.4459
50.3500 0.445
50.3667 0.4449
50.3833 0.4449
50.4000 0.4449
50.4167 0.446
50.4333 0.4461
50.4500 0.4444
Time Displacement
(min) (ft)
50.4667 0.4447
50.4833 0.4445
50.5000 0.4453
50.5167 0.4444
50.5333 0.445
50.5500 0.4435
50.5667 0.4447
50.5833 0.4426
50.6000 0.4434
50.6167 0.4428
50.6333 0.4434
50.6500 0.4438
50.6667 0.4432
50.6833 0.443
50.7000 0.4427
50.7167 0.4424
50.7333 0.4414
50.7500 0.4423
50.7667 0.4416
50.7833 0.4417
50.8000 0.4413
50.8167 0.4417
50.8333 0.4413
50.8500 0.4412
50.8667 0.4406
50.8833 0.441
50.9000 0.4397
50.9167 0.441
50.9333 0.4389
50.9500 0.4393
50.9667 0.4389
50.9833 0.4394
51.0000 0.4396
51.0167 0.4399
51.0333 0.4392
51.0500 0.4387
51.0667 0.4394
51.0833 0.4388
51.1000 0.4386
51.1167 0.438
51.1333 0.4381
Time Displacement
(min) (ft)
51.1500 0.4376
51.1667 0.4383
51.1833 0.4375
51.2000 0.4369
51.2167 0.4375
51.2333 0.4377
51.2500 0.4379
51.2667 0.4365
51.2833 0.4366
51.3000 0.4363
51.3167 0.4361
51.3333 0.4371
51.3500 0.4368
51.3667 0.4368
51.3833 0.4346
51.4000 0.4362
51.4167 0.4353
51.4333 0.4355
51.4500 0.4349
51.4667 0.4349
51.4833 0.4336
51.5000 0.4345
51.5167 0.4344
51.5333 0.4334
51.5500 0.434
51.5667 0.4344
51.5833 0.4326
51.6000 0.4328
51.6167 0.4333
51.6333 0.4336
51.6500 0.4335
51.6667 0.4337
51.6833 0.4325
51.7000 0.4325
51.7167 0.4325
51.7333 0.4317
51.7500 0.4317
51.7667 0.432
51.7833 0.4329
51.8000 0.4313
51.8167 0.4313
Time Displacement
(min) (ft)
51.8333 0.4317
51.8500 0.4314
51.8667 0.4307
51.8833 0.4314
51.9000 0.4314
51.9167 0.431
51.9333 0.4301
51.9500 0.4301
51.9667 0.4304
51.9833 0.4309
52.0000 0.4313
52.0167 0.4296
52.0333 0.4292
52.0500 0.4303
52.0667 0.4292
52.0833 0.4295
52.1000 0.4295
52.1167 0.4292
52.1333 0.4293
52.1500 0.4287
52.1667 0.4272
52.1833 0.4275
52.2000 0.4283
52.2167 0.4282
52.2333 0.4281
52.2500 0.4281
52.2667 0.4277
52.2833 0.4279
52.3000 0.4271
52.3167 0.4267
52.3333 0.427
52.3500 0.4261
52.3667 0.4265
52.3833 0.4247
52.4000 0.4268
52.4167 0.4251
52.4333 0.426
52.4500 0.4252
52.4667 0.426
52.4833 0.4244
52.5000 0.4241
Time Displacement
(min) (ft)
52.5167 0.4252
52.5333 0.4253
52.5500 0.4252
52.5667 0.4236
52.5833 0.4258
52.6000 0.4248
52.6167 0.4243
52.6333 0.4244
52.6500 0.4241
52.6667 0.4238
52.6833 0.4238
52.7000 0.4234
52.7167 0.4229
52.7333 0.4235
52.7500 0.4229
52.7667 0.4229
52.7833 0.4212
52.8000 0.422
52.8167 0.4219
52.8333 0.4232
52.8500 0.4219
52.8667 0.423
52.8833 0.4219
52.9000 0.4218
52.9167 0.4209
52.9333 0.4213
52.9500 0.4201
52.9667 0.4205
52.9833 0.4211
53.0000 0.4212
53.0167 0.4208
53.0333 0.4197
53.0500 0.4204
53.0667 0.4198
53.0833 0.4193
53.1000 0.4195
53.1167 0.4192
53.1333 0.4195
53.1500 0.4194
53.1667 0.4195
53.1833 0.4191
Time Displacement
(min) (ft)
53.2000 0.4188
53.2167 0.4188
53.2333 0.4187
53.2500 0.418
53.2667 0.4194
53.2833 0.4174
53.3000 0.4181
53.3167 0.4187
53.3333 0.4179
53.3500 0.4171
53.3667 0.4163
53.3833 0.4176
53.4000 0.4172
53.4167 0.4165
53.4333 0.4164
53.4500 0.4164
53.4667 0.4165
53.4833 0.4159
53.5000 0.4158
53.5167 0.4154
53.5333 0.415
53.5500 0.4147
53.5667 0.4153
53.5833 0.4155
53.6000 0.4164
53.6167 0.4157
53.6333 0.4145
53.6500 0.4148
53.6667 0.4139
53.6833 0.4146
53.7000 0.4147
53.7167 0.4139
53.7333 0.4143
53.7500 0.4132
53.7667 0.4145
53.7833 0.4131
53.8000 0.4135
53.8167 0.4138
53.8333 0.4142
53.8500 0.413
53.8667 0.4122
Time Displacement
(min) (ft)
53.8833 0.4127
53.9000 0.413
53.9167 0.4124
53.9333 0.4114
53.9500 0.412
53.9667 0.4119
53.9833 0.4114
54.0000 0.4112
54.0167 0.4108
54.0333 0.4122
54.0500 0.4111
54.0667 0.412
54.0833 0.4112
54.1000 0.4123
54.1167 0.4105
54.1333 0.4103
54.1500 0.4133
54.1667 0.4115
54.1833 0.4117
54.2000 0.4094
54.2167 0.4099
54.2333 0.4087
54.2500 0.4094
54.2667 0.4094
54.2833 0.4097
54.3000 0.4094
54.3167 0.4094
54.3333 0.4079
54.3500 0.4083
54.3667 0.4088
54.3833 0.4081
54.4000 0.4097
54.4167 0.4075
54.4333 0.4082
54.4500 0.4075
54.4667 0.4081
54.4833 0.4081
54.5000 0.4073
54.5167 0.4079
54.5333 0.408
54.5500 0.4064
Time Displacement
(min) (ft)
54.5667 0.4062
54.5833 0.4066
54.6000 0.4068
54.6167 0.4072
54.6333 0.4062
54.6500 0.4056
54.6667 0.4048
54.6833 0.4058
54.7000 0.4047
54.7167 0.405
54.7333 0.4056
54.7500 0.4059
54.7667 0.4044
54.7833 0.4052
54.8000 0.4052
54.8167 0.4048
54.8333 0.4052
54.8500 0.4025
54.8667 0.4044
54.8833 0.4036
54.9000 0.4039
54.9167 0.403
54.9333 0.4032
54.9500 0.4038
54.9667 0.4038
54.9833 0.4046
55.0000 0.4033
55.0167 0.4038
55.0333 0.4036
55.0500 0.4039
55.0667 0.4035
55.0833 0.403
55.1000 0.4033
55.1167 0.402
55.1333 0.4029
55.1500 0.4031
55.1667 0.4023
55.1833 0.4027
55.2000 0.4019
55.2167 0.4016
55.2333 0.4014
Time Displacement
(min) (ft)
55.2500 0.4019
55.2667 0.4006
55.2833 0.4008
55.3000 0.4016
55.3167 0.4008
55.3333 0.4014
55.3500 0.4005
55.3667 0.401
55.3833 0.3996
55.4000 0.4004
55.4167 0.4005
55.4333 0.4004
55.4500 0.3998
55.4667 0.3995
55.4833 0.3993
55.5000 0.3977
55.5167 0.399
55.5333 0.4003
55.5500 0.3994
55.5667 0.3991
55.5833 0.3997
55.6000 0.4
55.6167 0.3994
55.6333 0.3991
55.6500 0.3999
55.6667 0.3999
55.6833 0.3973
55.7000 0.3983
55.7167 0.3982
55.7333 0.3987
55.7500 0.3981
55.7667 0.3979
55.7833 0.3975
55.8000 0.3983
55.8167 0.3975
55.8333 0.3973
55.8500 0.3976
55.8667 0.3963
55.8833 0.3957
55.9000 0.3969
55.9167 0.3968
Time Displacement
(min) (ft)
55.9333 0.3959
55.9500 0.3968
55.9667 0.3963
55.9833 0.3964
56.0000 0.3955
56.0167 0.3953
56.0333 0.3956
56.0500 0.3939
56.0667 0.3953
56.0833 0.3955
56.1000 0.3954
56.1167 0.3945
56.1333 0.3944
56.1500 0.3947
56.1667 0.3939
56.1833 0.3949
56.2000 0.3948
56.2167 0.3939
56.2333 0.3932
56.2500 0.3932
56.2667 0.3934
56.2833 0.3925
56.3000 0.3934
56.3167 0.3926
56.3333 0.393
56.3500 0.3928
56.3667 0.3926
56.3833 0.3929
56.4000 0.3919
56.4167 0.3926
56.4333 0.3913
56.4500 0.3922
56.4667 0.3917
56.4833 0.3925
56.5000 0.392
56.5167 0.3917
56.5333 0.3914
56.5500 0.3913
56.5667 0.3907
56.5833 0.3904
56.6000 0.3901
Time Displacement
(min) (ft)
56.6167 0.3906
56.6333 0.3903
56.6500 0.3908
56.6667 0.3903
56.6833 0.3895
56.7000 0.3899
56.7167 0.3894
56.7333 0.3903
56.7500 0.3899
56.7667 0.3893
56.7833 0.388
56.8000 0.388
56.8167 0.3889
56.8333 0.3879
56.8500 0.3905
56.8667 0.3886
56.8833 0.3874
56.9000 0.3873
56.9167 0.387
56.9333 0.3873
56.9500 0.3867
56.9667 0.3864
56.9833 0.3874
57.0000 0.3865
57.0167 0.3862
57.0333 0.3866
57.0500 0.3854
57.0667 0.3863
57.0833 0.386
57.1000 0.3853
57.1167 0.3857
57.1333 0.3861
57.1500 0.3871
57.1667 0.3859
57.1833 0.3863
57.2000 0.3849
57.2167 0.3857
57.2333 0.3849
57.2500 0.3846
57.2667 0.3839
57.2833 0.3848
Time Displacement
(min) (ft)
57.3000 0.3852
57.3167 0.3848
57.3333 0.3841
57.3500 0.3841
57.3667 0.3862
57.3833 0.3831
57.4000 0.3838
57.4167 0.384
57.4333 0.3836
57.4500 0.3838
57.4667 0.3826
57.4833 0.3839
57.5000 0.3833
57.5167 0.3822
57.5333 0.3816
57.5500 0.3825
57.5667 0.3822
57.5833 0.3826
57.6000 0.3817
57.6167 0.3812
57.6333 0.3823
57.6500 0.3817
57.6667 0.3816
57.6833 0.3818
57.7000 0.3815
57.7167 0.3818
57.7333 0.3817
57.7500 0.3814
57.7667 0.3815
57.7833 0.3814
57.8000 0.3806
57.8167 0.3795
57.8333 0.3794
57.8500 0.3795
57.8667 0.3803
57.8833 0.3797
57.9000 0.3796
57.9167 0.379
57.9333 0.3796
57.9500 0.3796
57.9667 0.3792
Time Displacement
(min) (ft)
57.9833 0.3788
58.0000 0.3787
58.0167 0.3775
58.0333 0.3788
58.0500 0.378
58.0667 0.3783
58.0833 0.3786
58.1000 0.3766
58.1167 0.3778
58.1333 0.3774
58.1500 0.3787
58.1667 0.3777
58.1833 0.3768
58.2000 0.3771
58.2167 0.3762
58.2333 0.3768
58.2500 0.3753
58.2667 0.3768
58.2833 0.3764
58.3000 0.3767
58.3167 0.3746
58.3333 0.374
58.3500 0.3754
58.3667 0.3757
58.3833 0.3759
58.4000 0.3751
58.4167 0.3753
58.4333 0.3768
58.4500 0.3752
58.4667 0.3763
58.4833 0.3758
58.5000 0.376
58.5167 0.3749
58.5333 0.3755
58.5500 0.3743
58.5667 0.3743
58.5833 0.3743
58.6000 0.3747
58.6167 0.3741
58.6333 0.3744
58.6500 0.3732
Time Displacement
(min) (ft)
58.6667 0.3744
58.6833 0.3732
58.7000 0.3731
58.7167 0.3727
58.7333 0.3738
58.7500 0.3726
58.7667 0.3732
58.7833 0.3727
58.8000 0.3725
58.8167 0.3728
58.8333 0.3721
58.8500 0.3723
58.8667 0.3719
58.8833 0.372
58.9000 0.3724
58.9167 0.3722
58.9333 0.3723
58.9500 0.3718
58.9667 0.3723
58.9833 0.3713
59.0000 0.3716
59.0167 0.3715
59.0333 0.3713
59.0500 0.3708
59.0667 0.3709
59.0833 0.3705
59.1000 0.3707
59.1167 0.3707
59.1333 0.3711
59.1500 0.373
59.1667 0.37
59.1833 0.3706
59.2000 0.3701
59.2167 0.3705
59.2333 0.37
59.2500 0.3708
59.2667 0.3698
59.2833 0.3696
59.3000 0.3698
59.3167 0.3694
59.3333 0.3683
Time Displacement
(min) (ft)
59.3500 0.3684
59.3667 0.3695
59.3833 0.3692
59.4000 0.3684
59.4167 0.369
59.4333 0.3684
59.4500 0.3685
59.4667 0.3677
59.4833 0.3681
59.5000 0.3683
59.5167 0.3679
59.5333 0.3674
59.5500 0.3673
59.5667 0.3674
59.5833 0.3679
59.6000 0.3674
59.6167 0.3666
59.6333 0.3663
59.6500 0.3665
59.6667 0.367
59.6833 0.3671
59.7000 0.366
59.7167 0.3655
59.7333 0.3654
59.7500 0.3663
59.7667 0.3668
59.7833 0.3659
59.8000 0.3655
59.8167 0.3643
59.8333 0.3646
59.8500 0.365
59.8667 0.3665
59.8833 0.3656

APPENDIX F
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: August 9, 2023 and August 10, 2023
Samples Analyzed: August 11, 2023
Site Name: The Crossroads
Site Address: 3900 Bringle Ferry Road, Salisbury, NC
GRI Project Number: 5737

August 11, 2023

Kyle Perry
Operator

Technical Procedures
Sample Collection and Handling
Soil samples may be collected using any acceptable procedure. Sampler must use a clean pair of nitrile
gloves for each sample collected. The sample will be placed in a clean, sealable bag (ziplock). Once
collected, the sample must be analyzed immediately or placed on ice. The sample may be kept on ice for
up to 48 hours prior to UVF analyses. If the sample cannot be analyzed within 48 hours, the sample may
be extracted and kept at 4 degrees C for up to 14 days. Proper chain-of-custody procedures must be
followed.
Calibration
The UVF 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
 Please note that any samples extracted and/or analyzed offsite require a Chain of Custody
documenting the collection, extraction and custody of the sample(s)

Technical Procedures
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 to
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

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
Calibration
 The UVF Trilogy will be calibrated daily prior to use
 The calibration results will be saved and entered into the calibration log
Method Blank
 A method blank of methanol will be analyzed following calibration and following the last sample
analyzed for 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 40 0.78 31.2 ---------
MW-2-25'Soil 40 1.2 48 ---------
MW-3-15'Soil 40 <0.5 <20 ---------
MW-3-25'Soil 40 1.1 44 ---------
MW-4-15'Soil 40 4.87 194.8 ---------
MW-4-25'Soil 40 1.19 47.6 ---------
TW-1-15'Soil 40 0.94 37.6 ---------
TW-1-25'Soil 40 0.78 31.2 ---------
UVF Analytical Report
siteLAB UVF Trilogy
8/11/2023
8/9/2023 and 8/10/2023
Kyle Perry
The Crossroads
5737
Sam McKay, III
Site:
The Crossroads
Report Date:
8/11/2023
Page:
1 of 1

APPENDIX G
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.

9/8/2023
Geological Resources, Inc. Sam McKay
3502 Hayes Road Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 23-240-0003 Client Project Description: The Crossroads
GRI #5737
Dear Sam McKay:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 8/25/2023 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 64
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
07/31/202437735State 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
06/30/20242904State ProgramCalifornia
06/30/2024E871157State Program - NELAPFlorida
11/14/2025C044State ProgramGeorgia
06/30/202404015State ProgramGeorgia
10/31/2024200078State Program - NELAPIllinois
06/30/202480215State ProgramKentucky
12/31/2023KY90047State ProgramKentucky
12/31/2023LA037State Program - NELAPLouisiana
06/30/202404015State Program - NELAPLouisiana
11/14/2025MSState ProgramMississippi
07/31/202447701State ProgramNorth Carolina
12/31/2023415State ProgramNorth Carolina
05/31/202468-03195State Program - NELAPPennsylvania
06/30/202384002State ProgramSouth Carolina
11/14/202502027State ProgramTennessee
09/30/2023T104704180State Program - NELAPTexas
06/30/202400106State ProgramVirginia
09/14/2023460181State Program - NELAPVirginia
Page 1 of 1 00016/23-240-0003
Page 2 of 64
Report Number:
Sample Summary Table
Client Project Description:
23-240-0003
The Crossroads
GRI #5737
Lab No Client Sample ID Matrix Date Collected Date Received Method Lab ID
08/23/2023 14:52Aqueous 93512 MW-1 08/25/2023 15:17
08/23/2023 14:45Aqueous 93513 MW-2 08/25/2023 15:17
08/23/2023 15:40Aqueous 93514 MW-3 08/25/2023 15:17
08/23/2023 15:30Aqueous 93515 MW-4 08/25/2023 15:17
08/23/2023 15:12Aqueous 93516 TW-1 08/25/2023 15:17
08/23/2023 08:45Aqueous 93517 TB 08/25/2023 15:17
08/10/2023 12:30Solids 93518 MW-4-25'08/25/2023 15:17 SW-9060A WP MTN -
08/10/2023 12:30Solids 93518 MW-4-25'08/25/2023 15:17 Texture WP MTN -
08/10/2023 12:30Solids 93518 MW-4-25'08/25/2023 15:17 SIEVE TEST WP MTN -
08/10/2023 12:30Solids 93518 MW-4-25'08/25/2023 15:17 SIEVE WP MTN -
08/10/2023 13:34Solids 93519 MW-2-25'08/25/2023 15:17 SW-9060A WP MTN -
08/10/2023 13:34Solids 93519 MW-2-25'08/25/2023 15:17 Texture WP MTN -
08/10/2023 13:34Solids 93519 MW-2-25'08/25/2023 15:17 SIEVE TEST WP MTN -
08/10/2023 13:34Solids 93519 MW-2-25'08/25/2023 15:17 SIEVE WP MTN -
08/11/2023 13:40Solids 93520 TW-1-55'08/25/2023 15:17 SIEVE WP MTN -
08/11/2023 13:40Solids 93520 TW-1-55'08/25/2023 15:17 SW-9060A WP MTN -
08/11/2023 13:40Solids 93520 TW-1-55'08/25/2023 15:17 Texture WP MTN -
08/11/2023 13:40Solids 93520 TW-1-55'08/25/2023 15:17 SIEVE TEST WP MTN -
WP MTN - Memphis, TN: Waypoint Analytical - TN, Memphis, TN
Page 3 of 64
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-240-0003
Report Limit
Project:The Crossroads
V 93512MW-1
8230 09/01/2023 13:056200BBenzeneµg/L 18.0
154 09/01/2023 13:056200BDi-Isopropyl Ether (DIPE)µg/L 50.0
2290 09/01/2023 13:056200BEthylbenzeneµg/L 17.0
92.0 09/01/2023 13:056200BIsopropylbenzeneµg/L 18.0
J57.0 09/01/2023 13:056200BMethyl tert-butyl ether (MTBE)µg/L 14.0
250 09/01/2023 13:056200Bn-Propylbenzene µg/L 19.0
J40.1 09/01/2023 13:056200BStyreneµg/L 22.0
14800 09/01/2023 13:056200Btert-Butyl Alcohol (TBA)µg/L 160
E1198809/02/2023 02:146200Btert-Amyl Alcohol (TAA)µg/L 190
14300 09/02/2023 02:146200BTolueneµg/L 220
2170 09/01/2023 13:056200B1,2,4-Trimethylbenzene µg/L 19.0
554 09/01/2023 13:056200B1,3,5-Trimethylbenzene µg/L 18.0
5110 09/01/2023 13:056200Bo-Xylene µg/L 21.0
8470 09/01/2023 13:056200Bm,p-Xylene µg/L 42.0
13600 09/01/2023 13:056200BXylene (Total)µg/L 21.0
V 93513MW-2
18.4 09/01/2023 08:486200BBenzeneµg/L 0.180
17.2 09/01/2023 08:486200Bn-Butylbenzene µg/L 0.180
7.18 09/01/2023 08:486200Bsec-Butyl benzene µg/L 0.200
3.10 09/01/2023 08:486200BDi-Isopropyl Ether (DIPE)µg/L 0.500
24.9 09/01/2023 08:486200BEthylbenzeneµg/L 0.170
15.6 09/01/2023 08:486200BIsopropylbenzeneµg/L 0.180
2.90 09/01/2023 08:486200B4-Isopropyl toluene µg/L 0.089
1.05 09/01/2023 08:486200BMethyl tert-butyl ether (MTBE)µg/L 0.140
J0.364 09/01/2023 08:486200BMethylene Chloride µg/L 0.330
18.8 09/01/2023 08:486200BNaphthaleneµg/L 0.470
72.1 09/01/2023 08:486200Bn-Propylbenzene µg/L 0.190
67.7 09/01/2023 08:486200Btert-Butyl Alcohol (TBA)µg/L 1.60
15.0 09/01/2023 08:486200Btert-Amyl Alcohol (TAA)µg/L 1.90
25.7 09/01/2023 08:486200BTolueneµg/L 0.220
374 09/01/2023 21:576200B1,2,4-Trimethylbenzene µg/L 1.90
125 09/01/2023 21:576200B1,3,5-Trimethylbenzene µg/L 1.80
22.6 09/01/2023 08:486200Bo-Xylene µg/L 0.210
88.3 09/01/2023 08:486200Bm,p-Xylene µg/L 0.420
111 09/01/2023 08:486200BXylene (Total)µg/L 0.210
2130 08/28/2023 20:04CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 50.0
Page 4 of 64
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-240-0003
Report Limit
Project:The Crossroads
V 93513MW-2
1210 08/29/2023 00:47CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 500
1200 08/29/2023 00:47CALCULATIONAromatic C9-C10 (Adjusted)µg/L 500
2170 08/28/2023 20:04MADEP-VPH Aliphatic C5-C8 µg/L 11.5
2550 08/29/2023 00:47MADEP-VPH Aliphatic C9-C12 µg/L 258
1200 08/29/2023 00:47MADEP-VPH Aromatic C9-C10 µg/L 40.2
V 93514MW-3
0.008 08/29/2023 22:426010DLeadmg/L 0.002
119 09/01/2023 22:236200BBenzeneµg/L 1.80
56.0 09/01/2023 09:146200Bn-Butylbenzene µg/L 0.180
21.8 09/01/2023 09:146200Bsec-Butyl benzene µg/L 0.200
9.07 09/01/2023 09:146200BDi-Isopropyl Ether (DIPE)µg/L 0.500
4.20 09/01/2023 09:146200BEthylbenzeneµg/L 0.170
3.60 09/01/2023 09:146200B2-Hexanone µg/L 0.380
9.41 09/01/2023 09:146200BIsopropylbenzeneµg/L 0.180
8.77 09/01/2023 09:146200B4-Isopropyl toluene µg/L 0.089
1.87 09/01/2023 09:146200BMethyl tert-butyl ether (MTBE)µg/L 0.140
12.3 09/01/2023 09:146200BNaphthaleneµg/L 0.470
60.1 09/01/2023 09:146200Bn-Propylbenzene µg/L 0.190
288 09/01/2023 22:236200Btert-Butyl Alcohol (TBA)µg/L 16.0
153 09/01/2023 22:236200Btert-Amyl Alcohol (TAA)µg/L 19.0
0.766 09/01/2023 09:146200BTolueneµg/L 0.220
7.69 09/01/2023 09:146200B1,1,2-Trichloroethane µg/L 0.096
240 09/01/2023 22:236200B1,2,4-Trimethylbenzene µg/L 1.90
107 09/01/2023 22:236200B1,3,5-Trimethylbenzene µg/L 1.80
8.74 09/01/2023 09:146200Bo-Xylene µg/L 0.210
23.3 09/01/2023 09:146200Bm,p-Xylene µg/L 0.420
32.0 09/01/2023 09:146200BXylene (Total)µg/L 0.210
4610 08/28/2023 23:36CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 500
1370 08/28/2023 23:36CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 500
1720 08/28/2023 23:36CALCULATIONAromatic C9-C10 (Adjusted)µg/L 500
4730 08/28/2023 23:36MADEP-VPH Aliphatic C5-C8 µg/L 115
3130 08/28/2023 23:36MADEP-VPH Aliphatic C9-C12 µg/L 258
1720 08/28/2023 23:36MADEP-VPH Aromatic C9-C10 µg/L 40.2
V 93515MW-4
35.1 09/01/2023 09:396200BBenzeneµg/L 1.80
8.42 09/01/2023 09:396200Bn-Butylbenzene µg/L 1.80
Page 5 of 64
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-240-0003
Report Limit
Project:The Crossroads
V 93515MW-4
6.62 09/01/2023 09:396200Bsec-Butyl benzene µg/L 2.00
13.8 09/01/2023 09:396200BDi-Isopropyl Ether (DIPE)µg/L 5.00
23.7 09/01/2023 09:396200BEthylbenzeneµg/L 1.70
13.5 09/01/2023 09:396200BIsopropylbenzeneµg/L 1.80
J4.73 09/01/2023 09:396200B4-Isopropyl toluene µg/L 0.890
J6.60 09/01/2023 09:396200BMethyl tert-butyl ether (MTBE)µg/L 1.40
104 09/01/2023 09:396200BNaphthaleneµg/L 4.70
41.9 09/01/2023 09:396200Bn-Propylbenzene µg/L 1.90
378 09/01/2023 09:396200Btert-Butyl Alcohol (TBA)µg/L 16.0
129 09/01/2023 09:396200Btert-Amyl Alcohol (TAA)µg/L 19.0
11.3 09/01/2023 09:396200BTolueneµg/L 2.20
150 09/01/2023 09:396200B1,2,4-Trimethylbenzene µg/L 1.90
76.4 09/01/2023 09:396200B1,3,5-Trimethylbenzene µg/L 1.80
9.49 09/01/2023 09:396200Bo-Xylene µg/L 2.10
35.0 09/01/2023 09:396200Bm,p-Xylene µg/L 4.20
44.5 09/01/2023 09:396200BXylene (Total)µg/L 2.10
1280 08/29/2023 01:10CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 500
740 08/28/2023 20:28CALCULATIONAromatic C9-C10 (Adjusted)µg/L 50.0
1330 08/29/2023 01:10MADEP-VPH Aliphatic C5-C8 µg/L 115
777 08/28/2023 20:28MADEP-VPH Aliphatic C9-C12 µg/L 25.8
740 08/28/2023 20:28MADEP-VPH Aromatic C9-C10 µg/L 4.02
V 93516TW-1
288 09/06/2023 18:376200BAcetoneµg/L 18.0
8.64 09/01/2023 21:066200BBenzeneµg/L 0.180
J0.391 09/01/2023 21:066200BBromodichloromethaneµg/L 0.160
J0.225 09/01/2023 21:066200Bn-Butylbenzene µg/L 0.180
J0.279 09/01/2023 21:066200Bsec-Butyl benzene µg/L 0.200
0.758 09/01/2023 21:066200BChlorodibromomethaneµg/L 0.190
0.669 09/01/2023 21:066200BChloroformµg/L 0.220
7.79 09/01/2023 21:066200BEthylbenzeneµg/L 0.170
4.20 09/01/2023 21:066200B2-Hexanone µg/L 0.380
1.13 09/01/2023 21:066200BIsopropylbenzeneµg/L 0.180
0.856 09/01/2023 21:066200B4-Isopropyl toluene µg/L 0.089
290 09/06/2023 18:376200BMethyl Ethyl Ketone (MEK)µg/L 7.10
1.40 09/01/2023 21:066200BMethyl tert-butyl ether (MTBE)µg/L 0.140
2.29 09/01/2023 21:066200Bn-Propylbenzene µg/L 0.190
Page 6 of 64
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-240-0003
Report Limit
Project:The Crossroads
V 93516TW-1
J9.37 09/01/2023 21:066200Btert-Butyl Alcohol (TBA)µg/L 1.60
J7.53 09/01/2023 21:066200Btert-Amyl Alcohol (TAA)µg/L 1.90
148 09/06/2023 18:376200BTolueneµg/L 2.20
30.9 09/01/2023 21:066200B1,2,4-Trimethylbenzene µg/L 0.190
9.39 09/01/2023 21:066200B1,3,5-Trimethylbenzene µg/L 0.180
18.6 09/01/2023 21:066200Bo-Xylene µg/L 0.210
32.6 09/01/2023 21:066200Bm,p-Xylene µg/L 0.420
51.2 09/01/2023 21:066200BXylene (Total)µg/L 0.210
140 08/28/2023 20:51CALCULATIONAliphatic C5-C8 (Adjusted)µg/L 50.0
116 08/28/2023 20:51CALCULATIONAliphatics C9-C12 (Adjusted)µg/L 50.0
75.0 08/28/2023 20:51CALCULATIONAromatic C9-C10 (Adjusted)µg/L 50.0
297 08/28/2023 20:51MADEP-VPH Aliphatic C5-C8 µg/L 11.5
250 08/28/2023 20:51MADEP-VPH Aliphatic C9-C12 µg/L 25.8
75.0 08/28/2023 20:51MADEP-VPH Aromatic C9-C10 µg/L 4.02
V 93517TB
J0.318 09/01/2023 18:576200BTolueneµg/L 0.220
V 93518MW-4-25'
99.4 09/06/2023 15:00SIEVE% Passing 10 Mesh %
80.1 09/06/2023 15:00SIEVE% Passing 40 Mesh %
75.8 09/06/2023 15:00SIEVE% Passing 60 Mesh %
72.9 09/06/2023 15:00SIEVE TEST % Passing 100 Mesh %
90.5 09/06/2023 15:00SIEVE TEST % Passing 20 Mesh %
69.1 09/06/2023 15:00SIEVE TEST % Passing 200 Mesh %
100 09/06/2023 15:00SIEVE TEST % Passing 4 Mesh %
396 09/06/2023 14:26SW-9060A TOC mg/Kg 90.0
26.0 09/01/2023 08:10Texture%Clay %0.1
37.0 09/01/2023 08:10Texture%Sand %0.1
37.0 09/01/2023 08:10Texture%Silt %0.1
Loam 09/01/2023 08:10TextureSoil Classification
V 93519MW-2-25'
98.9 09/06/2023 15:00SIEVE% Passing 10 Mesh %
96.5 09/06/2023 15:00SIEVE% Passing 40 Mesh %
95.5 09/06/2023 15:00SIEVE% Passing 60 Mesh %
94.4 09/06/2023 15:00SIEVE TEST % Passing 100 Mesh %
97.9 09/06/2023 15:00SIEVE TEST % Passing 20 Mesh %
Page 7 of 64
Summary of Detected Analytes
QualifiersAnalyzedUnitsResult
Report Number:
Client Sample ID
Method Parameters
Lab Sample ID
23-240-0003
Report Limit
Project:The Crossroads
V 93519MW-2-25'
91.9 09/06/2023 15:00SIEVE TEST % Passing 200 Mesh %
99.5 09/06/2023 15:00SIEVE TEST % Passing 4 Mesh %
361 09/06/2023 16:20SW-9060A TOC mg/Kg 90.0
34.0 09/01/2023 08:10Texture%Clay %0.1
19.0 09/01/2023 08:10Texture%Sand %0.1
47.0 09/01/2023 08:10Texture%Silt %0.1
Silty Clay Loam 09/01/2023 08:10TextureSoil Classification
V 93520TW-1-55'
55.5 09/06/2023 15:00SIEVE% Passing 10 Mesh %
13.1 09/06/2023 15:00SIEVE% Passing 40 Mesh %
11.4 09/06/2023 15:00SIEVE% Passing 60 Mesh %
10.6 09/06/2023 15:00SIEVE TEST % Passing 100 Mesh %
19.5 09/06/2023 15:00SIEVE TEST % Passing 20 Mesh %
10.0 09/06/2023 15:00SIEVE TEST % Passing 200 Mesh %
92.1 09/06/2023 15:00SIEVE TEST % Passing 4 Mesh %
158 09/06/2023 16:58SW-9060A TOC mg/Kg 90.0
6.0 09/01/2023 08:10Texture%Clay %0.1
87.0 09/01/2023 08:10Texture%Sand %0.1
7.0 09/01/2023 08:10Texture%Silt %0.1
Loamy Sand 09/01/2023 08:10TextureSoil Classification
Page 8 of 64

Client: Geological Resources, Inc. CASE NARRATIVE
Project: The Crossroads Lab Report Number: 23-240-0003
Date: 9/8/2023
Volatile Organic Compounds - GC/MS Method 6200B Analyte: 3,3-Dimethyl-1-butanol QC Batch No: V37379/V37378
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: tert-Amyl alcohol QC Batch No: V37379/V37436
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Analyte: tert-Amyl alcohol QC Batch No: V37437/V37436
Relative Percent Difference (RPD) for the duplicate analysis was outside of the allowable QC limits.
Sample 93517 (TB) Analyte: Toluene
QC Batch No: V37437/V37436 Sample saw a hit of toluene. Method blank saw no hits of toluene, indicating a clean system.

Page 9 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-1
93512 Matrix:
8/23/2023 14:52
Aqueous
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
<100 µg/L 100 10003,3-Dimethyl-1-butanol 100 09/01/23 13:05 6200BMSA
Surrogate: 4-Bromofluorobenzene 95.0 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: Dibromofluoromethane 98.2 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: 1,2-Dichloroethane - d4 87.8 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: Toluene-d8 97.6 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: 4-Bromofluorobenzene 95.2 Limits: 70-130%09/02/23 02:141000 MSA V37437
Surrogate: Dibromofluoromethane 101 Limits: 70-130%09/02/23 02:141000 MSA V37437
Surrogate: 1,2-Dichloroethane - d4 88.2 Limits: 70-130%09/02/23 02:141000 MSA V37437
Surrogate: Toluene-d8 99.8 Limits: 70-130%09/02/23 02:141000 MSA V37437
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 10 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-1
93512 Matrix:
8/23/2023 14:52
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<180 µg/L 180 1000Acetone 100 09/01/23 13:05 V37379MSA
8230 µg/L 18.0 50.0Benzene 100 09/01/23 13:05 V37379MSA
<21.0 µg/L 21.0 50.0Bromobenzene 100 09/01/23 13:05 V37379MSA
<42.0 µg/L 42.0 100Bromochloromethane 100 09/01/23 13:05 V37379MSA
<16.0 µg/L 16.0 50.0Bromodichloromethane 100 09/01/23 13:05 V37379MSA
<150 µg/L 150 500Bromoform 100 09/01/23 13:05 V37379MSA
<28.0 µg/L 28.0 100Bromomethane 100 09/01/23 13:05 V37379MSA
<18.0 µg/L 18.0 50.0n-Butylbenzene 100 09/01/23 13:05 V37379MSA
<20.0 µg/L 20.0 50.0sec-Butyl benzene 100 09/01/23 13:05 V37379MSA
<92.0 µg/L 92.0 200tert-Butyl benzene 100 09/01/23 13:05 V37379MSA
<18.0 µg/L 18.0 50.0Carbon Tetrachloride 100 09/01/23 13:05 V37379MSA
<19.0 µg/L 19.0 50.0Chlorobenzene 100 09/01/23 13:05 V37379MSA
<19.0 µg/L 19.0 50.0Chlorodibromomethane 100 09/01/23 13:05 V37379MSA
<43.0 µg/L 43.0 100Chloroethane 100 09/01/23 13:05 V37379MSA
<22.0 µg/L 22.0 50.0Chloroform 100 09/01/23 13:05 V37379MSA
<22.0 µg/L 22.0 50.0Chloromethane 100 09/01/23 13:05 V37379MSA
<20.0 µg/L 20.0 50.02-Chlorotoluene 100 09/01/23 13:05 V37379MSA
<20.0 µg/L 20.0 50.04-Chlorotoluene 100 09/01/23 13:05 V37379MSA
154 µg/L 50.0 50.0Di-Isopropyl Ether (DIPE)100 09/01/23 13:05 V37379MSA
<110 µg/L 110 2001,2-Dibromo-3-Chloropropane 100 09/01/23 13:05 V37379MSA
<23.0 µg/L 23.0 50.0Dibromomethane 100 09/01/23 13:05 V37379MSA
<22.0 µg/L 22.0 50.01,2-Dichlorobenzene 100 09/01/23 13:05 V37379MSA
<19.0 µg/L 19.0 50.01,3-Dichlorobenzene 100 09/01/23 13:05 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 11 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-1
93512 Matrix:
8/23/2023 14:52
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<21.0 µg/L 21.0 50.01,4-Dichlorobenzene 100 09/01/23 13:05 V37379MSA
<120 µg/L 120 500Dichlorodifluoromethane 100 09/01/23 13:05 V37379MSA
<24.0 µg/L 24.0 50.01,1-Dichloroethane 100 09/01/23 13:05 V37379MSA
<15.0 µg/L 15.0 50.01,2-Dichloroethane 100 09/01/23 13:05 V37379MSA
<15.0 µg/L 15.0 50.01,1-Dichloroethene 100 09/01/23 13:05 V37379MSA
<20.0 µg/L 20.0 50.0cis-1,2-Dichloroethene 100 09/01/23 13:05 V37379MSA
<18.0 µg/L 18.0 50.0trans-1,2-Dichloroethene 100 09/01/23 13:05 V37379MSA
<19.0 µg/L 19.0 50.01,2-Dichloropropane 100 09/01/23 13:05 V37379MSA
<13.0 µg/L 13.0 50.01,3-Dichloropropane 100 09/01/23 13:05 V37379MSA
<21.0 µg/L 21.0 2002,2-Dichloropropane 100 09/01/23 13:05 V37379MSA
<20.0 µg/L 20.0 50.01,1-Dichloropropene 100 09/01/23 13:05 V37379MSA
<21.0 µg/L 21.0 50.0cis-1,3-Dichloropropene 100 09/01/23 13:05 V37379MSA
<15.0 µg/L 15.0 50.0trans-1,3-Dichloropropene 100 09/01/23 13:05 V37379MSA
<4200 µg/L 4200 20000Ethanol 100 09/01/23 13:05 V37379MSA
2290 µg/L 17.0 50.0Ethylbenzene 100 09/01/23 13:05 V37379MSA
<35.0 µg/L 35.0 300Hexachlorobutadiene 100 09/01/23 13:05 V37379MSA
<38.0 µg/L 38.0 1002-Hexanone 100 09/01/23 13:05 V37379MSA
92.0 µg/L 18.0 50.0Isopropylbenzene 100 09/01/23 13:05 V37379MSA
<8.90 µg/L 8.90 50.04-Isopropyl toluene 100 09/01/23 13:05 V37379MSA
<71.0 µg/L 71.0 500Methyl Ethyl Ketone (MEK)100 09/01/23 13:05 V37379MSA
57.0 J µg/L 14.0 100Methyl tert-butyl ether (MTBE)100 09/01/23 13:05 V37379MSA
<7.80 µg/L 7.80 1004-Methyl-2-Pentanone 100 09/01/23 13:05 V37379MSA
<33.0 µg/L 33.0 200Methylene Chloride 100 09/01/23 13:05 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 12 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-1
93512 Matrix:
8/23/2023 14:52
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<47.0 µg/L 47.0 100Naphthalene 100 09/01/23 13:05 V37379MSA
250 µg/L 19.0 50.0n-Propylbenzene 100 09/01/23 13:05 V37379MSA
40.1 J µg/L 22.0 50.0Styrene 100 09/01/23 13:05 V37379MSA
14800 µg/L 160 1000tert-Butyl Alcohol (TBA)100 09/01/23 13:05 V37379MSA
<35.0 µg/L 35.0 1000tert-Butyl formate (TBF)100 09/01/23 13:05 V37379MSA
11988 E µg/L 190 1000tert-Amyl Alcohol (TAA)100 09/02/23 02:14 V37379MSA
<28.0 µg/L 28.0 1000tert-Amyl Methyl Ether (TAME)100 09/01/23 13:05 V37379MSA
<16.0 µg/L 16.0 50.01,1,1,2-Tetrachloroethane 100 09/01/23 13:05 V37379MSA
<16.0 µg/L 16.0 50.01,1,2,2-Tetrachloroethane 100 09/01/23 13:05 V37379MSA
<22.0 µg/L 22.0 50.0Tetrachloroethene 100 09/01/23 13:05 V37379MSA
14300 µg/L 220 500Toluene 1000 09/02/23 02:14 V37437MSA
<38.0 µg/L 38.0 50.01,2,3-Trichlorobenzene 100 09/01/23 13:05 V37379MSA
<31.0 µg/L 31.0 50.01,2,4-Trichlorobenzene 100 09/01/23 13:05 V37379MSA
<16.0 µg/L 16.0 50.01,1,1-Trichloroethane 100 09/01/23 13:05 V37379MSA
<9.60 µg/L 9.60 50.01,1,2-Trichloroethane 100 09/01/23 13:05 V37379MSA
<18.0 µg/L 18.0 50.0Trichloroethene 100 09/01/23 13:05 V37379MSA
<18.0 µg/L 18.0 50.0Trichlorofluoromethane 100 09/01/23 13:05 V37379MSA
<27.0 µg/L 27.0 50.01,2,3-Trichloropropane 100 09/01/23 13:05 V37379MSA
2170 µg/L 19.0 50.01,2,4-Trimethylbenzene 100 09/01/23 13:05 V37379MSA
554 µg/L 18.0 50.01,3,5-Trimethylbenzene 100 09/01/23 13:05 V37379MSA
<100 µg/L 100 500Vinyl Acetate 100 09/01/23 13:05 V37379MSA
<17.0 µg/L 17.0 50.0Vinyl Chloride 100 09/01/23 13:05 V37379MSA
5110 µg/L 21.0 50.0o-Xylene 100 09/01/23 13:05 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 13 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-1
93512 Matrix:
8/23/2023 14:52
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
8470 µg/L 42.0 100m,p-Xylene 100 09/01/23 13:05 V37379MSA
13600 µg/L 21.0 50.0Xylene (Total)100 09/01/23 13:05 V37379KCC
Surrogate: 4-Bromofluorobenzene 95.0 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: Dibromofluoromethane 98.2 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: 1,2-Dichloroethane - d4 87.8 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: Toluene-d8 97.6 Limits: 70-130%09/01/23 13:05100 MSA V37379
Surrogate: 4-Bromofluorobenzene 95.2 Limits: 70-130%09/02/23 02:141000 MSA V37437
Surrogate: Dibromofluoromethane 101 Limits: 70-130%09/02/23 02:141000 MSA V37437
Surrogate: 1,2-Dichloroethane - d4 88.2 Limits: 70-130%09/02/23 02:141000 MSA V37437
Surrogate: Toluene-d8 99.8 Limits: 70-130%09/02/23 02:141000 MSA V37437
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 14 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2
93513 Matrix:
8/23/2023 14:45
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 09/01/23 08:48 6200BMSA
<0.002 mg/L 0.002 0.006Lead 1 08/29/23 22:28 6010DMMR
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 15 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2
93513 Matrix:
8/23/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<1.80 µg/L 1.80 10.0Acetone 1 09/01/23 08:48 V37379MSA
18.4 µg/L 0.180 0.500Benzene 1 09/01/23 08:48 V37379MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/01/23 08:48 V37379MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/01/23 08:48 V37379MSA
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 09/01/23 08:48 V37379MSA
<1.50 µg/L 1.50 5.00Bromoform 1 09/01/23 08:48 V37379MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 09/01/23 08:48 V37379MSA
17.2 µg/L 0.180 0.500n-Butylbenzene 1 09/01/23 08:48 V37379MSA
7.18 µg/L 0.200 0.500sec-Butyl benzene 1 09/01/23 08:48 V37379MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/01/23 08:48 V37379MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/01/23 08:48 V37379MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/01/23 08:48 V37379MSA
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 09/01/23 08:48 V37379MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 09/01/23 08:48 V37379MSA
<0.220 µg/L 0.220 0.500Chloroform 1 09/01/23 08:48 V37379MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 09/01/23 08:48 V37379MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/01/23 08:48 V37379MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/01/23 08:48 V37379MSA
3.10 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/01/23 08:48 V37379MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/01/23 08:48 V37379MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/01/23 08:48 V37379MSA
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/01/23 08:48 V37379MSA
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/01/23 08:48 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 16 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2
93513 Matrix:
8/23/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/01/23 08:48 V37379MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 09/01/23 08:48 V37379MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/01/23 08:48 V37379MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/01/23 08:48 V37379MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/01/23 08:48 V37379MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/01/23 08:48 V37379MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/01/23 08:48 V37379MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/01/23 08:48 V37379MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/01/23 08:48 V37379MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/01/23 08:48 V37379MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/01/23 08:48 V37379MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/01/23 08:48 V37379MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/01/23 08:48 V37379MSA
<42.0 µg/L 42.0 200Ethanol 1 09/01/23 08:48 V37379MSA
24.9 µg/L 0.170 0.500Ethylbenzene 1 09/01/23 08:48 V37379MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/01/23 08:48 V37379MSA
<0.380 µg/L 0.380 1.002-Hexanone 1 09/01/23 08:48 V37379MSA
15.6 µg/L 0.180 0.500Isopropylbenzene 1 09/01/23 08:48 V37379MSA
2.90 µg/L 0.089 0.5004-Isopropyl toluene 1 09/01/23 08:48 V37379MSA
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 09/01/23 08:48 V37379MSA
1.05 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/01/23 08:48 V37379MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/01/23 08:48 V37379MSA
0.364 J µg/L 0.330 2.00Methylene Chloride 1 09/01/23 08:48 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 17 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2
93513 Matrix:
8/23/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
18.8 µg/L 0.470 1.00Naphthalene 1 09/01/23 08:48 V37379MSA
72.1 µg/L 0.190 0.500n-Propylbenzene 1 09/01/23 08:48 V37379MSA
<0.220 µg/L 0.220 0.500Styrene 1 09/01/23 08:48 V37379MSA
67.7 µg/L 1.60 10.0tert-Butyl Alcohol (TBA)1 09/01/23 08:48 V37379MSA
<0.350 µg/L 0.350 10.0tert-Butyl formate (TBF)1 09/01/23 08:48 V37379MSA
15.0 µg/L 1.90 10.0tert-Amyl Alcohol (TAA)1 09/01/23 08:48 V37379MSA
<0.280 µg/L 0.280 10.0tert-Amyl Methyl Ether (TAME)1 09/01/23 08:48 V37379MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/01/23 08:48 V37379MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/01/23 08:48 V37379MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/01/23 08:48 V37379MSA
25.7 µg/L 0.220 0.500Toluene 1 09/01/23 08:48 V37379MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/01/23 08:48 V37379MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/01/23 08:48 V37379MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/01/23 08:48 V37379MSA
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/01/23 08:48 V37379MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/01/23 08:48 V37379MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/01/23 08:48 V37379MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/01/23 08:48 V37379MSA
374 µg/L 1.90 5.001,2,4-Trimethylbenzene 10 09/01/23 21:57 V37437MSA
125 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 09/01/23 21:57 V37437MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/01/23 08:48 V37379MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 09/01/23 08:48 V37379MSA
22.6 µg/L 0.210 0.500o-Xylene 1 09/01/23 08:48 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 18 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2
93513 Matrix:
8/23/2023 14:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
88.3 µg/L 0.420 1.00m,p-Xylene 1 09/01/23 08:48 V37379MSA
111 µg/L 0.210 0.500Xylene (Total)1 09/01/23 08:48 V37379
Surrogate: 4-Bromofluorobenzene 90.8 Limits: 70-130%09/01/23 08:481 MSA V37379
Surrogate: Dibromofluoromethane 98.6 Limits: 70-130%09/01/23 08:481 MSA V37379
Surrogate: 1,2-Dichloroethane - d4 89.2 Limits: 70-130%09/01/23 08:481 MSA V37379
Surrogate: Toluene-d8 99.8 Limits: 70-130%09/01/23 08:481 MSA V37379
Surrogate: 4-Bromofluorobenzene 93.0 Limits: 70-130%09/01/23 21:5710 MSA V37437
Surrogate: Dibromofluoromethane 102 Limits: 70-130%09/01/23 21:5710 MSA V37437
Surrogate: 1,2-Dichloroethane - d4 87.0 Limits: 70-130%09/01/23 21:5710 MSA V37437
Surrogate: Toluene-d8 99.4 Limits: 70-130%09/01/23 21:5710 MSA V37437
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):V37272 08/31/23 09:31
<0.0205 µg/L 0.02051,2-Dibromoethane 1 08/31/23 14:40 V37326AMP
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 19 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2
93513 Matrix:
8/23/2023 14:45
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
2130 µg/L 50.0Aliphatic C5-C8 (Adjusted)1 08/28/23 20:04
1210 µg/L 500Aliphatics C9-C12 (Adjusted)1 08/29/23 00:47
1200 µg/L 500Aromatic C9-C10 (Adjusted)10 08/29/23 00:47
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V37164 08/28/23 08:00
2170 µg/L 11.5 50.0Aliphatic C5-C8 1 08/28/23 20:04 V37165TBL
2550 µg/L 258 500Aliphatic C9-C12 10 08/29/23 00:47 V37165TBL
1200 µg/L 40.2 500Aromatic C9-C10 10 08/29/23 00:47 V37165TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)96.8 Limits: 70-130%08/28/23 20:041 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)94.5 Limits: 70-130%08/28/23 20:041 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)92.4 Limits: 70-130%08/29/23 00:4710 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)92.7 Limits: 70-130%08/29/23 00:4710 TBL
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 20 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-3
93514 Matrix:
8/23/2023 15:40
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 09/01/23 09:14 6200BMSA
0.008 mg/L 0.002 0.006Lead 1 08/29/23 22:42 6010DMMR
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 21 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-3
93514 Matrix:
8/23/2023 15:40
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<1.80 µg/L 1.80 10.0Acetone 1 09/01/23 09:14 V37379MSA
119 µg/L 1.80 5.00Benzene 10 09/01/23 22:23 V37437MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/01/23 09:14 V37379MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/01/23 09:14 V37379MSA
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 09/01/23 09:14 V37379MSA
<1.50 µg/L 1.50 5.00Bromoform 1 09/01/23 09:14 V37379MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 09/01/23 09:14 V37379MSA
56.0 µg/L 0.180 0.500n-Butylbenzene 1 09/01/23 09:14 V37379MSA
21.8 µg/L 0.200 0.500sec-Butyl benzene 1 09/01/23 09:14 V37379MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/01/23 09:14 V37379MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/01/23 09:14 V37379MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/01/23 09:14 V37379MSA
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 09/01/23 09:14 V37379MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 09/01/23 09:14 V37379MSA
<0.220 µg/L 0.220 0.500Chloroform 1 09/01/23 09:14 V37379MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 09/01/23 09:14 V37379MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/01/23 09:14 V37379MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/01/23 09:14 V37379MSA
9.07 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/01/23 09:14 V37379MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/01/23 09:14 V37379MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/01/23 09:14 V37379MSA
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/01/23 09:14 V37379MSA
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/01/23 09:14 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 22 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-3
93514 Matrix:
8/23/2023 15:40
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/01/23 09:14 V37379MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 09/01/23 09:14 V37379MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/01/23 09:14 V37379MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/01/23 09:14 V37379MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/01/23 09:14 V37379MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/01/23 09:14 V37379MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/01/23 09:14 V37379MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/01/23 09:14 V37379MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/01/23 09:14 V37379MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/01/23 09:14 V37379MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/01/23 09:14 V37379MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/01/23 09:14 V37379MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/01/23 09:14 V37379MSA
<42.0 µg/L 42.0 200Ethanol 1 09/01/23 09:14 V37379MSA
4.20 µg/L 0.170 0.500Ethylbenzene 1 09/01/23 09:14 V37379MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/01/23 09:14 V37379MSA
3.60 µg/L 0.380 1.002-Hexanone 1 09/01/23 09:14 V37379MSA
9.41 µg/L 0.180 0.500Isopropylbenzene 1 09/01/23 09:14 V37379MSA
8.77 µg/L 0.089 0.5004-Isopropyl toluene 1 09/01/23 09:14 V37379MSA
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 09/01/23 09:14 V37379MSA
1.87 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/01/23 09:14 V37379MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/01/23 09:14 V37379MSA
<0.330 µg/L 0.330 2.00Methylene Chloride 1 09/01/23 09:14 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 23 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-3
93514 Matrix:
8/23/2023 15:40
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
12.3 µg/L 0.470 1.00Naphthalene 1 09/01/23 09:14 V37379MSA
60.1 µg/L 0.190 0.500n-Propylbenzene 1 09/01/23 09:14 V37379MSA
<0.220 µg/L 0.220 0.500Styrene 1 09/01/23 09:14 V37379MSA
288 µg/L 16.0 100tert-Butyl Alcohol (TBA)10 09/01/23 22:23 V37437MSA
<0.350 µg/L 0.350 10.0tert-Butyl formate (TBF)1 09/01/23 09:14 V37379MSA
153 µg/L 19.0 100tert-Amyl Alcohol (TAA)10 09/01/23 22:23 V37437MSA
<0.280 µg/L 0.280 10.0tert-Amyl Methyl Ether (TAME)1 09/01/23 09:14 V37379MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/01/23 09:14 V37379MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/01/23 09:14 V37379MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/01/23 09:14 V37379MSA
0.766 µg/L 0.220 0.500Toluene 1 09/01/23 09:14 V37379MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/01/23 09:14 V37379MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/01/23 09:14 V37379MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/01/23 09:14 V37379MSA
7.69 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/01/23 09:14 V37379MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/01/23 09:14 V37379MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/01/23 09:14 V37379MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/01/23 09:14 V37379MSA
240 µg/L 1.90 5.001,2,4-Trimethylbenzene 10 09/01/23 22:23 V37437MSA
107 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 09/01/23 22:23 V37437MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/01/23 09:14 V37379MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 09/01/23 09:14 V37379MSA
8.74 µg/L 0.210 0.500o-Xylene 1 09/01/23 09:14 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 24 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-3
93514 Matrix:
8/23/2023 15:40
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00 V37436 09/01/23 09:00
23.3 µg/L 0.420 1.00m,p-Xylene 1 09/01/23 09:14 V37379MSA
32.0 µg/L 0.210 0.500Xylene (Total)1 09/01/23 09:14 V37379
Surrogate: 4-Bromofluorobenzene 92.4 Limits: 70-130%09/01/23 09:141 MSA V37379
Surrogate: Dibromofluoromethane 98.0 Limits: 70-130%09/01/23 09:141 MSA V37379
Surrogate: 1,2-Dichloroethane - d4 93.2 Limits: 70-130%09/01/23 09:141 MSA V37379
Surrogate: Toluene-d8 101 Limits: 70-130%09/01/23 09:141 MSA V37379
Surrogate: 4-Bromofluorobenzene 93.4 Limits: 70-130%09/01/23 22:2310 MSA V37437
Surrogate: Dibromofluoromethane 100 Limits: 70-130%09/01/23 22:2310 MSA V37437
Surrogate: 1,2-Dichloroethane - d4 89.6 Limits: 70-130%09/01/23 22:2310 MSA V37437
Surrogate: Toluene-d8 98.6 Limits: 70-130%09/01/23 22:2310 MSA V37437
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):V37272 08/31/23 09:31
<0.0206 µg/L 0.02061,2-Dibromoethane 1 08/31/23 15:00 V37326AMP
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 25 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-3
93514 Matrix:
8/23/2023 15:40
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
4610 µg/L 500Aliphatic C5-C8 (Adjusted)1 08/28/23 23:36
1370 µg/L 500Aliphatics C9-C12 (Adjusted)1 08/28/23 23:36
1720 µg/L 500Aromatic C9-C10 (Adjusted)10 08/28/23 23:36
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V37164 08/28/23 08:00
4730 µg/L 115 500Aliphatic C5-C8 10 08/28/23 23:36 V37165TBL
3130 µg/L 258 500Aliphatic C9-C12 10 08/28/23 23:36 V37165TBL
1720 µg/L 40.2 500Aromatic C9-C10 10 08/28/23 23:36 V37165TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)118 Limits: 70-130%08/28/23 23:3610 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)102 Limits: 70-130%08/28/23 23:3610 TBL
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 26 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4
93515 Matrix:
8/23/2023 15:30
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 09/01/23 09:39 6200BMSA
<0.002 mg/L 0.002 0.006Lead 1 08/29/23 22:46 6010DMMR
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 27 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4
93515 Matrix:
8/23/2023 15:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00
<18.0 µg/L 18.0 100Acetone 10 09/01/23 09:39 V37379MSA
35.1 µg/L 1.80 5.00Benzene 10 09/01/23 09:39 V37379MSA
<2.10 µg/L 2.10 5.00Bromobenzene 10 09/01/23 09:39 V37379MSA
<4.20 µg/L 4.20 10.0Bromochloromethane 10 09/01/23 09:39 V37379MSA
<1.60 µg/L 1.60 5.00Bromodichloromethane 10 09/01/23 09:39 V37379MSA
<15.0 µg/L 15.0 50.0Bromoform 10 09/01/23 09:39 V37379MSA
<2.80 µg/L 2.80 10.0Bromomethane 10 09/01/23 09:39 V37379MSA
8.42 µg/L 1.80 5.00n-Butylbenzene 10 09/01/23 09:39 V37379MSA
6.62 µg/L 2.00 5.00sec-Butyl benzene 10 09/01/23 09:39 V37379MSA
<9.20 µg/L 9.20 20.0tert-Butyl benzene 10 09/01/23 09:39 V37379MSA
<1.80 µg/L 1.80 5.00Carbon Tetrachloride 10 09/01/23 09:39 V37379MSA
<1.90 µg/L 1.90 5.00Chlorobenzene 10 09/01/23 09:39 V37379MSA
<1.90 µg/L 1.90 5.00Chlorodibromomethane 10 09/01/23 09:39 V37379MSA
<4.30 µg/L 4.30 10.0Chloroethane 10 09/01/23 09:39 V37379MSA
<2.20 µg/L 2.20 5.00Chloroform 10 09/01/23 09:39 V37379MSA
<2.20 µg/L 2.20 5.00Chloromethane 10 09/01/23 09:39 V37379MSA
<2.00 µg/L 2.00 5.002-Chlorotoluene 10 09/01/23 09:39 V37379MSA
<2.00 µg/L 2.00 5.004-Chlorotoluene 10 09/01/23 09:39 V37379MSA
13.8 µg/L 5.00 5.00Di-Isopropyl Ether (DIPE)10 09/01/23 09:39 V37379MSA
<11.0 µg/L 11.0 20.01,2-Dibromo-3-Chloropropane 10 09/01/23 09:39 V37379MSA
<2.30 µg/L 2.30 5.00Dibromomethane 10 09/01/23 09:39 V37379MSA
<2.20 µg/L 2.20 5.001,2-Dichlorobenzene 10 09/01/23 09:39 V37379MSA
<1.90 µg/L 1.90 5.001,3-Dichlorobenzene 10 09/01/23 09:39 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 28 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4
93515 Matrix:
8/23/2023 15:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00
<2.10 µg/L 2.10 5.001,4-Dichlorobenzene 10 09/01/23 09:39 V37379MSA
<12.0 µg/L 12.0 50.0Dichlorodifluoromethane 10 09/01/23 09:39 V37379MSA
<2.40 µg/L 2.40 5.001,1-Dichloroethane 10 09/01/23 09:39 V37379MSA
<1.50 µg/L 1.50 5.001,2-Dichloroethane 10 09/01/23 09:39 V37379MSA
<1.50 µg/L 1.50 5.001,1-Dichloroethene 10 09/01/23 09:39 V37379MSA
<2.00 µg/L 2.00 5.00cis-1,2-Dichloroethene 10 09/01/23 09:39 V37379MSA
<1.80 µg/L 1.80 5.00trans-1,2-Dichloroethene 10 09/01/23 09:39 V37379MSA
<1.90 µg/L 1.90 5.001,2-Dichloropropane 10 09/01/23 09:39 V37379MSA
<1.30 µg/L 1.30 5.001,3-Dichloropropane 10 09/01/23 09:39 V37379MSA
<2.10 µg/L 2.10 20.02,2-Dichloropropane 10 09/01/23 09:39 V37379MSA
<2.00 µg/L 2.00 5.001,1-Dichloropropene 10 09/01/23 09:39 V37379MSA
<2.10 µg/L 2.10 5.00cis-1,3-Dichloropropene 10 09/01/23 09:39 V37379MSA
<1.50 µg/L 1.50 5.00trans-1,3-Dichloropropene 10 09/01/23 09:39 V37379MSA
<420 µg/L 420 2000Ethanol 10 09/01/23 09:39 V37379MSA
23.7 µg/L 1.70 5.00Ethylbenzene 10 09/01/23 09:39 V37379MSA
<3.50 µg/L 3.50 30.0Hexachlorobutadiene 10 09/01/23 09:39 V37379MSA
<3.80 µg/L 3.80 10.02-Hexanone 10 09/01/23 09:39 V37379MSA
13.5 µg/L 1.80 5.00Isopropylbenzene 10 09/01/23 09:39 V37379MSA
4.73 J µg/L 0.890 5.004-Isopropyl toluene 10 09/01/23 09:39 V37379MSA
<7.10 µg/L 7.10 50.0Methyl Ethyl Ketone (MEK)10 09/01/23 09:39 V37379MSA
6.60 J µg/L 1.40 10.0Methyl tert-butyl ether (MTBE)10 09/01/23 09:39 V37379MSA
<0.780 µg/L 0.780 10.04-Methyl-2-Pentanone 10 09/01/23 09:39 V37379MSA
<3.30 µg/L 3.30 20.0Methylene Chloride 10 09/01/23 09:39 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 29 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4
93515 Matrix:
8/23/2023 15:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00
104 µg/L 4.70 10.0Naphthalene 10 09/01/23 09:39 V37379MSA
41.9 µg/L 1.90 5.00n-Propylbenzene 10 09/01/23 09:39 V37379MSA
<2.20 µg/L 2.20 5.00Styrene 10 09/01/23 09:39 V37379MSA
378 µg/L 16.0 100tert-Butyl Alcohol (TBA)10 09/01/23 09:39 V37379MSA
<3.50 µg/L 3.50 100tert-Butyl formate (TBF)10 09/01/23 09:39 V37379MSA
129 µg/L 19.0 100tert-Amyl Alcohol (TAA)10 09/01/23 09:39 V37379MSA
<2.80 µg/L 2.80 100tert-Amyl Methyl Ether (TAME)10 09/01/23 09:39 V37379MSA
<1.60 µg/L 1.60 5.001,1,1,2-Tetrachloroethane 10 09/01/23 09:39 V37379MSA
<1.60 µg/L 1.60 5.001,1,2,2-Tetrachloroethane 10 09/01/23 09:39 V37379MSA
<2.20 µg/L 2.20 5.00Tetrachloroethene 10 09/01/23 09:39 V37379MSA
11.3 µg/L 2.20 5.00Toluene 10 09/01/23 09:39 V37379MSA
<3.80 µg/L 3.80 5.001,2,3-Trichlorobenzene 10 09/01/23 09:39 V37379MSA
<3.10 µg/L 3.10 5.001,2,4-Trichlorobenzene 10 09/01/23 09:39 V37379MSA
<1.60 µg/L 1.60 5.001,1,1-Trichloroethane 10 09/01/23 09:39 V37379MSA
<0.960 µg/L 0.960 5.001,1,2-Trichloroethane 10 09/01/23 09:39 V37379MSA
<1.80 µg/L 1.80 5.00Trichloroethene 10 09/01/23 09:39 V37379MSA
<1.80 µg/L 1.80 5.00Trichlorofluoromethane 10 09/01/23 09:39 V37379MSA
<2.70 µg/L 2.70 5.001,2,3-Trichloropropane 10 09/01/23 09:39 V37379MSA
150 µg/L 1.90 5.001,2,4-Trimethylbenzene 10 09/01/23 09:39 V37379MSA
76.4 µg/L 1.80 5.001,3,5-Trimethylbenzene 10 09/01/23 09:39 V37379MSA
<10.0 µg/L 10.0 50.0Vinyl Acetate 10 09/01/23 09:39 V37379MSA
<1.70 µg/L 1.70 5.00Vinyl Chloride 10 09/01/23 09:39 V37379MSA
9.49 µg/L 2.10 5.00o-Xylene 10 09/01/23 09:39 V37379MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 30 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4
93515 Matrix:
8/23/2023 15:30
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37378 08/31/23 14:00
35.0 µg/L 4.20 10.0m,p-Xylene 10 09/01/23 09:39 V37379MSA
44.5 µg/L 2.10 5.00Xylene (Total)10 09/01/23 09:39 V37379KCC
Surrogate: 4-Bromofluorobenzene 93.8 Limits: 70-130%09/01/23 09:3910 MSA V37379
Surrogate: Dibromofluoromethane 102 Limits: 70-130%09/01/23 09:3910 MSA V37379
Surrogate: 1,2-Dichloroethane - d4 91.0 Limits: 70-130%09/01/23 09:3910 MSA V37379
Surrogate: Toluene-d8 99.2 Limits: 70-130%09/01/23 09:3910 MSA V37379
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):V37272 08/31/23 09:31
<0.0207 µg/L 0.02071,2-Dibromoethane 1 08/31/23 15:20 V37326AMP
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 31 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4
93515 Matrix:
8/23/2023 15:30
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
1280 µg/L 500Aliphatic C5-C8 (Adjusted)10 08/29/23 01:10
<25.8 µg/L 50.0Aliphatics C9-C12 (Adjusted)1 08/28/23 20:28
740 µg/L 50.0Aromatic C9-C10 (Adjusted)1 08/28/23 20:28
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V37164 08/28/23 08:00
1330 µg/L 115 500Aliphatic C5-C8 10 08/29/23 01:10 V37165TBL
777 µg/L 25.8 50.0Aliphatic C9-C12 1 08/28/23 20:28 V37165TBL
740 µg/L 4.02 50.0Aromatic C9-C10 1 08/28/23 20:28 V37165TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)86.9 Limits: 70-130%08/28/23 20:281 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)82.9 Limits: 70-130%08/28/23 20:281 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)106 Limits: 70-130%08/29/23 01:1010 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)103 Limits: 70-130%08/29/23 01:1010 TBL
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 32 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1
93516 Matrix:
8/23/2023 15:12
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 09/01/23 21:06 6200BMSA
<0.002 mg/L 0.002 0.006Lead 1 08/29/23 22:51 6010DMMR
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 33 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1
93516 Matrix:
8/23/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00 V37551 09/06/23 09:00
288 µg/L 18.0 100Acetone 10 09/06/23 18:37 V37553MSA
8.64 µg/L 0.180 0.500Benzene 1 09/01/23 21:06 V37437MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/01/23 21:06 V37437MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/01/23 21:06 V37437MSA
0.391 J µg/L 0.160 0.500Bromodichloromethane 1 09/01/23 21:06 V37437MSA
<1.50 µg/L 1.50 5.00Bromoform 1 09/01/23 21:06 V37437MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 09/01/23 21:06 V37437MSA
0.225 J µg/L 0.180 0.500n-Butylbenzene 1 09/01/23 21:06 V37437MSA
0.279 J µg/L 0.200 0.500sec-Butyl benzene 1 09/01/23 21:06 V37437MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/01/23 21:06 V37437MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/01/23 21:06 V37437MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/01/23 21:06 V37437MSA
0.758 µg/L 0.190 0.500Chlorodibromomethane 1 09/01/23 21:06 V37437MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 09/01/23 21:06 V37437MSA
0.669 µg/L 0.220 0.500Chloroform 1 09/01/23 21:06 V37437MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 09/01/23 21:06 V37437MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/01/23 21:06 V37437MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/01/23 21:06 V37437MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/01/23 21:06 V37437MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/01/23 21:06 V37437MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/01/23 21:06 V37437MSA
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/01/23 21:06 V37437MSA
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/01/23 21:06 V37437MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 34 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1
93516 Matrix:
8/23/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00 V37551 09/06/23 09:00
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/01/23 21:06 V37437MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 09/01/23 21:06 V37437MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/01/23 21:06 V37437MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/01/23 21:06 V37437MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/01/23 21:06 V37437MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/01/23 21:06 V37437MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/01/23 21:06 V37437MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/01/23 21:06 V37437MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/01/23 21:06 V37437MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/01/23 21:06 V37437MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/01/23 21:06 V37437MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/01/23 21:06 V37437MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/01/23 21:06 V37437MSA
<42.0 µg/L 42.0 200Ethanol 1 09/01/23 21:06 V37437MSA
7.79 µg/L 0.170 0.500Ethylbenzene 1 09/01/23 21:06 V37437MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/01/23 21:06 V37437MSA
4.20 µg/L 0.380 1.002-Hexanone 1 09/01/23 21:06 V37437MSA
1.13 µg/L 0.180 0.500Isopropylbenzene 1 09/01/23 21:06 V37437MSA
0.856 µg/L 0.089 0.5004-Isopropyl toluene 1 09/01/23 21:06 V37437MSA
290 µg/L 7.10 50.0Methyl Ethyl Ketone (MEK)10 09/06/23 18:37 V37553MSA
1.40 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/01/23 21:06 V37437MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/01/23 21:06 V37437MSA
<0.330 µg/L 0.330 2.00Methylene Chloride 1 09/01/23 21:06 V37437MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 35 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1
93516 Matrix:
8/23/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00 V37551 09/06/23 09:00
<0.470 µg/L 0.470 1.00Naphthalene 1 09/01/23 21:06 V37437MSA
2.29 µg/L 0.190 0.500n-Propylbenzene 1 09/01/23 21:06 V37437MSA
<0.220 µg/L 0.220 0.500Styrene 1 09/01/23 21:06 V37437MSA
9.37 J µg/L 1.60 10.0tert-Butyl Alcohol (TBA)1 09/01/23 21:06 V37437MSA
<0.350 µg/L 0.350 10.0tert-Butyl formate (TBF)1 09/01/23 21:06 V37437MSA
7.53 J µg/L 1.90 10.0tert-Amyl Alcohol (TAA)1 09/01/23 21:06 V37437MSA
<0.280 µg/L 0.280 10.0tert-Amyl Methyl Ether (TAME)1 09/01/23 21:06 V37437MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/01/23 21:06 V37437MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/01/23 21:06 V37437MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/01/23 21:06 V37437MSA
148 µg/L 2.20 5.00Toluene 10 09/06/23 18:37 V37553MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/01/23 21:06 V37437MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/01/23 21:06 V37437MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/01/23 21:06 V37437MSA
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/01/23 21:06 V37437MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/01/23 21:06 V37437MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/01/23 21:06 V37437MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/01/23 21:06 V37437MSA
30.9 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 09/01/23 21:06 V37437MSA
9.39 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 09/01/23 21:06 V37437MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/01/23 21:06 V37437MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 09/01/23 21:06 V37437MSA
18.6 µg/L 0.210 0.500o-Xylene 1 09/01/23 21:06 V37437MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 36 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1
93516 Matrix:
8/23/2023 15:12
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00 V37551 09/06/23 09:00
32.6 µg/L 0.420 1.00m,p-Xylene 1 09/01/23 21:06 V37437MSA
51.2 µg/L 0.210 0.500Xylene (Total)1 09/01/23 21:06 V37437
Surrogate: 4-Bromofluorobenzene 94.4 Limits: 70-130%09/01/23 21:061 MSA V37437
Surrogate: Dibromofluoromethane 103 Limits: 70-130%09/01/23 21:061 MSA V37437
Surrogate: 1,2-Dichloroethane - d4 89.2 Limits: 70-130%09/01/23 21:061 MSA V37437
Surrogate: Toluene-d8 99.6 Limits: 70-130%09/01/23 21:061 MSA V37437
Surrogate: 4-Bromofluorobenzene 97.0 Limits: 70-130%09/06/23 18:3710 MSA V37553
Surrogate: Dibromofluoromethane 103 Limits: 70-130%09/06/23 18:3710 MSA V37553
Surrogate: 1,2-Dichloroethane - d4 91.0 Limits: 70-130%09/06/23 18:3710 MSA V37553
Surrogate: Toluene-d8 99.0 Limits: 70-130%09/06/23 18:3710 MSA V37553
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):V37272 08/31/23 09:31
<0.0207 µg/L 0.02071,2-Dibromoethane 1 08/31/23 15:40 V37326AMP
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 37 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1
93516 Matrix:
8/23/2023 15:12
Aqueous
Analytical Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
CALCULATION
140 µg/L 50.0Aliphatic C5-C8 (Adjusted)1 08/28/23 20:51
116 µg/L 50.0Aliphatics C9-C12 (Adjusted)1 08/28/23 20:51
75.0 µg/L 50.0Aromatic C9-C10 (Adjusted)1 08/28/23 20:51
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
MAVPH (Prep)
MADEP-VPH Prep Batch(es):V37164 08/28/23 08:00
297 µg/L 11.5 50.0Aliphatic C5-C8 1 08/28/23 20:51 V37165TBL
250 µg/L 25.8 50.0Aliphatic C9-C12 1 08/28/23 20:51 V37165TBL
75.0 µg/L 4.02 50.0Aromatic C9-C10 1 08/28/23 20:51 V37165TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (FID)95.8 Limits: 70-130%08/28/23 20:511 TBL
MADEP-VPHSurrogate: 2,5-Dibromotoluene (PID)87.9 Limits: 70-130%08/28/23 20:511 TBL
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 38 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TB
93517 Matrix:
8/23/2023 8:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00
<1.80 µg/L 1.80 10.0Acetone 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500Benzene 1 09/01/23 18:57 V37437MSA
<0.210 µg/L 0.210 0.500Bromobenzene 1 09/01/23 18:57 V37437MSA
<0.420 µg/L 0.420 1.00Bromochloromethane 1 09/01/23 18:57 V37437MSA
<0.160 µg/L 0.160 0.500Bromodichloromethane 1 09/01/23 18:57 V37437MSA
<1.50 µg/L 1.50 5.00Bromoform 1 09/01/23 18:57 V37437MSA
<0.280 µg/L 0.280 1.00Bromomethane 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500n-Butylbenzene 1 09/01/23 18:57 V37437MSA
<0.200 µg/L 0.200 0.500sec-Butyl benzene 1 09/01/23 18:57 V37437MSA
<0.920 µg/L 0.920 2.00tert-Butyl benzene 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500Carbon Tetrachloride 1 09/01/23 18:57 V37437MSA
<0.190 µg/L 0.190 0.500Chlorobenzene 1 09/01/23 18:57 V37437MSA
<0.190 µg/L 0.190 0.500Chlorodibromomethane 1 09/01/23 18:57 V37437MSA
<0.430 µg/L 0.430 1.00Chloroethane 1 09/01/23 18:57 V37437MSA
<0.220 µg/L 0.220 0.500Chloroform 1 09/01/23 18:57 V37437MSA
<0.220 µg/L 0.220 0.500Chloromethane 1 09/01/23 18:57 V37437MSA
<0.200 µg/L 0.200 0.5002-Chlorotoluene 1 09/01/23 18:57 V37437MSA
<0.200 µg/L 0.200 0.5004-Chlorotoluene 1 09/01/23 18:57 V37437MSA
<0.500 µg/L 0.500 0.500Di-Isopropyl Ether (DIPE)1 09/01/23 18:57 V37437MSA
<1.10 µg/L 1.10 2.001,2-Dibromo-3-Chloropropane 1 09/01/23 18:57 V37437MSA
<0.200 µg/L 0.200 0.5001,2-Dibromoethane 1 09/01/23 18:57 V37437MSA
<0.230 µg/L 0.230 0.500Dibromomethane 1 09/01/23 18:57 V37437MSA
<0.220 µg/L 0.220 0.5001,2-Dichlorobenzene 1 09/01/23 18:57 V37437MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 39 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TB
93517 Matrix:
8/23/2023 8:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00
<0.190 µg/L 0.190 0.5001,3-Dichlorobenzene 1 09/01/23 18:57 V37437MSA
<0.210 µg/L 0.210 0.5001,4-Dichlorobenzene 1 09/01/23 18:57 V37437MSA
<1.20 µg/L 1.20 5.00Dichlorodifluoromethane 1 09/01/23 18:57 V37437MSA
<0.240 µg/L 0.240 0.5001,1-Dichloroethane 1 09/01/23 18:57 V37437MSA
<0.150 µg/L 0.150 0.5001,2-Dichloroethane 1 09/01/23 18:57 V37437MSA
<0.150 µg/L 0.150 0.5001,1-Dichloroethene 1 09/01/23 18:57 V37437MSA
<0.200 µg/L 0.200 0.500cis-1,2-Dichloroethene 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500trans-1,2-Dichloroethene 1 09/01/23 18:57 V37437MSA
<0.190 µg/L 0.190 0.5001,2-Dichloropropane 1 09/01/23 18:57 V37437MSA
<0.130 µg/L 0.130 0.5001,3-Dichloropropane 1 09/01/23 18:57 V37437MSA
<0.210 µg/L 0.210 2.002,2-Dichloropropane 1 09/01/23 18:57 V37437MSA
<0.200 µg/L 0.200 0.5001,1-Dichloropropene 1 09/01/23 18:57 V37437MSA
<0.210 µg/L 0.210 0.500cis-1,3-Dichloropropene 1 09/01/23 18:57 V37437MSA
<0.150 µg/L 0.150 0.500trans-1,3-Dichloropropene 1 09/01/23 18:57 V37437MSA
<42.0 µg/L 42.0 200Ethanol 1 09/01/23 18:57 V37437MSA
<0.170 µg/L 0.170 0.500Ethylbenzene 1 09/01/23 18:57 V37437MSA
<0.350 µg/L 0.350 3.00Hexachlorobutadiene 1 09/01/23 18:57 V37437MSA
<0.380 µg/L 0.380 1.002-Hexanone 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500Isopropylbenzene 1 09/01/23 18:57 V37437MSA
<0.089 µg/L 0.089 0.5004-Isopropyl toluene 1 09/01/23 18:57 V37437MSA
<0.710 µg/L 0.710 5.00Methyl Ethyl Ketone (MEK)1 09/01/23 18:57 V37437MSA
<0.140 µg/L 0.140 1.00Methyl tert-butyl ether (MTBE)1 09/01/23 18:57 V37437MSA
<0.078 µg/L 0.078 1.004-Methyl-2-Pentanone 1 09/01/23 18:57 V37437MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 40 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TB
93517 Matrix:
8/23/2023 8:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00
<0.330 µg/L 0.330 2.00Methylene Chloride 1 09/01/23 18:57 V37437MSA
<0.470 µg/L 0.470 1.00Naphthalene 1 09/01/23 18:57 V37437MSA
<0.190 µg/L 0.190 0.500n-Propylbenzene 1 09/01/23 18:57 V37437MSA
<0.220 µg/L 0.220 0.500Styrene 1 09/01/23 18:57 V37437MSA
<0.160 µg/L 0.160 0.5001,1,1,2-Tetrachloroethane 1 09/01/23 18:57 V37437MSA
<0.160 µg/L 0.160 0.5001,1,2,2-Tetrachloroethane 1 09/01/23 18:57 V37437MSA
<0.220 µg/L 0.220 0.500Tetrachloroethene 1 09/01/23 18:57 V37437MSA
0.318 J µg/L 0.220 0.500Toluene 1 09/01/23 18:57 V37437MSA
<0.380 µg/L 0.380 0.5001,2,3-Trichlorobenzene 1 09/01/23 18:57 V37437MSA
<0.310 µg/L 0.310 0.5001,2,4-Trichlorobenzene 1 09/01/23 18:57 V37437MSA
<0.160 µg/L 0.160 0.5001,1,1-Trichloroethane 1 09/01/23 18:57 V37437MSA
<0.096 µg/L 0.096 0.5001,1,2-Trichloroethane 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500Trichloroethene 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.500Trichlorofluoromethane 1 09/01/23 18:57 V37437MSA
<0.270 µg/L 0.270 0.5001,2,3-Trichloropropane 1 09/01/23 18:57 V37437MSA
<0.190 µg/L 0.190 0.5001,2,4-Trimethylbenzene 1 09/01/23 18:57 V37437MSA
<0.180 µg/L 0.180 0.5001,3,5-Trimethylbenzene 1 09/01/23 18:57 V37437MSA
<1.00 µg/L 1.00 5.00Vinyl Acetate 1 09/01/23 18:57 V37437MSA
<0.170 µg/L 0.170 0.500Vinyl Chloride 1 09/01/23 18:57 V37437MSA
<0.210 µg/L 0.210 0.500o-Xylene 1 09/01/23 18:57 V37437MSA
<0.420 µg/L 0.420 1.00m,p-Xylene 1 09/01/23 18:57 V37437MSA
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 41 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TB
93517 Matrix:
8/23/2023 8:45
Aqueous
Analytical Method:
Prep Method:
Test Results Units MDL MQL By Analytical
Batch
Date / Time
Analyzed
DF
6200 PT
6200B Prep Batch(es):V37436 09/01/23 09:00
<0.21 µg/L 0.210 0.500Xylene (Total)1 09/01/23 18:57 V37437
Surrogate: 4-Bromofluorobenzene 95.2 Limits: 70-130%09/01/23 18:571 MSA V37437
Surrogate: Dibromofluoromethane 101 Limits: 70-130%09/01/23 18:571 MSA V37437
Surrogate: 1,2-Dichloroethane - d4 87.2 Limits: 70-130%09/01/23 18:571 MSA V37437
Surrogate: Toluene-d8 99.6 Limits: 70-130%09/01/23 18:571 MSA V37437
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 42 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-4-25'
93518 Matrix:
8/10/2023 12:30
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
26.0 %0.1%Clay 1 09/01/23 08:10 TextureEB
37.0 %0.1%Sand 1 09/01/23 08:10 TextureEB
37.0 %0.1%Silt 1 09/01/23 08:10 TextureEB
LoamSoil Classification 1 09/01/23 08:10 TextureEB
100 %% Passing 4 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
99.4 %% Passing 10 Mesh 1 09/06/23 15:00 SIEVEJRF
90.5 %% Passing 20 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
80.1 %% Passing 40 Mesh 1 09/06/23 15:00 SIEVEJRF
75.8 %% Passing 60 Mesh 1 09/06/23 15:00 SIEVEJRF
72.9 %% Passing 100 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
69.1 %% Passing 200 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
396 mg/Kg 90.0 150TOC 1 09/06/23 14:26 SW-9060AASH
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 43 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:MW-2-25'
93519 Matrix:
8/10/2023 13:34
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
34.0 %0.1%Clay 1 09/01/23 08:10 TextureEB
19.0 %0.1%Sand 1 09/01/23 08:10 TextureEB
47.0 %0.1%Silt 1 09/01/23 08:10 TextureEB
Silty Clay LoamSoil Classification 1 09/01/23 08:10 TextureEB
99.5 %% Passing 4 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
98.9 %% Passing 10 Mesh 1 09/06/23 15:00 SIEVEJRF
97.9 %% Passing 20 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
96.5 %% Passing 40 Mesh 1 09/06/23 15:00 SIEVEJRF
95.5 %% Passing 60 Mesh 1 09/06/23 15:00 SIEVEJRF
94.4 %% Passing 100 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
91.9 %% Passing 200 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
361 mg/Kg 90.0 150TOC 1 09/06/23 16:20 SW-9060AASH
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 44 of 64
,
REPORT OF ANALYSISReport Number :
Project
Information :
NC 28110
23-240-0003
00087
Geological Resources, Inc.
3502 Hayes Road
Sam McKay
Monroe
Danyale Love
Project Manager
GRI #5737 Received : 08/25/2023
The Crossroads
Report Date : 09/08/2023
Sample ID :
Lab No :
Sampled:TW-1-55'
93520 Matrix:
8/11/2023 13:40
Solids
Test Results Units MDL MQL By Analytical
Method
Date / Time
Analyzed
DF
6.0 %0.1%Clay 1 09/01/23 08:10 TextureEB
87.0 %0.1%Sand 1 09/01/23 08:10 TextureEB
7.0 %0.1%Silt 1 09/01/23 08:10 TextureEB
Loamy SandSoil Classification 1 09/01/23 08:10 TextureEB
92.1 %% Passing 4 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
55.5 %% Passing 10 Mesh 1 09/06/23 15:00 SIEVEJRF
19.5 %% Passing 20 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
13.1 %% Passing 40 Mesh 1 09/06/23 15:00 SIEVEJRF
11.4 %% Passing 60 Mesh 1 09/06/23 15:00 SIEVEJRF
10.6 %% Passing 100 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
10.0 %% Passing 200 Mesh 1 09/06/23 15:00 SIEVE TESTJRF
158 mg/Kg 90.0 150TOC 1 09/06/23 16:58 SW-9060AASH
Qualifiers/
Definitions
Result above calibration rangeEDilution FactorDF
Method Quantitation LimitMQLEstimated valueJ
Page 45 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Metals Analysis
6010D
V37225QC Analytical Batch(es):
Analysis Method:
Analysis Description:
3005A
QC Prep:V37177
Associated Lab Samples: 93513, 93514, 93515, 93516
LRB-V37177 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
08/29/23 22:050.0060.002<0.002mg/LLead
LCS-V37177Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
1030.1030.100mg/LLead 80-120
V 93426-MS-V37177 V 93426-MSD-V37177Matrix Spike & Matrix Spike Duplicate
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
MSD
%Rec RPD
0.110 1100.1080.1000.100< 0.002mg/LLead 108 75-125 1.8 20.0
V 93426-PDS-V37177Post Digestion Spike
Parameter
Analyzed%
Recovery
PDS
ResultUnits
08/29/23 23:001040.259mg/LLead
Page 1 of 17Date:09/08/2023 12:36 PM
Page 46 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37379QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37378
Associated Lab Samples: 93512, 93513, 93514, 93515
LRB-V37378 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/01/23 04:3110.01.80<1.80µg/LAcetone
09/01/23 04:310.5000.180<0.180µg/LBenzene
09/01/23 04:310.5000.210<0.210µg/LBromobenzene
09/01/23 04:311.000.420<0.420µg/LBromochloromethane
09/01/23 04:310.5000.160<0.160µg/LBromodichloromethane
09/01/23 04:315.001.50<1.50µg/LBromoform
09/01/23 04:311.000.280<0.280µg/LBromomethane
09/01/23 04:310.5000.180<0.180µg/Ln-Butylbenzene
09/01/23 04:310.5000.200<0.200µg/Lsec-Butyl benzene
09/01/23 04:312.000.920<0.920µg/Ltert-Butyl benzene
09/01/23 04:310.5000.180<0.180µg/LCarbon Tetrachloride
09/01/23 04:310.5000.190<0.190µg/LChlorobenzene
09/01/23 04:310.5000.190<0.190µg/LChlorodibromomethane
09/01/23 04:311.000.430<0.430µg/LChloroethane
09/01/23 04:310.5000.220<0.220µg/LChloroform
09/01/23 04:310.5000.220<0.220µg/LChloromethane
09/01/23 04:310.5000.200<0.200µg/L2-Chlorotoluene
09/01/23 04:310.5000.200<0.200µg/L4-Chlorotoluene
09/01/23 04:310.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
09/01/23 04:312.001.10<1.10µg/L1,2-Dibromo-3-Chloropropane
09/01/23 04:310.5000.230<0.230µg/LDibromomethane
09/01/23 04:310.5000.220<0.220µg/L1,2-Dichlorobenzene
09/01/23 04:310.5000.190<0.190µg/L1,3-Dichlorobenzene
09/01/23 04:310.5000.210<0.210µg/L1,4-Dichlorobenzene
09/01/23 04:315.001.20<1.20µg/LDichlorodifluoromethane
09/01/23 04:310.5000.240<0.240µg/L1,1-Dichloroethane
09/01/23 04:310.5000.150<0.150µg/L1,2-Dichloroethane
Page 2 of 17Date:09/08/2023 12:36 PM
Page 47 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37379QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37378
Associated Lab Samples: 93512, 93513, 93514, 93515
LRB-V37378 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/01/23 04:310.5000.150<0.150µg/L1,1-Dichloroethene
09/01/23 04:310.5000.200<0.200µg/Lcis-1,2-Dichloroethene
09/01/23 04:310.5000.180<0.180µg/Ltrans-1,2-Dichloroethene
09/01/23 04:310.5000.190<0.190µg/L1,2-Dichloropropane
09/01/23 04:310.5000.130<0.130µg/L1,3-Dichloropropane
09/01/23 04:312.000.210<0.210µg/L2,2-Dichloropropane
09/01/23 04:310.5000.200<0.200µg/L1,1-Dichloropropene
09/01/23 04:310.5000.210<0.210µg/Lcis-1,3-Dichloropropene
09/01/23 04:310.5000.150<0.150µg/Ltrans-1,3-Dichloropropene
09/01/23 04:3120042.0<42.0µg/LEthanol
09/01/23 04:310.5000.170<0.170µg/LEthylbenzene
09/01/23 04:313.000.350<0.350µg/LHexachlorobutadiene
09/01/23 04:311.000.380<0.380µg/L2-Hexanone
09/01/23 04:310.5000.180<0.180µg/LIsopropylbenzene
09/01/23 04:310.5000.089<0.089µg/L4-Isopropyl toluene
09/01/23 04:315.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
09/01/23 04:311.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
09/01/23 04:311.000.078<0.078µg/L4-Methyl-2-Pentanone
09/01/23 04:312.000.330<0.330µg/LMethylene Chloride
09/01/23 04:311.000.470<0.470µg/LNaphthalene
09/01/23 04:310.5000.190<0.190µg/Ln-Propylbenzene
09/01/23 04:310.5000.220<0.220µg/LStyrene
09/01/23 04:3110.01.60<1.60µg/Ltert-Butyl Alcohol (TBA)
09/01/23 04:3110.00.350<0.350µg/Ltert-Butyl formate (TBF)
09/01/23 04:3110.01.90<1.90µg/Ltert-Amyl Alcohol (TAA)
09/01/23 04:3110.00.280<0.280µg/Ltert-Amyl Methyl Ether (TAME)
09/01/23 04:310.5000.160<0.160µg/L1,1,1,2-Tetrachloroethane
Page 3 of 17Date:09/08/2023 12:36 PM
Page 48 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37379QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37378
Associated Lab Samples: 93512, 93513, 93514, 93515
LRB-V37378 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/01/23 04:310.5000.160<0.160µg/L1,1,2,2-Tetrachloroethane
09/01/23 04:310.5000.220<0.220µg/LTetrachloroethene
09/01/23 04:310.5000.220<0.220µg/LToluene
09/01/23 04:310.5000.380<0.380µg/L1,2,3-Trichlorobenzene
09/01/23 04:310.5000.310<0.310µg/L1,2,4-Trichlorobenzene
09/01/23 04:310.5000.160<0.160µg/L1,1,1-Trichloroethane
09/01/23 04:310.5000.096<0.096µg/L1,1,2-Trichloroethane
09/01/23 04:310.5000.180<0.180µg/LTrichloroethene
09/01/23 04:310.5000.180<0.180µg/LTrichlorofluoromethane
09/01/23 04:310.5000.270<0.270µg/L1,2,3-Trichloropropane
09/01/23 04:310.5000.190<0.190µg/L1,2,4-Trimethylbenzene
09/01/23 04:310.5000.180<0.180µg/L1,3,5-Trimethylbenzene
09/01/23 04:315.001.00<1.00µg/LVinyl Acetate
09/01/23 04:310.5000.170<0.170µg/LVinyl Chloride
09/01/23 04:310.5000.210<0.210µg/Lo-Xylene
09/01/23 04:311.000.420<0.420µg/Lm,p-Xylene
09/01/23 04:3110.01.00<1.00µg/L3,3-Dimethyl-1-butanol
09/01/23 04:314-Bromofluorobenzene (S)94.8 70-130
09/01/23 04:31Dibromofluoromethane (S)102 70-130
09/01/23 04:311,2-Dichloroethane - d4 (S)88.8 70-130
09/01/23 04:31Toluene-d8 (S)99.2 70-130
LCS-V37378 LCSD-V37378Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
32.3 80.783.033.240.0µg/LAcetone 40-160 2.7 20.0
Page 4 of 17Date:09/08/2023 12:36 PM
Page 49 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37379QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37378
LCS-V37378 LCSD-V37378Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.3 96.510020.020.0µg/LBenzene 70-130 3.5 20.0
18.2 91.095.019.020.0µg/LBromobenzene 70-130 4.3 20.0
21.0 10510420.720.0µg/LBromochloromethane 70-130 1.4 20.0
17.9 89.590.018.020.0µg/LBromodichloromethane 70-130 0.5 20.0
17.1 85.590.018.020.0µg/LBromoform 70-130 5.1 20.0
20.1 10199.019.820.0µg/LBromomethane 60-140 1.5 20.0
18.7 93.596.519.320.0µg/Ln-Butylbenzene 70-130 3.1 20.0
18.3 91.598.519.720.0µg/Lsec-Butyl benzene 70-130 7.3 20.0
18.0 90.093.518.720.0µg/Ltert-Butyl benzene 70-130 3.8 20.0
18.4 92.097.519.520.0µg/LCarbon Tetrachloride 70-130 5.8 20.0
18.9 94.510020.020.0µg/LChlorobenzene 70-130 5.6 20.0
18.8 94.097.019.420.0µg/LChlorodibromomethane 70-130 3.1 20.0
19.7 98.510120.220.0µg/LChloroethane 60-140 2.5 20.0
19.0 95.099.519.920.0µg/LChloroform 70-130 4.6 20.0
16.9 84.589.517.920.0µg/LChloromethane 60-140 5.7 20.0
17.6 88.091.518.320.0µg/L2-Chlorotoluene 70-130 3.8 20.0
17.8 89.091.518.320.0µg/L4-Chlorotoluene 70-130 2.7 20.0
18.8 94.098.519.720.0µg/LDi-Isopropyl Ether (DIPE)70-130 4.6 20.0
19.1 95.595.519.120.0µg/L1,2-Dibromo-3-Chloropropane 70-130 0.0 20.0
17.7 88.589.017.820.0µg/LDibromomethane 70-130 0.5 20.0
18.8 94.096.019.220.0µg/L1,2-Dichlorobenzene 70-130 2.1 20.0
18.7 93.598.519.720.0µg/L1,3-Dichlorobenzene 70-130 5.2 20.0
18.5 92.594.018.820.0µg/L1,4-Dichlorobenzene 70-130 1.6 20.0
15.9 79.585.517.120.0µg/LDichlorodifluoromethane 60-140 7.2 20.0
18.9 94.598.019.620.0µg/L1,1-Dichloroethane 70-130 3.6 20.0
15.9 79.582.516.520.0µg/L1,2-Dichloroethane 70-130 3.7 20.0
Page 5 of 17Date:09/08/2023 12:36 PM
Page 50 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37379QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37378
LCS-V37378 LCSD-V37378Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
20.0 10098.519.720.0µg/L1,1-Dichloroethene 70-130 1.5 20.0
18.4 92.096.019.220.0µg/Lcis-1,2-Dichloroethene 70-130 4.2 20.0
18.1 90.593.518.720.0µg/Ltrans-1,2-Dichloroethene 70-130 3.2 20.0
19.2 96.098.019.620.0µg/L1,2-Dichloropropane 70-130 2.0 20.0
18.4 92.097.019.420.0µg/L1,3-Dichloropropane 70-130 5.2 20.0
16.8 84.085.017.020.0µg/L2,2-Dichloropropane 70-130 1.1 20.0
20.3 10210821.520.0µg/L1,1-Dichloropropene 70-130 5.7 20.0
17.4 87.089.017.820.0µg/Lcis-1,3-Dichloropropene 70-130 2.2 20.0
17.2 86.087.517.520.0µg/Ltrans-1,3-Dichloropropene 70-130 1.7 20.0
490 98.094.2471500µg/LEthanol 60-140 3.9 20.0
17.6 88.091.518.320.0µg/LEthylbenzene 70-130 3.8 20.0
17.9 89.593.018.620.0µg/LHexachlorobutadiene 70-130 3.8 20.0
17.2 86.084.516.920.0µg/L2-Hexanone 60-140 1.7 20.0
18.5 92.597.019.420.0µg/LIsopropylbenzene 70-130 4.7 20.0
18.4 92.098.019.620.0µg/L4-Isopropyl toluene 70-130 6.3 20.0
19.1 95.584.516.920.0µg/LMethyl Ethyl Ketone (MEK)60-140 12.2 20.0
19.0 95.096.019.220.0µg/LMethyl tert-butyl ether (MTBE)70-130 1.0 20.0
16.6 83.081.016.220.0µg/L4-Methyl-2-Pentanone 60-140 2.4 20.0
19.0 95.096.519.320.0µg/LMethylene Chloride 70-130 1.5 20.0
17.0 85.087.017.420.0µg/LNaphthalene 70-130 2.3 20.0
17.7 88.592.518.520.0µg/Ln-Propylbenzene 70-130 4.4 20.0
19.7 98.510120.120.0µg/LStyrene 70-130 2.0 20.0
48.8 12212550.140.0µg/Ltert-Butyl Alcohol (TBA)40-140 2.6 20.0
28.4 71.072.729.140.0µg/Ltert-Butyl formate (TBF)40-140 2.4 20.0
15.2 76.093.518.720.0µg/Ltert-Amyl Alcohol (TAA)40-140 20.6*20.0
37.7 94.296.538.640.0µg/Ltert-Amyl Methyl Ether (TAME)40-140 2.3 20.0
Page 6 of 17* QC Fail Date:09/08/2023 12:36 PM
Page 51 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37379QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37378
LCS-V37378 LCSD-V37378Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.6 98.010220.420.0µg/L1,1,1,2-Tetrachloroethane 70-130 4.0 20.0
18.0 90.093.518.720.0µg/L1,1,2,2-Tetrachloroethane 70-130 3.8 20.0
18.3 91.597.019.420.0µg/LTetrachloroethene 70-130 5.8 20.0
18.0 90.095.519.120.0µg/LToluene 70-130 5.9 20.0
17.4 87.086.517.320.0µg/L1,2,3-Trichlorobenzene 70-130 0.5 20.0
17.5 87.589.017.820.0µg/L1,2,4-Trichlorobenzene 70-130 1.6 20.0
18.7 93.597.519.520.0µg/L1,1,1-Trichloroethane 70-130 4.1 20.0
19.3 96.597.019.420.0µg/L1,1,2-Trichloroethane 70-130 0.5 20.0
20.1 10110320.520.0µg/LTrichloroethene 70-130 1.9 20.0
20.1 10110020.020.0µg/LTrichlorofluoromethane 60-140 0.4 20.0
16.8 84.093.518.720.0µg/L1,2,3-Trichloropropane 70-130 10.7 20.0
18.7 93.596.019.220.0µg/L1,2,4-Trimethylbenzene 70-130 2.6 20.0
18.0 90.093.018.620.0µg/L1,3,5-Trimethylbenzene 70-130 3.2 20.0
13.8 69.071.514.320.0µg/LVinyl Acetate 60-140 3.5 20.0
19.6 98.010520.920.0µg/LVinyl Chloride 60-140 6.4 20.0
18.5 92.597.019.420.0µg/Lo-Xylene 70-130 4.7 20.0
36.8 92.097.038.840.0µg/Lm,p-Xylene 70-130 5.2 20.0
20.6 10373.014.620.0µg/L3,3-Dimethyl-1-butanol 70-130 34.0*20.0
91.291.64-Bromofluorobenzene (S)70-130
10099.8Dibromofluoromethane (S)70-130
89.491.21,2-Dichloroethane - d4 (S)70-130
99.8100Toluene-d8 (S)70-130
Page 7 of 17* QC Fail Date:09/08/2023 12:36 PM
Page 52 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37437QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37436
Associated Lab Samples: 93512, 93513, 93514, 93516, 93517
LRB-V37436 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/01/23 18:3210.01.80<1.80µg/LAcetone
09/01/23 18:320.5000.180<0.180µg/LBenzene
09/01/23 18:320.5000.210<0.210µg/LBromobenzene
09/01/23 18:321.000.420<0.420µg/LBromochloromethane
09/01/23 18:320.5000.160<0.160µg/LBromodichloromethane
09/01/23 18:325.001.50<1.50µg/LBromoform
09/01/23 18:321.000.280<0.280µg/LBromomethane
09/01/23 18:320.5000.180<0.180µg/Ln-Butylbenzene
09/01/23 18:320.5000.200<0.200µg/Lsec-Butyl benzene
09/01/23 18:322.000.920<0.920µg/Ltert-Butyl benzene
09/01/23 18:320.5000.180<0.180µg/LCarbon Tetrachloride
09/01/23 18:320.5000.190<0.190µg/LChlorobenzene
09/01/23 18:320.5000.190<0.190µg/LChlorodibromomethane
09/01/23 18:321.000.430<0.430µg/LChloroethane
09/01/23 18:320.5000.220<0.220µg/LChloroform
09/01/23 18:320.5000.220<0.220µg/LChloromethane
09/01/23 18:320.5000.200<0.200µg/L2-Chlorotoluene
09/01/23 18:320.5000.200<0.200µg/L4-Chlorotoluene
09/01/23 18:320.5000.500<0.500µg/LDi-Isopropyl Ether (DIPE)
09/01/23 18:322.001.10<1.10µg/L1,2-Dibromo-3-Chloropropane
09/01/23 18:320.5000.200<0.200µg/L1,2-Dibromoethane
09/01/23 18:320.5000.230<0.230µg/LDibromomethane
09/01/23 18:320.5000.220<0.220µg/L1,2-Dichlorobenzene
09/01/23 18:320.5000.190<0.190µg/L1,3-Dichlorobenzene
09/01/23 18:320.5000.210<0.210µg/L1,4-Dichlorobenzene
09/01/23 18:325.001.20<1.20µg/LDichlorodifluoromethane
09/01/23 18:320.5000.240<0.240µg/L1,1-Dichloroethane
Page 8 of 17Date:09/08/2023 12:36 PM
Page 53 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37437QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37436
Associated Lab Samples: 93512, 93513, 93514, 93516, 93517
LRB-V37436 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/01/23 18:320.5000.150<0.150µg/L1,2-Dichloroethane
09/01/23 18:320.5000.150<0.150µg/L1,1-Dichloroethene
09/01/23 18:320.5000.200<0.200µg/Lcis-1,2-Dichloroethene
09/01/23 18:320.5000.180<0.180µg/Ltrans-1,2-Dichloroethene
09/01/23 18:320.5000.190<0.190µg/L1,2-Dichloropropane
09/01/23 18:320.5000.130<0.130µg/L1,3-Dichloropropane
09/01/23 18:322.000.210<0.210µg/L2,2-Dichloropropane
09/01/23 18:320.5000.200<0.200µg/L1,1-Dichloropropene
09/01/23 18:320.5000.210<0.210µg/Lcis-1,3-Dichloropropene
09/01/23 18:320.5000.150<0.150µg/Ltrans-1,3-Dichloropropene
09/01/23 18:3220042.0<42.0µg/LEthanol
09/01/23 18:320.5000.170<0.170µg/LEthylbenzene
09/01/23 18:323.000.350<0.350µg/LHexachlorobutadiene
09/01/23 18:321.000.380<0.380µg/L2-Hexanone
09/01/23 18:320.5000.180<0.180µg/LIsopropylbenzene
09/01/23 18:320.5000.089<0.089µg/L4-Isopropyl toluene
09/01/23 18:325.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
09/01/23 18:321.000.140<0.140µg/LMethyl tert-butyl ether (MTBE)
09/01/23 18:321.000.078<0.078µg/L4-Methyl-2-Pentanone
09/01/23 18:322.000.330<0.330µg/LMethylene Chloride
09/01/23 18:321.000.470<0.470µg/LNaphthalene
09/01/23 18:320.5000.190<0.190µg/Ln-Propylbenzene
09/01/23 18:320.5000.220<0.220µg/LStyrene
09/01/23 18:3210.01.60<1.60µg/Ltert-Butyl Alcohol (TBA)
09/01/23 18:3210.00.350<0.350µg/Ltert-Butyl formate (TBF)
09/01/23 18:3210.01.90<1.90µg/Ltert-Amyl Alcohol (TAA)
09/01/23 18:3210.00.280<0.280µg/Ltert-Amyl Methyl Ether (TAME)
Page 9 of 17Date:09/08/2023 12:36 PM
Page 54 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37437QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37436
Associated Lab Samples: 93512, 93513, 93514, 93516, 93517
LRB-V37436 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/01/23 18:320.5000.160<0.160µg/L1,1,1,2-Tetrachloroethane
09/01/23 18:320.5000.160<0.160µg/L1,1,2,2-Tetrachloroethane
09/01/23 18:320.5000.220<0.220µg/LTetrachloroethene
09/01/23 18:320.5000.220<0.220µg/LToluene
09/01/23 18:320.5000.380<0.380µg/L1,2,3-Trichlorobenzene
09/01/23 18:320.5000.310<0.310µg/L1,2,4-Trichlorobenzene
09/01/23 18:320.5000.160<0.160µg/L1,1,1-Trichloroethane
09/01/23 18:320.5000.096<0.096µg/L1,1,2-Trichloroethane
09/01/23 18:320.5000.180<0.180µg/LTrichloroethene
09/01/23 18:320.5000.180<0.180µg/LTrichlorofluoromethane
09/01/23 18:320.5000.270<0.270µg/L1,2,3-Trichloropropane
09/01/23 18:320.5000.190<0.190µg/L1,2,4-Trimethylbenzene
09/01/23 18:320.5000.180<0.180µg/L1,3,5-Trimethylbenzene
09/01/23 18:325.001.00<1.00µg/LVinyl Acetate
09/01/23 18:320.5000.170<0.170µg/LVinyl Chloride
09/01/23 18:320.5000.210<0.210µg/Lo-Xylene
09/01/23 18:321.000.420<0.420µg/Lm,p-Xylene
09/01/23 18:3210.01.00<1.00µg/L3,3-Dimethyl-1-butanol
09/01/23 18:324-Bromofluorobenzene (S)94.8 70-130
09/01/23 18:32Dibromofluoromethane (S)100 70-130
09/01/23 18:321,2-Dichloroethane - d4 (S)88.4 70-130
09/01/23 18:32Toluene-d8 (S)99.2 70-130
Page 10 of 17Date:09/08/2023 12:36 PM
Page 55 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37437QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37436
LCS-V37436 LCSD-V37436Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
32.4 81.088.535.440.0µg/LAcetone 40-160 8.8 20.0
20.3 10210721.320.0µg/LBenzene 70-130 4.8 20.0
18.4 92.098.019.620.0µg/LBromobenzene 70-130 6.3 20.0
20.5 10311322.620.0µg/LBromochloromethane 70-130 9.7 20.0
18.4 92.098.019.620.0µg/LBromodichloromethane 70-130 6.3 20.0
17.5 87.592.018.420.0µg/LBromoform 70-130 5.0 20.0
21.4 10711222.420.0µg/LBromomethane 60-140 4.5 20.0
19.3 96.510521.020.0µg/Ln-Butylbenzene 70-130 8.4 20.0
19.0 95.010120.220.0µg/Lsec-Butyl benzene 70-130 6.1 20.0
18.8 94.099.519.920.0µg/Ltert-Butyl benzene 70-130 5.6 20.0
19.2 96.010320.520.0µg/LCarbon Tetrachloride 70-130 6.5 20.0
19.8 99.010520.920.0µg/LChlorobenzene 70-130 5.4 20.0
20.1 10198.019.620.0µg/LChlorodibromomethane 70-130 2.5 20.0
18.9 94.596.019.220.0µg/LChloroethane 60-140 1.5 20.0
19.3 96.510721.420.0µg/LChloroform 70-130 10.3 20.0
16.9 84.589.017.820.0µg/LChloromethane 60-140 5.1 20.0
18.7 93.598.019.620.0µg/L2-Chlorotoluene 70-130 4.6 20.0
18.6 93.096.519.320.0µg/L4-Chlorotoluene 70-130 3.6 20.0
19.8 99.010621.120.0µg/LDi-Isopropyl Ether (DIPE)70-130 6.3 20.0
18.8 94.097.019.420.0µg/L1,2-Dibromo-3-Chloropropane 70-130 3.1 20.0
20.1 10110420.720.0µg/L1,2-Dibromoethane 70-130 2.9 20.0
17.6 88.094.018.820.0µg/LDibromomethane 70-130 6.5 20.0
19.3 96.510621.120.0µg/L1,2-Dichlorobenzene 70-130 8.9 20.0
20.1 10110521.020.0µg/L1,3-Dichlorobenzene 70-130 4.3 20.0
19.5 97.510220.420.0µg/L1,4-Dichlorobenzene 70-130 4.5 20.0
15.8 79.084.516.920.0µg/LDichlorodifluoromethane 60-140 6.7 20.0
Page 11 of 17Date:09/08/2023 12:36 PM
Page 56 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37437QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37436
LCS-V37436 LCSD-V37436Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
19.4 97.010320.520.0µg/L1,1-Dichloroethane 70-130 5.5 20.0
16.9 84.587.017.420.0µg/L1,2-Dichloroethane 70-130 2.9 20.0
19.0 95.010220.420.0µg/L1,1-Dichloroethene 70-130 7.1 20.0
19.1 95.510120.220.0µg/Lcis-1,2-Dichloroethene 70-130 5.5 20.0
18.7 93.510120.220.0µg/Ltrans-1,2-Dichloroethene 70-130 7.7 20.0
19.9 99.510521.020.0µg/L1,2-Dichloropropane 70-130 5.3 20.0
19.4 97.010220.320.0µg/L1,3-Dichloropropane 70-130 4.5 20.0
19.7 98.510420.720.0µg/L2,2-Dichloropropane 70-130 4.9 20.0
21.1 10611222.420.0µg/L1,1-Dichloropropene 70-130 5.9 20.0
18.9 94.598.519.720.0µg/Lcis-1,3-Dichloropropene 70-130 4.1 20.0
18.1 90.596.019.220.0µg/Ltrans-1,3-Dichloropropene 70-130 5.8 20.0
477 95.485.2426500µg/LEthanol 60-140 11.2 20.0
18.9 94.597.019.420.0µg/LEthylbenzene 70-130 2.6 20.0
18.7 93.510220.420.0µg/LHexachlorobutadiene 70-130 8.6 20.0
18.3 91.594.518.920.0µg/L2-Hexanone 60-140 3.2 20.0
19.4 97.010320.620.0µg/LIsopropylbenzene 70-130 6.0 20.0
19.6 98.010521.020.0µg/L4-Isopropyl toluene 70-130 6.8 20.0
18.2 91.083.016.620.0µg/LMethyl Ethyl Ketone (MEK)60-140 9.1 20.0
20.1 10110521.020.0µg/LMethyl tert-butyl ether (MTBE)70-130 4.3 20.0
17.2 86.094.018.820.0µg/L4-Methyl-2-Pentanone 60-140 8.8 20.0
19.0 95.098.019.620.0µg/LMethylene Chloride 70-130 3.1 20.0
17.5 87.590.018.020.0µg/LNaphthalene 70-130 2.8 20.0
18.8 94.099.519.920.0µg/Ln-Propylbenzene 70-130 5.6 20.0
20.5 10310821.520.0µg/LStyrene 70-130 4.7 20.0
54.7 13713152.340.0µg/Ltert-Butyl Alcohol (TBA)40-140 4.4 20.0
40.0 10010541.940.0µg/Ltert-Butyl formate (TBF)40-140 4.6 20.0
Page 12 of 17Date:09/08/2023 12:36 PM
Page 57 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37437QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37436
LCS-V37436 LCSD-V37436Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
21.7 10971.514.320.0µg/Ltert-Amyl Alcohol (TAA)40-140 41.1*20.0
40.2 10110642.340.0µg/Ltert-Amyl Methyl Ether (TAME)40-140 5.0 20.0
20.6 10310420.820.0µg/L1,1,1,2-Tetrachloroethane 70-130 0.9 20.0
19.9 99.510520.920.0µg/L1,1,2,2-Tetrachloroethane 70-130 4.9 20.0
19.8 99.010320.520.0µg/LTetrachloroethene 70-130 3.4 20.0
18.7 93.510120.220.0µg/LToluene 70-130 7.7 20.0
17.5 87.595.519.120.0µg/L1,2,3-Trichlorobenzene 70-130 8.7 20.0
18.3 91.597.019.420.0µg/L1,2,4-Trichlorobenzene 70-130 5.8 20.0
19.1 95.510420.720.0µg/L1,1,1-Trichloroethane 70-130 8.0 20.0
19.4 97.010220.420.0µg/L1,1,2-Trichloroethane 70-130 5.0 20.0
19.7 98.510420.820.0µg/LTrichloroethene 70-130 5.4 20.0
19.6 98.010721.420.0µg/LTrichlorofluoromethane 60-140 8.7 20.0
18.6 93.097.519.520.0µg/L1,2,3-Trichloropropane 70-130 4.7 20.0
19.4 97.010220.420.0µg/L1,2,4-Trimethylbenzene 70-130 5.0 20.0
19.2 96.010120.220.0µg/L1,3,5-Trimethylbenzene 70-130 5.0 20.0
19.0 95.010220.320.0µg/LVinyl Acetate 60-140 6.6 20.0
19.7 98.510420.720.0µg/LVinyl Chloride 60-140 4.9 20.0
19.4 97.099.019.820.0µg/Lo-Xylene 70-130 2.0 20.0
38.6 96.510240.840.0µg/Lm,p-Xylene 70-130 5.5 20.0
14.5 72.576.515.320.0µg/L3,3-Dimethyl-1-butanol 70-130 5.3 20.0
91.292.04-Bromofluorobenzene (S)70-130
99.0102Dibromofluoromethane (S)70-130
89.891.01,2-Dichloroethane - d4 (S)70-130
10098.6Toluene-d8 (S)70-130
Page 13 of 17* QC Fail Date:09/08/2023 12:36 PM
Page 58 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Volatile Organic Compounds - GC/MS
6200B
V37553QC Analytical Batch(es):
Analysis Method:
Analysis Description:
6200 PT
QC Prep:V37551
Associated Lab Samples: 93516
LRB-V37551 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
09/06/23 16:0310.01.80<1.80µg/LAcetone
09/06/23 16:035.000.710<0.710µg/LMethyl Ethyl Ketone (MEK)
09/06/23 16:030.5000.220<0.220µg/LToluene
09/06/23 16:034-Bromofluorobenzene (S)97.4 70-130
09/06/23 16:03Dibromofluoromethane (S)103 70-130
09/06/23 16:031,2-Dichloroethane - d4 (S)92.4 70-130
09/06/23 16:03Toluene-d8 (S)101 70-130
LCS-V37551 LCSD-V37551Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
33.4 83.575.730.340.0µg/LAcetone 40-160 9.7 20.0
17.9 89.589.017.820.0µg/LMethyl Ethyl Ketone (MEK)60-140 0.5 20.0
19.5 97.596.519.320.0µg/LToluene 70-130 1.0 20.0
92.093.84-Bromofluorobenzene (S)70-130
103102Dibromofluoromethane (S)70-130
91.090.81,2-Dichloroethane - d4 (S)70-130
10099.8Toluene-d8 (S)70-130
Page 14 of 17Date:09/08/2023 12:36 PM
Page 59 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
EDB and DBCP by Microextraction GC/ECD
EPA-504.1
V37326QC Analytical Batch(es):
Analysis Method:
Analysis Description:
EPA-504.1(PREP)
QC Prep:V37272
Associated Lab Samples: 93513, 93514, 93515, 93516
LRB-V37272 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLBlank
ResultUnits
08/31/23 10:360.0200< 0.0200µg/L1,2-Dibromoethane
LCS-V37272 LCSD-V37272Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
0.276 11099.60.2490.250µg/L1,2-Dibromoethane 70-130 10.2 20.0
V 93508-DUP-V37272Duplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
20.0 08/31/23 14:000.0< 0.0207< 0.0207µg/L1,2-Dibromoethane
V 93507-MS-V37272Matrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
0.254 97.60.260< 0.0208µg/L1,2-Dibromoethane 70-130
Page 15 of 17Date:09/08/2023 12:36 PM
Page 60 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Massachusetts VPH
MADEP-VPH
V37165QC Analytical Batch(es):
Analysis Method:
Analysis Description:
MAVPH (Prep)
QC Prep:V37164
Associated Lab Samples: 93513, 93514, 93515, 93516
LRB-V37164 Matrix: AQULab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
%
Recovery
% Rec
Limits
08/28/23 18:0650.011.5<11.5µg/LAliphatic C5-C8
08/28/23 18:0650.025.8<25.8µg/LAliphatic C9-C12
08/28/23 18:0650.04.02<4.02µg/LAromatic C9-C10
08/28/23 18:062,5-Dibromotoluene (FID) (S)86.4 70-130
08/28/23 18:062,5-Dibromotoluene (PID) (S)87.5 70-130
LCS-V37164 LCSD-V37164Laboratory Control Sample & LCSD
LCSD
ResultParameter Max
RPD
LCSD
% Rec
LCS
%Rec
LCS
Result
Spike
Conc.Units
% Rec
Limits RPD
298 99.399.3298300µg/LAliphatic C5-C8 70-130 0.0 50.0
339 113113338300µg/LAliphatic C9-C12 70-130 0.2 50.0
110 110111111100µg/LAromatic C9-C10 70-130 0.9 50.0
1091012,5-Dibromotoluene (FID) (S)70-130
97.393.02,5-Dibromotoluene (PID) (S)70-130
Page 16 of 17Date:09/08/2023 12:36 PM
Page 61 of 64
Quality Control Data
23-240-0003Report No:
Project Description:
Client ID:Geological Resources, Inc.
The Crossroads
QC Prep Batch Method:
Total Organic Carbon
SW-9060A
L703028QC Analytical Batch(es):
Analysis Method:
Analysis Description:
5310-C
QC Prep:L702247
Associated Lab Samples: 93518, 93519, 93520
LRB-L702247 Matrix: SOLLab Reagent Blank
Parameter
AnalyzedMQLMDLBlank
ResultUnits
09/06/23 11:1715090.0<90.0mg/KgTOC
LCS-L702247Laboratory Control Sample
Parameter
LCS %RecLCS
Result
Spike
Conc.Units
% Rec
Limits
118551467mg/KgTOC 70-130
V 93518-DUP-L702247Duplicate
Max RPD
Parameter
AnalyzedRPDDUP
Result
Result
Units
30.0 09/06/23 15:0416.0337396mg/KgTOC
V 93518-MS-L702247Matrix Spike
MS Result
Parameter
Max
RPD
MS
%Rec
MSD
Result
MSD
Spike
Conc.
MS Spike
Conc.ResultUnits
%Rec
Limits
722 72.0450396mg/KgTOC 70-130
Page 17 of 17Date:09/08/2023 12:36 PM
Page 62 of 64
Fed Ex
UPS
US Postal
Client
Lab
Courier
Other :
Shipment Receipt Form
Customer Number:
Customer Name:
Report Number:23-240-0003
Geological Resources, Inc.
00087
Shipping Method
Shipping container/cooler uncompromised?
Thermometer ID:IRT15 1.3C
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:08/28/2023 09:57:41
Special precautions or instructions included?
Comments:
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