NCG160217_2024 DMR_20240701

GR
Geological Resources, Inc.
July 1, 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— February 2024 (First Semi-Annual Period 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 February 12, 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 February 12, 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 February 2024 sampling results indicated that there were no detectable
concentrations of oil & grease in any of the five outfalls. Although detectable concentrations of TSS
were reported in the five outfalls,the levels were below the permit levels.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 July and September 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— February 2024 (First Semi-Annual Period 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: Luke Turner
Facility Name:Monroe Asphalt Plant Laboratory Name:Waypoint Analytical, Inc.
Facility County:Union Laboratory Cert. No.:402
Discharge during this period:❑Yes 0 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 Ill)?
A copy of this DMR has been uploaded electronically via https://edocs.deo.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 02/12/2024 02/12/2024 02/12/2024 02/12/2024 02/12/2024
46529 24-Hour Rainfall in inches 1.30" 1.30" 1.30" 1.30" 1.30"
C0530 TSS in mg/L(100 or 50*) 9.7 12.0 11.7 11.6 10.2
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) <2.0 <2.6 <2.6 <2.2 <2.2
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 100 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."
'GI
e....4r _ ��" 6/28/24
Signature of Permittee or Delegat
ed ut ri ed Individual Date
Email Address [e-mail] Phone Number(704) 840-7601

APPENDIX B
STORMWATER DISCHARGE OUTFALL QUALITATIVE MONITORING REPORT

Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-m ineral-land-permits/stormwater-permits/npdes-industrial-sw#tab-4
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 /
Facility Name: MONROE ASPHALT PLANT
County: UNION Phone No.
Inspector:
Date of Inspection: 0444e143262 2. - 1 Z. — t' 2 4
Time of Inspection: 875 9: 30 Am
n_ i)
Total Event Precipitation(inches): /, '()
All permits require qualitative monitoring to be performed during a"measurable storm event." 1
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
RegionalOffice. __.___..-.___...._�____ __...............__...._.._._
By this signature, I certify that this report is accurate an complete to the best of my knowledge:
,c4
(Signature of Permittee or Designee)
1. Outfall Description: S (`� fJ
Outfall No. I Structure(pipe, ditch, etc.): (� #
Receiving Stream: woes c,Yki
i Describe the industrial activities that occur within the outfall d•ainage area: P/ci v+
i 3-1vcA Q;le 1 (por-A
ti
Page 1 of 2
SWU-242,Last modified 07/28/2017

2. Color: Describe the color of the discharge using basic colors rown, lue,etc.)and tint
(red,
(light, medium, dark) as descriptors: i sc Vtik \j,roJV\ / irT,ird-t 9 CI to
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 I is clear
and 5 is very cloudy:
I 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:
63 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? 0 Yes Olo.
8. Is there an oil sheen in the stormwater discharge? 0Yes CO°.
9. Is there evidence of erosion or deposition at the outfall? 0 Yes (0 o.
10. Other Obvious Indicators of Stormwater Pollution:
List and describe C11(.--0 r''d Ii )4, j 6 I
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 07/28/2017

Environmental
Quullt�
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.gov/about/divisions/enerev-mineral-land-
reso urces/energy-mineral-land-perm its/stormwater-permits/npdes-industrial-sw#tab-4
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 /
Facility Name: MONROE ASPHALT PLANT
County: UNION Phone No.
Inspector:
Date of Inspection: n'"'� 4 2 2` 1 2-6, DJ
Time of Inspection: 9:00 AM 9 s 2—)O 44,M
Total Event Precipitation(inches): I • i W.KEGS
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 nd complete to the best of my knowledge:
J /
(Signature of Permittee or Designee)
1. Outfall Description: cc
Outfall No. 2 Structure(pipe, ditch, etc.): U :672"
Receiving Stream: S 4.w ly5 t....vn---e-`"
Describe the indus 1 activities that occur within the outfall drainage area: S- 1 trii 'T' v�lj Lbod e� �5 0te.2,.
Page 1 of 2
SWU-242,Last modified 07/28/2017

2. Color: Describe the color of the discharge using basic colors(red, brown, blue,etc.)and tint
(light, medium, dark)as descriptors: 'c' (
3. Odor: Describe any distinct odors that the discharge may have(i.e., smells strongly of oil,weak
chlorine odor,etc.): 1
tk
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I is no solids and 5 is the surface covered with floating solids:
I CP 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? 0 Yes 0 •.
z/9 fz
8. Is there an oil sheen in the stormwater discharge? OYe 0 No. V a ! L
9. Is there evidence of erosion or deposition at the outfall? 0 Yes o.
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 07/28/2017

IW
Environmental
nuallry
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.gov/about/divisions/energy-mineral-land-
resources/energy-m ineral-land-permits/stormwater-perm its/npdes-industrial-swkab-4
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 /
Facility Name: MONROE ASPHALT PLANT
County: UNION Phone No.
Inspector:
Date of Inspection: Z.' t Z 1 Li/I
Time of Inspection: 4 : < fi(r)
Total Event Precipitation(inches): l .'S 0 t 1/tc ,S
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 repo is accurate and complete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description: /i /l/
Outfall No. 3 Structure(pipe, ditch, etc.):
Receiving Stream: --�,Iti 445-. CV )�
Describe a industrial activities that occur within the outfall drainage area: S4-vdjcd
Page I of 2
SWU-242,Last modified 07/28/2017

2. Color: Describe the color of the discharge using basic colors •ed, brown, blue, etc. and tint
(light, medium, dark) as descriptors: \O
3. Odor: Describe any distinct odors that the discharge may have(i.e., smells strongly of oil,weak
chlorine odor,etc.): �v
4. Clarity: Choose the number which best describes the clarity of the discharge, where I is clear
and 5 is very cloudy:
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:
2 3 4 5
6. Suspended Solids: Choose the number which best describes the amount of suspended solids in
the stormwater discharge,where I is no solids and 5 is extremely muddy: t; '7$ Gee
3 4 5
7. Is there any foam in the stormwater discharge? 0 Yes c o.
8. Is there an oil sheen in the stormwater discharge? °Yes O N
9. Is there evidence of erosion or deposition at the outfall? (Des 0 No. 1 )1,4- 446k
'CrOgi'WV
10. Other Obvious Indicators of Stormwater Pollution:
List and describe
jE
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 07/28/2017
1

Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.gov/about/divisions/enerev-mineral-land-
resources/energy-m ineral-land-perm its/stormwater-permits/npdes-industrial-sw#tab-4
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 /
Facility Name: MONROE ASPHALT PLANT
County: UNION Phone No.
Inspector: `,�
Date of Inspection: "'"'wpm' ?�v L �v 2"1
Time of Inspection: 9' ((yy l"I : So jA wi
Total Event Precipitation(inches): J 1(IL1
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. _........—......_............._ I
By this signature, I certify that this report is accurat and complete to the best of my knowledge:
(Signature of Permittee or Designee
1. Outfall Description: / � ^ ^
Outfall No. 4 Structure(pipe,ditch,etc.): � I� r �
Receiving Stream: � (A) ) s"
Describe the industrial activities that occur within the outfall drainage area: ge-, V cif OVA,
1 of 2
SWU-242,Last modified 07/28/20I7

2. Color: Describe the color of the discharge using basic colors(red, brown, blue, etc.)and tint
(light, medium, dark)as descriptors: 4 if' (717
3. Odor: Describe any distinct odors that the discharge may have(i.e., smells strongly of oil, weak
chlorine odor, etc.):
}\)1
4. Clarity: Choose the number which best describes the clarity of the discharge, where 1 is clear
and 5 is very cloudy:
1 2 3 4 5
5. Floating Solids: Choose the number which best describes the amount of floating solids in the
stormwater discharge, where I 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 I is no solids and 5 is extremely muddy:
2 3 4 5
7. Is there any foam in the stormwater discharge? 0 Yes 0 o.
8. Is there an oil sheen in the stormwater discharge? ()Yes 0 .
9. Is there evidence of erosion or deposition at the outfall? 0 Yes 0 I .
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 07/28/20 t 7

Environmental
Quality
Stormwater Discharge Outfall (SDO)
Qualitative Monitoring Report
For guidance on filling out this form,please visit https://deq.nc.gov/about/divisions/enerev-mineral-land-
reso urces/energy-mineral-I and-permits/stormwater-permits/npdes-industrial-swkab-4
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 /
Facility Name: MONROE ASPHALT PLANT
County: UNION Phone No.
Inspector:Date of Inspection: (�.
7
- I Zt t
Time of Inspection: '94 1' 5 S1✓1
Total Event Precipitation(inches): 1,3 1 y, AL-6
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
a Regional Office.
By this signature, I certify that this report is accurate and co lete to the best of my knowledge:
(Signature of Permittee or Designee)
1. Outfall Description: ta-efiv\-/
Outfall No. 5 Structure(pipe,ditch, etc.): (
Receiving Stream: I C
Describe the industrial activities that occur within the outfall drainage area: „ra/�
00
Page 1 of 2
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2. Color: Describe the color of the discharge using basic colors(red, brown, blue, etc.)and tint
(light, medium, dark)as descriptors:
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 I 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 I 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 I is no solids and 5 is extremely muddy:
I 2 3 4 5
7. Is there any foam in the stormwater discharge? 0 Yes 0 o.
8. Is there an oil sheen in the stormwater discharge? 0Yes o.
9. Is there evidence of erosion or deposition at the outfall? 0 Yes 0 N..
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 07/28/2017

APPENDIX C
LABORATORY ANALYTICAL REPORT

w°
Waypoint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
2/19/2024
Geological Resources, Inc.
Eric Eubanks
3502 Hayes Road
Monroe, NC, 28110
Ref: Analytical Testing
Lab Report Number: 24-044-0002
Client Project Description: Monroe Asphalt
GRI #2433
Dear Eric Eubanks:
Waypoint Analytical, LLC (Charlotte) received sample(s) on 2/12/2024 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

w
VVáypoint 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 07/31/2024
North Carolina State Program 402 12/31/2024
South Carolina State Program 99012 07/31/2024
South Carolina State Program 99012 12/31/2023
Page 1 of 1 00016/24-044-0002
Page 2 of 14

wo
VVa'ypoint r 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Sample Summary Table
Report Number: 24-044-0002
Client Project Description: Monroe Asphalt
GRI #2433
Lab No Client Sample ID Matrix Date Collected Date Received
96568 SDO-1 Aqueous 02/12/2024 10:15 02/12/2024 16:57
96569 SDO-2 Aqueous 02/12/2024 10:20 02/12/2024 16:57
96570 SDO-3 Aqueous 02/12/2024 10:30 02/12/2024 16:57
96571 SDO-4 Aqueous 02/12/2024 10:40 02/12/2024 16:57
96572 SDO-5 Aqueous 02/12/2024 10:50 02/12/2024 16:57
Page 3 of 14

wo
YY
I\(aioint 449 Springbrook Rd, Charlotte, NC 28217
Main 704.529.6364
ANALYTICAL www.waypointanalytical.com
Summary of Detected Analytes
Project: Monroe Asphalt
Report Number: 24-044-0002
Client Sample ID Lab Sample ID
Method Parameters Result Units Report Limit Analyzed Qualifiers
SDO-1 V 96568
2540D-2015 Total Suspended Solids 9.7 mg/L 1.0 02/15/2024 11:07
SDO-2 V 96569
2540D-2015 Total Suspended Solids 12.0 mg/L 0.8 02/15/2024 11:07
SDO-3 V 96570
2540D-2015 Total Suspended Solids 11.7 mg/L 0.7 02/15/2024 11:07
SDO-4 V 96571
2540D-2015 Total Suspended Solids 11.6 mg/L 0.8 02/15/2024 11:07
SDO-5 V 96572
2540D-2015 Total Suspended Solids 10.2 mg/L 1.0 02/15/2024 11:07
Page 4 of 14

w°
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: 24-044-0002
Date: 2/16/2024
Oil and Grease -TPH Method 1664B-SGT
Sample 96568 (SDO-1)
QC Batch No: V43541
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.
Sample 96569 (SDO-2)
QC Batch No: V43541
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.
Sample 96570 (SDO-3)
QC Batch No: V43541
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.
Sample 96571 (SDO-4)
QC Batch No: V43541
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.
Sample 96572 (SDO-5)
QC Batch No: V43541
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

o
\t%ypoint 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 : 02/19/2024
3502 Hayes Road Information : GRI#2433 Received :02/12/2024
Monroe, NC 28110
Report Number :24-044-0002 REPORT OF ANALYSIS Danyale Love
Project Manager
Lab No : 96568 Matrix: Aqueous
Sample ID :SDO-1 Sampled: 2/12/2024 10:15
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material <2.0 mg/L 2.0 5.3 1 02/14/24 09:32 GOB 1664B-SGT
Total Suspended Solids 9.7 mg/L 1.0 3.7 1 02/15/24 11:07 JMD 2540D-2015
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 6 of 14

o
\t%ypoint 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 : 02/19/2024
3502 Hayes Road Information : GRI#2433 Received :02/12/2024
Monroe, NC 28110
Report Number :24-044-0002 REPORT OF ANALYSIS Danyale Love
Project Manager
Lab No : 96569 Matrix: Aqueous
Sample ID :SDO-2 Sampled: 2/12/2024 10:20
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 02/14/24 09:32 GOB 1664B-SGT
Total Suspended Solids 12.0 mg/L 0.8 3.0 1 02/15/24 11:07 JMD 2540D-2015
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 7 of 14

o
\t%ypoint 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 : 02/19/2024
3502 Hayes Road Information : GRI#2433 Received :02/12/2024
Monroe, NC 28110
Report Number :24-044-0002 REPORT OF ANALYSIS Danyale Love
Project Manager
Lab No : 96570 Matrix: Aqueous
Sample ID :SDO-3 Sampled: 2/12/2024 10:30
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 02/14/24 09:32 GOB 1664B-SGT
Total Suspended Solids 11.7 mg/L 0.7 2.8 1 02/15/24 11:07 JMD 2540D-2015
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 8 of 14

wO
WaypO�nI■ ■t. 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 : 02/19/2024
3502 Hayes Road Information : GRI#2433 Received :02/12/2024
Monroe, NC 28110
0 0"1.6(64Z 0-)J-Q-
Report Number :24-044-0002 REPORT OF ANALYSIS Danyale Love
Project Manager
Lab No : 96571 Matrix: Aqueous
Sample ID :SDO-4 Sampled: 2/12/2024 10:40
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material <2.2 mg/L 2.2 5.9 1 02/14/24 09:32 GOB 1664B-SGT
Total Suspended Solids 11.6 mg/L 0.8 2.9 1 02/15/24 11:07 JMD 2540D-2015
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 9 of 14

o
\t%ypoint 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 : 02/19/2024
3502 Hayes Road Information : GRI#2433 Received :02/12/2024
Monroe, NC 28110
Report Number :24-044-0002 REPORT OF ANALYSIS Danyale Love
Project Manager
Lab No : 96572 Matrix: Aqueous
Sample ID :SDO-5 Sampled: 2/12/2024 10:50
Test Results Units MDL MQL DF Date/Time By Analytical
Analyzed Method
SGT HEM: Non-Polar Material <2.2 mg/L 2.2 5.9 1 02/14/24 09:32 GOB 1664B-SGT
Total Suspended Solids 10.2 mg/L 1.0 3.7 1 02/15/24 11:07 JMD 2540D-2015
Qualifiers/ DF Dilution Factor MQL Method Quantitation Limit
Definitions
Page 10 of 14

o
\fv'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: 24-044-0002
QC Analytical Batch: V43541
Analysis Method: 1664B-SGT
Analysis Description: Oil and Grease-TPH
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 96568, 96569, 96570, 96571, 96572
Blank MDL MQL Analyzed
Parameter Units Result
SGT HEM: Non-Polar Material mg/L <1.9 1.9 5.0 02/14/24 09:32
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 13.9 70.0 02/14/24 09:32 64-132
Date: 02/16/2024 05:00 PM Page 1 of 2
Page 11 of 14

o
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: 24-044-0002
QC Analytical Batch: V43607
Analysis Method: 2540D-2015
Analysis Description: Total Suspended Solids
Lab Reagent Blank LRB Matrix: AQU
Associated Lab Samples: 96568, 96569, 96570, 96571, 96572
Blank MDL MQL Analyzed
Parameter Units Result
Total Suspended Solids mg/L <0.7 0.7 2.5 02/15/24 11:07
Laboratory Control Sample LCS
Spike LCS LCS%Rec %Rec
Parameter Units Conc. Result Limits
Total Suspended Solids mg/L 477 462 97.0 90-110
Duplicate V 96347-DUP
Result DUP RPD Max RPD Analyzed
Parameter Units Result
Total Suspended Solids mg/L 396 372 6.2 10.0 02/15/24 11:07
Date: 02/16/2024 05:00 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: 24-044-0002
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
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: 02/13/2024 09:46:21
Page 13 of 14

Client Name/Address Client Project Manager/Contact Billing Information For Laboratory Use Only.::
GRI ANIPIMISINW Same
Cust #87 {:1- L Ct„60ta
Project Description Project/Site Location(City/State) RUSH-Additional charges apply Method of Shipment Matrix Key
Monroe Asphalt Special Detection Limit(s) n Fed Ex RUPS �USPS WW -Wastewater GW-Groundwater
— Date Results Needed Courier Client Drop Off DW-Drinking Water S-Soil/Solid 0-Oil
P-Product M-Mist
Other
Project Number Project Manager Phone# Project Manager Email Purchase Order Number Site/Facility ID#
GRI #2433 704-845-4010 [e-mail] GRI #2433
N - A Cool<16C Na25203(Micro Only)
y 8 Cool<=6C
Waypoint C None pH<2
«a Y n D None Required
ANALYTICAL o o (9 E NaOH pH>10
449 Spnngbrook Road Unless noted,all containers per V y u ") ^��.// F HNO3 pH<2
Charlotte,NC 28217 Table II of 40 CFR Part 136 0 S o W G HCL pH<2
Phone [phone] D x H H3PO4 pH<2
Fax: 704-525,0409 E io : F" 0 I Cool<=6C NA25203
Date Time Sample Identification Z Required Analysis/Preservative Comments/Notes
z(talr i 10i6 5E C) \ S S G x h
1/(Lla7 10).CC 51;)O " ; Gin; & V >c ,`
- 0
2/I2,b4 to 3c, S pc - 3 } G G k 1c H
211thq io 0 S 0 0 - Al .1 ()% C0-1
X . X _ CO
I1��1I�III I;NitI lit 11I 11IIii 11 111I1i I�i�1III _ilT�'� Jj1-�c
3eoiouical Resources III, - -
iiMonroe Asphalt
I
For Laboratory Use Only Sampled by(Name-Print) Client Remarks/Comments
Ice Custody Lab Comments r /, �+
Seals (�1(�. l LYr
N Relinquished by:(SIGNATURE) AlDate Time Re ed b A RE Date Time
r/� �n A"--- Zi It/Al II35 C OY �� 21'LirAti 3,5-5
Btanlj/Cooler Temp Relinquished by:(SIGNATURE) Date Time Received by: SIGNATURE) Date Time
O/A�"�•/f2 3 Relin ed by:(SIGNATUR Date Time Received by:(SI ATURE)/ Dye Time ,