NCG160217_2024 DMR_20241030

GR
Geological Resources, Inc.
October 30, 2024
Ms. Lily Kay
Land Quality Division
Division of Energy, Mineral, and Land Resources
North Carolina Department of Environmental Quality
Mooresville Regional Office
610 E. Center Ave. Suite 301
Mooresville, North Carolina 28115
RE: Discharge Monitoring Report—September 2024 (Third Quarter of 2024)
Monroe Asphalt Plant
2318 Concord Highway
Monroe, Union County, North Carolina
General Permit Number NCG160000
Certificate of Coverage No: NCG160217
GRI No. 2433
Dear Ms. Kay:
On behalf of Boggs Materials, Inc. (Boggs), please find attached results of stormwater outfall
sampling that was conducted on September 16, 2024, for the Monroe Asphalt Plant facility in
Monroe, Union County, North Carolina. Water samples were collected from the outfalls SDO-1
through SDO-5 by Boggs personnel on September 16, 2024, in accordance with the SWPPP and
sampling requirements of the permit. Water samples were analyzed for total suspended solids (TSS)
and non-polar oil &grease. The September 2024 sampling results indicated that there were no oil &
grease benchmark exceedances in any of the sampled five outfalls. The concentrations of TSS in
SDO-1, SDO-2, SDO-3, and SDO-5 exceeded the permit levels. According to Boggs personnel, this
exceedance of permitted levels for TSS was likely due to recent vegetation clearing activities in the
immediate vicinity of each pond and respective outfall which may have disturbed soils in each area.
The Stormwater Discharge Outfall Monitoring Report is included in Appendix A, the Stormwater
Discharge Outfall Qualitative Monitoring Report is included in Appendix B, and a complete laboratory
analytical report is included as Appendix C.
The next sampling event is scheduled to be conducted between October and December of 2024
during a representative rainfall event. Please do not hesitate to contact me at [phone] if
you have any questions or comments.
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]

Discharge Monitoring Report—September 2024 (Third Quarter of 2024)
Monroe Asphalt Plant
Monroe, Union County, North Carolina
Certificate of Coverage No: NCG160217
Page 2 of 2
Sincerely,
Eric M. Eubanks, P.G.
Project Manager
cc: Jacob Sanders, Boggs Materials, Inc./Contractors Management Services
Division of Water Resources Central Files, NCDEQ, 1617 Mail Service Center, Raleigh, NC
27699-1617
file
enclosures
3502 Hayes Road • Monroe, North Carolina 28110
113 West Firetower Road, Suite G • Winterville, North Carolina 28590
Phone [phone] • [phone] • Fax [phone]

APPENDICES

APPENDIX A
STORMWATER DISCHARGE OUTFALL MONITORING REPORT

NCDEQ Division of Energy, Mineral and Land Resources
Stormwater Discharge Monitoring Report(DMR) Form for NCG160000
Asphalt Paving Mixtures and Blocks
Click here for instructions
Complete,sign,scan and submit the DMR via the Stormwater NPDES Permit Data Monitoring Report(DMR) Upload form within
30 days of receiving sampling results. Mail the original,signed hard copy of the DMR to the appropriate DEMLR Regional Office.
Certificate of Coverage No. NCG160217 Person Collecting Samples: Evan Rape
Facility Name: Monroe Asphalt Plant Laboratory Name:Waypoint Analytical, Inc.
Facility County: Union Laboratory Cert. No.:402 _
Discharge during this period:❑✓ Yes ❑ No (if no,skip to signature and date)
Has your facility implemented mandatory Tier response actions this sample period for any benchmark exceedances?❑Yes ❑✓ No
If so,which Tier(I, II,or III)?
A copy of this DMR has been uploaded electronically via .ips://edocs.deq.nc.gov/Forms/SW-DMR ❑Yes ❑✓ No
Date Uploaded:
Analytical Monitoring Requirements for Outfalls with Industrial Activities—Benchmarks in Red)
Parameter Parameter Outfall SDO-1 Outfall SDO-2 Outfall SDO-3 Outfall SDO-4 Outfall SDO-5
Code
N/A Receiving Stream Class Class C Class C Class C Class C Class C
N/A Date Sample Collected MM/DD/YYYY Q9/16/2024 09/16/2024 09/16/2024 09/16/2024 09/16/2024
46529 24-Hour Rainfall in inches 3.42" 3.42" 3.42" 3.42" 3.42"
C0530 TSS in mg/L [100 or 50*) 538 782 680 30.7 867
Additional parameters for outfalls in drainage areas that use>55 gallons per month of new hydraulic oil on average
00552 Non-Polar Oil&Grease in mg/L(15) 4.1 J 12.7 14.7 <2.5 <2.6
NCOIL Estimated New Motor/Hydraulic Oil
Usage in gal/month
Outfalls to Outstanding Resource Waters(ORW),High Quality Waters(HQW),Trout Waters(Tr)and Primary Nursery Areas(PNA)
have a benchmark TSS limit of 50 mg/L.All other water classifications have a benchmark of ,mg/L
Notes(optional):
"I certify by my signature below,under penalty of law,that this document and all attachments were prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted.Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information
submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are significant penalties for submitting
false information,including the possibility of fines and imprisonment for knowing violations."
V- 9-2
Signature of Permittee or Delega Authorized Individual Date
Email Address [e-mail] Phone Number(704) 840-7601

APPENDIX B
STORMWATER DISCHARGE OUTFALL QUALITATIVE MONITORING REPORT

Fib v%<<�:.�rrr rrai
ire.' .*
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.goy/about/divisions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/,G/1 /6/ 0/ 0/ 0/ 0/ or Certificate of Coverage No.: N/C/G/ 1 /6/ 0/2/1 / 7/
Faci l ity Name: Monroe Asphalt Plant
County: Union Phone No. 70 4-221 C757 _
Inspector: Edai K� -
Date of Inspection: 9— (G-- 24/
Time of Inspection: :5 :so ifM
Total Event Precipitation (inches): .3o1i a'
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee Or Designee)
1. Outfall Description:
Outfall No. SDO-5 Structure (pipe, ditch, etc.): Oct- //
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area: S sc.,. 54n1
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SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge usi g basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Brawn / 1 eyri-
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): NM-
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
0 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating sol ids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
2 3 4 5
7. Is there any foam in the stormwater discharge? c Yes No.
8. Is there an oil sheen in the stormwater discharge? o.Yes No,
9. Is there evidence of erosion or deposition at the outfal I? c.?Yes No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 06/01/2018

E'f y::.way?f 3�t'idf
Qit.•,'.,,.v
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.goy/about/divisions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/G/1 /6 401 o/, o/ o/ or Certificate of Coverage No.: N/C/G/ 1 /.6/, 0/2 / 1 / 7/
Facility Name: Monroe Asphalt Plant
County: Union Phone No. 7011-ZZ(—G7s`7
Inspector: Evan 1Qgc
Date of Inspection: 9- - 24_
Time of Inspection: S:55- PM
Total Event Precipitation (inches): 3•LI 1(
All permits require qualitative monitoring to be performed during a "measurable stone event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. SDO-4 Structure (pipe, ditch, etc.) Oc.c 4II
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area: -//r S6s'e-
Page 1 of 2
SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: 13rawn / I 9
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): /1/l4
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
01 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
a 2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy
y 2 3 4 5
7. Is there any foam in the stormwater discharge? Q Yes . No.
8. Is there an oil sheen in the stormwater discharge? c.Yes A No.
9. Is there evidence of erosion or deposition at the outfall? Yesr.. No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
• Page 2 of 2
SWU-242,Last modified 06/01/2018

1114
s r
8i '7'i:Yt:rnen tai
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visithttps://deq.nc.govlabout/divisionslenergy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/,G/i /6/ 0% o/ 0/ o/ or Certificate of Coverage No.: N/C/G/.1 /6/, 0/2/1 / 7/
Facility Name: Monroe Asphalt Plant
County: Union Phone No. 70y - 221- ZS7
Inspector: [vim, +QQ�
Date of Inspection: g- 1 G- 24
Time of Inspection: ,�i; 1jQ PM
Total Event Precipitation (inches): 30
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. SDO-3 Structure (pipe, ditch, etc.): akat-41)
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area: S#or1c 1
Tor J-4onG
Page 1 of 2
SWU-242,Last modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: Rrovn / 1 iglif'
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.):
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 3 4 5
7. Is there any foam in the stormwater discharge? co Yes No.
8. Is there an oil sheen in the stormwater discharge? Yes ,*No.
9. Is there evidence of erosion or deposition at the outfal I? Q Yes No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 06/01/2018

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visithttps://deq.nc.gov/about/di.visions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/,G/1 /6 10101 o101 or Certificate of Coverage No,: N/C/G/, 1 16/ 0/2 /1 1 71
Facility Name: Monroe Asphalt Plant
County: Union Phone No. __-221 -C7SS7
Inspector: Evan !Qq/C
Date of Inspection: g- I L - 2.(1
Time of Inspection: 25"
Total Event Precipitation (inches): 3.Lf
All permits require qualitative monitoring to be performed during a "measurable storm event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior, The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No. sOo-2 Structure (pipe, ditch, etc.): °LA l
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area: 4 a- 5 ,
Page 1 of 2
SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge using basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: gown / /)7cdiuen
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): N/A
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 0 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 2 0 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 Q 4 5
7. Is there any foam in the stormwater discharge? p.Yes + No.
8. Is there an oil sheen in the stormwater discharge? :cYes 40 No.
9. Is there evidence of erosion or deposition at the outfal I? Q Yes Of No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen,or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 06/01/2018

Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.goy/about/divisions/energy-mineral-land-resources/
npdes-stormwater-gps
Permit No.: N/C/G/1 /6 404 040401 or Certificate of Coverage No.: N/C/G/ 1 /6/ 0/2/1 /, 7/
Facility Name: Monroe Asphalt Plant
County: Union Phone No. 704-22 I- 67S 7
Inspector: EVnvi Aft-
Date of Inspection: 4" 14- 21I
Time of Inspection: $ :ZO PM
Total Event Precipitation (inches): 3.
All permits require qualitative monitoring to be performed during a "measurable stone event."
A "measurable storm event" is a storm event that results in an actual discharge from the permitted site
outfall. The previous measurable storm event must have been at least 72 hours prior. The 72-hour storm
interval does not apply if the permittee is able to document that a shorter interval is representative for
local storm events during the sampling period, and the permittee obtains approval from the local DEMLR
Regional Office.
By this signature, I certify that this report is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description:
Outfall No, SDO-1 Structure (pipe, ditch, etc.): Oet+-14
Receiving Stream:
Describe the industrial activities that occur within the outfall drainage area:
Page 1 of 2
SWU-242, Last modified 06/01/2018

2. Color: Describe the color of the discharge u ing basic colors (red, brown, blue, etc.) and tint
(light, medium, dark) as descriptors: brawn meet!wn
3. Odor: Describe any distinct odors that the discharge may have (i.e., smells strongly of oil, weak
chlorine odor, etc.): Ni 4
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where 1 is no solids and 5 is the surface covered with floating solids:
1 2 n 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge, where 1 is no solids and 5 is extremely muddy:
1 2 4 5
7. Is there any foam in the stormwater discharge? a Yes No.
8. Is there an oil sheen in the stormwater discharge? caYes y4 No,
9. Is there evidence of erosion or deposition at the outfal I? o Yes No.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
Note: Low clarity, high solids, and/or the presence of foam, oil sheen, or erosion/deposition may be
indicative of pollutant exposure. These conditions warrant further investigation.
Page 2 of 2
SWU-242, Last modified 06/O1/2018

APPENDIX C
LABORATORY ANALYTICAL REPORT

w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
9/25/2024
Geological Resources, Inc.
Eric Eubanks
3502 Hayes Road
Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 24-262-0006
Client Project Description: Monroe Asphalt
GRI #2433
Monroe, NC
Dear Eric Eubanks:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 9/17/2024 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
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.
Page 1 of 14

wo
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Certification Summary
Laboratory ID: WP CNC: Waypoint Analytical Carolina, Inc. (C), Charlotte, NC
State Program Lab ID Expiration Date
North Carolina State Program 37735 07/31/2025
North Carolina State Program 402 12/31/2024
South Carolina State Program 99012 07/31/2025
South Carolina State Program 99012 12/31/2024
Page 1 of 1 00016/24-262-0006
Page 2 of 14

wo
Vtlaypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 24-262-0006
Client Project Description: Monroe Asphalt
GRI #2433
Monroe, NC
Lab No Client Sample ID Matrix Date Collected Date Received
92049 SDO- 1 Aqueous 09/16/2024 17:20 09/17/2024 15:52
92050 SDO-2 Aqueous 09/16/2024 17:25 09/17/2024 15:52
92051 SDO-3 Aqueous 09/16/2024 17:40 09/17/2024 15:52
92052 SDO-4 Aqueous 09/16/2024 17:45 09/17/2024 15:52
92053 SDO-5 Aqueous 09/16/2024 17:50 09/17/2024 15:52
Page 3 of 14

`AO
Waypo•n yV
i■ ■t,: 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: Monroe Asphalt
Report Number: 24-262-0006
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
SDO- 1 V 92049
1664B-SGT SGT HEM:Non-Polar Material 4.1 mq/L 2.1 09/23/2024 11:22 J
2540D-2015 Total Suspended Solids 538 mq/L 9.0 09/20/2024 12:47
SDO-2 V 92050
1664B-SGT SGT HEM:Non-Polar Material 12.7 mq/L 2.3 09/23/2024 11:22
2540D-2015 Total Suspended Solids 782 mq/L 10.0 09/20/2024 12:47
SDO-3 V 92051
1664B-SGT SGT HEM:Non-Polar Material 14.7 mq/L 2.4 09/23/2024 11:22
2540D-2015 Total Suspended Solids 680 mq/L 10.0 09/20/2024 12:47
SDO-4 V 92052
2540D-2015 Total Suspended Solids 30.7 mq/L 1.2 09/20/2024 12:47
SDO-5 V 92053
2540D-2015 Total Suspended Solids 867 mq/L 5.0 09/20/2024 12:47
Page 4 of 14

Waypoint. 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Client: Geological Resources, Inc. CASE NARRATIVE
Project: Monroe Asphalt
Lab Report Number: 24-262-0006
Date: 9/24/2024
Oil and Grease -TPH Method 1664B-SGT
Sample 92052 (SDO-4)
QC Batch No: V52308
The result for the total Oil and Grease (HEM) analysis was less than the detection limit, meaning the SGT-HEM
portion of the analysis is not required. All quality control associated with the total Oil and Grease procedure met
the acceptance criteria.
Page 5 of 14

wo
\,%ypo I lit 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00087
Geological Resources,Inc. Project Monroe Asphalt
Eric Eubanks Report Date : 09/25/2024
3502 Hayes Road Information : GRI#2433 Received : 09/17/2024
Monroe, NC 28110 Monroe, NC
Report Number :24-262-0006 REPORT OF ANALYSIS
Lab No : 92049 Matrix: Aqueous
Sample ID :SDO- 1 Sampled: 9/16/2024 17:20
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material 4.11 mg/L 2.1 5.6 1 09/23/24 11:22 GOB 1664B-SGT
Total Suspended Solids 538 mg/L 9.0 45.4 1 09/20/24 12:47 GOB 2540D-2015
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 6 of 14

wo
\,%ypo I lit 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00087
Geological Resources,Inc. Project Monroe Asphalt
Eric Eubanks Report Date : 09/25/2024
3502 Hayes Road Information : GRI#2433 Received : 09/17/2024
Monroe, NC 28110 Monroe, NC
Report Number :24-262-0006 REPORT OF ANALYSIS
Lab No : 92050 Matrix: Aqueous
Sample ID :SDO-2 Sampled: 9/16/2024 17:25
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material 12.7 mg/L 2.3 6.3 1 09/23/24 11:22 GOB 1664B-SGT
Total Suspended Solids 782 mg/L 10.0 50.0 1 09/20/24 12:47 GOB 2540D-2015
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 7 of 14

wo
\,%ypo I lit 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00087
Geological Resources,Inc. Project Monroe Asphalt
Eric Eubanks Report Date : 09/25/2024
3502 Hayes Road Information : GRI#2433 Received : 09/17/2024
Monroe, NC 28110 Monroe, NC
Report Number :24-262-0006 REPORT OF ANALYSIS
Lab No : 92051 Matrix: Aqueous
Sample ID :SDO-3 Sampled: 9/16/2024 17:40
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material 14.7 mg/L 2.4 6.4 1 09/23/24 11:22 GOB 1664B-SGT
Total Suspended Solids 680 mg/L 10.0 50.0 1 09/20/24 12:47 GOB 2540D-2015
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 8 of 14

wo
\,%ypo I lit 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00087
Geological Resources,Inc. Project Monroe Asphalt
Eric Eubanks Report Date : 09/25/2024
3502 Hayes Road Information : GRI#2433 Received : 09/17/2024
Monroe, NC 28110 Monroe, NC
Report Number :24-262-0006 REPORT OF ANALYSIS
Lab No : 92052 Matrix: Aqueous
Sample ID :SDO-4 Sampled: 9/16/2024 17:45
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material <2.5 mg/L 2.5 6.6 1 09/23/24 11:22 GOB 1664B-SGT
Total Suspended Solids 30.7 mg/L 1.2 6.2 1 09/20/24 12:47 GOB 2540D-2015
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 9 of 14

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\,%ypo I lit 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
00087
Geological Resources,Inc. Project Monroe Asphalt
Eric Eubanks Report Date : 09/25/2024
3502 Hayes Road Information : GRI#2433 Received : 09/17/2024
Monroe, NC 28110 Monroe, NC
Report Number :24-262-0006 REPORT OF ANALYSIS
Lab No : 92053 Matrix: Aqueous
Sample ID :SDO-5 Sampled: 9/16/2024 17:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material <2.6 mg/L 2.6 6.9 1 09/23/24 11:22 GOB 1664B-SGT
Total Suspended Solids 867 mg/L 5.0 25.0 1 09/20/24 12:47 GOB 2540D-2015
Qualifiers/ DF Dilution Factor J Estimated value
Definitions MQL Method Quantitation Limit
Page 10 of 14

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\#Vaypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Geological Resources,Inc.
Project Description: Monroe Asphalt
Report No: 24-262-0006
QC Analytical Batch: V52308
Analysis Method: 1664B-SGT
Analysis Description: Oil and Grease-TPH
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92049, 92050, 92051, 92052, 92053
Blank MDL MQL Analyzed
Parameter Units Result
SGT HEM: Non-Polar Material mg/L <1.9 1.9 5.0 09/23/24 11:22
Ongoing Precision and Recovery OPR
Spike OPR % Analyzed %Rec Qualifie
Parameter Units Conc. Result Recovery Limits
SGT HEM: Non-Polar Material mg/L 20.0 23.3 117 09/23/24 11:22 64-132
Date: 09/25/2024 05:56 PM Page 1 of 2
Page 11 of 14

vv
V'/aypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Quality Control Data
Client ID: Geological Resources,Inc.
Project Description: Monroe Asphalt
Report No: 24-262-0006
QC Analytical Batch: V52248
Analysis Method: 2540D-2015
Analysis Description: Total Suspended Solids
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 92049, 92050, 92051, 92052, 92053
Blank MDL MQL Analyzed
Parameter Units Result
Total Suspended Solids mg/L <0.5 0.5 2.5 09/20/24 12:47
Laboratory Control Sample LCS
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Total Suspended Solids mg/L 477 500 105 90-110
Duplicate V 92271-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Total Suspended Solids mg/L 1220 1290 5.5 10.0 09/20/24 12:47
Date: 09/25/2024 05:56 PM Page 2 of 2
Page 12 of 14

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•
Wapoint 449 Springbrook Rd,Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Shipment Receipt Form
Customer Number:00087
Customer Name: Geological Resources, Inc.
Report Number: 24-262-0006
Shipping Method
O Fed Ex 0 US Postal 0 Lab 0 Other :
0 UPS 0 Client 0 Courier Thermometer ID: IRT15 2.5C
Shipping container/cooler uncompromised? # Yes 0 No
Number of coolers/boxes received 1
Custody seals intact on shipping container/cooler? 0 Yes 0 No 0 Not Present
Custody seals intact on sample bottles? 0 Yes 0 No 0 Not Present
Chain of Custody (COC) present? 0 Yes 0 No
COC agrees with sample label(s)? 0 Yes 0 No
COC properly completed 0 Yes 0 No
Samples in proper containers? 0 Yes 0 No
Sample containers intact? 0 Yes 0 No
Sufficient sample volume for indicated test(s)? 0 Yes 0 No
All samples received within holding time? 0 Yes 0 No
Cooler temperature in compliance? 0 Yes 0 No 0 Not Present
Cooler/Samples arrived at the laboratory on ice. 0 Yes 0 No
Samples were considered acceptable as cooling
process had begun.
Water- Sample containers properly preserved 0 Yes 0 No 0 N/A
Water- VOA vials free of headspace 0 Yes 0 No 0 N/A
Trip Blanks received with VOAs 0 Yes 0 No 0 N/A
Soil VOA method 5035—compliance criteria met 0 Yes 0 No 0 N/A
High concentration container (48 hr) Low concentration EnCore samplers (48 hr)
High concentration pre-weighed (methanol -14 d) Low conc pre-weighed vials (Sod Bis -14 d)
Special precautions or instructions included? 0 Yes 0 No
Comments:
Signature: Angelo Norvell Date &Time: 09/18/2024 10:15:13
Page 13 of 14

Page of
Client Name/Address Client Project Manager/Contact Billing Information For Laboratory Use Only
GRI Jee hey Same
Oust #87 Eric.. t.„tl kS
Project Description Project/Site Location(City/State) e RUSH-Additional charges apply Method of Shipment Matrix Key
Special Detection Limit(s) El Fed Ex OUSPSWW -Wastewater GW-Groundwater
Monroe Asphalt (� Date Results Needed CourierPUPS
Client Drop Off DW-Drinking Water S-Soil/Solid 0-Oil
11( 11 e- K c P-Product M-Mist 5 sL_,y�
Other U../C/'Af
Project Number Project Manager Phone t! Project Manager Email Purchase Order Number Site/Facility ID p TT
GRI #2433 704-845-4010 er``a`''`' v `"`"'i' GRI #2433 N c;t TF
® N - A Cool< 6C Na25203(Micro Only)
Y B Cool<=6C
Waypoint C None Required
ANALYTICAL o 2 o CO• � E NaOH pH>30
449 5 rin brook Road V .IL •_ V/ v F HNO3 pH<2
P , Unless noted,all containers per `a 61 '^ O G HCL pH<2
Charlotte,NC 28217 Table II of 40 CFR Part 136 a c.1
`o �/J H H3PO4 pH<2
Phone- 704-529-6364 a x a
Fax: [phone] E 10 O I Cool<=6C NA25203
f0
Date Time Sample Identification Required Analysis/Preservative Comments/Notes
7/11 44.4.2 ':z° 5 - / 5W ` X III111111III 11111111111.1.111111 1u111 II 42o2
I , 0008�-M- ----"-- - 0
9l(t 4/1l >:L5 !�0 2- St" 6- �( Geolouical Resources ,id, p ,� :`
4
��"�� MonroeAsphalt
9�16 /f7 S;yG Sv0 3 3 SW �" }� o
4 i
1/4 9/0 y :79 5i)9 —, 3 S� , k ?t ..
4f/6 �,Y r �- nc N\oT Pi\c.51 e
I:
For Laboratory Use Only Sampled by(Name-Print) Client Remarks/Comments
Ic6e Custody Lab Comments
Seals L- VQ,�1
N a
`I �l Relinquished by: SIGNATUR Date Time Receiv by:(SIGNATUfE-.,�j Date Time
9/j, 7:s) f 9li izy 09 35-
Blank/Cooler Temp Relintsished by:(SIGN ) Date Time Received by:(SIGNATURE) Date Time
/ by:' L Re oqulshed by:(SIGNATURE) Date TimeIs: i'Rece'
(SIGNATURE) i Date Time