NCG030695_MONITORING REPORT_20210719

July 14, 2021
Division of Energy Mineral and Land Resources
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Central Files:
}
P.O. Box 5030
2020 Asheraft Avenue
Monroe, NC 28111-5030
Phone: [phone]
Fax: [phone]
Email:
Attached, please find stormwater monitoring data for Permit No NCG030695. The originals and
one copy are included. The monitoring data is for the following monitoring schedule:
Monitoring,
Period
Sample
Number
Start
End
Year 3 - Period 1
0
January 1, 2021
June 30, 2021
Analytical monitoring includes:
• Outfall #01: No Flow
• Outfall #02: Under Construction
• Outfall #03: No Flow
If you have any questions or need additional information, please contact me at 704-289-4511
x3800. Thank you.
Sincerely,
Mike McManus
EHS Coordinator

-ATI
Specialty ratertaIs
Ail (Allvac) ® Bakers Campus (BPO & EIGA)
Stormwater Monitoring Report Form
Sample Date: �O�t^3 P�t,Dl
Sample Time:
Sample Location:
Stormwater Discharge Outfall # 01
Drainage Area= 1,809,000 sq. ft. = 25 Acres
Impervious= 30%
Person Collecting Samples:
Laboratory Performing Analysis:
Analytical Techniques and Methods:
40 CFR Part 136
Results of Sample Analysis:
Parameter
Results (mg/1)
Benchmark Values (mg/1)
pH
(std units)
6-9
TSS
O
100
Copper, Total Recoverable/a
0.010
Lead, Total
0.075
Zinc, Total Recoverable
®
0.126
Non -Polar Oil & Grease/TPH
/
15
Temperature
Deg. Celsius
Storm Date: Storm Duration: (Hrs.) Inches of Rainfall:
Duration of time preceding rain event exceeding 0.1": (Hrs.)
Estimated Flow Calculation:
Q=CIA
Q (Total) = Q (Pervious Area) + Q (Impervious Area)
Q (Tot., cfs) = (.4 x inches rain/12 inches/ft. x 25 acres x .70) + (.9 x inches rain/12 inches/ft. x 25 x .30)
Q (Total, cfs) = 0.5833 x (Inches of rain) + 0.5625 x (Inches of rain)
= cfs
Rev. 01
Date of Rev.: 1/22/2020

-v -w-o-ATI
Specialty Materials
ATI (Allvac) — Bakers Campus (BPO & EIGA)
Stormwater Monitoring Report Form
Sample Date: ear -3 per;p
Sample Time:
Sample Location:
Stormwater Discharge Outfall # 02
Drainage Area= 217,800 sq. ft. = 5 Acres
Impervious= 30%
Person Collecting Samples:
Laboratory Performing Analysis:
Analytical Techniques and Methods:
40 CFR Part 136
Results of Sample Analysis:
Parameter
Results (mg/1)
Benchmark Values (mg/1)
pH
(std units)
6-9
TSS
100
Copper, Total Recoverable
?i'l(G�
0.010
Lead, Total
0.075
Zinc, Total Recoverable
/er
a
0.126
Non -Polar Oil & Grease/TPH
l w Q
aw 7
15
Temperature
Deg. Celsius
Storm Date: Storm Duration: (Hrs.) Inches of Rainfall:
Duration of time preceding rain event exceeding 0.1": (Hrs.)
Estimated Flow Calculation:
Q=CIA
Q (Total) = Q (Pervious Area) + Q (Impervious Area)
Q (Tot., cfs) = (.4 x inches rain/12 inches/ft. x 5 acres x .70) + (.9 x inches rain/12 inches/ft. x 5 x .30)
Q (Total, cfs) = 0.1167 x (Inches of rain) + 0.1125 x (Inches of rain)
= cfs
Rev. 01
Date of Rev.: 1/22/2020

4 11
4w-ATI
Specialty Materials
ATI (Allvac) — Bakers Campus (BPO & EIGA)
Stormwater Monitoring Report Form
Sample Date: e ergo
Sample Time:
Sample Location:
Stormwater Discharge Outfall # 03
Drainage Area=130,680 sq. ft. = 3 Acres
Impervious= 50%
Person Collecting Samples:
Laboratory Performing Analysis:
Analytical Techniques and Methods:
40 CFR Part 136
Results of Sample Analysis:
pH
Parameter
Results (mg/1)
Benchmark Values (mg/1)
(std units)
6-9
TSS
100
Copper, Total Recoverable
0.010
Lead, Total
0.075
Zinc, Total Recoverable
0.126
Non -Polar Oil &Grease/TPH
15
Temperature
Deg. Celsius
Storm Date: Storm Duration: (Hrs.) Inches of Rainfall:
Duration of time preceding rain event exceeding 0.1": (Hrs.)
Estimated Flow Calculation:
Q=CIA
Q (Total) .= Q (Pervious Area) + Q (Impervious Area)
Q (Tot., cfs) _ (.4 x inches rain/12 inches/ft. x 3 acres x .50) + (.9 x inches rain/12 inches/ft. x 3 x .50)
Q (Total, cfs) = 0.05 x (Inches of rain) + 0.1125 x (Inches of rain)
= cfs
Rev. 01
Date of Rev.: 1/22/2020

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July 14, 2021
Division of Energy Mineral and Land Resources
Attn: Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
Central Files:
P.O. Box 5030
2020 Ashcraft Avenue
Monroe, NC 28111-5030
Phone: [phone]
Fax: [phone]
Email:
Attached, please find stormwater monitoring data for Permit No NCG030695. The originals and
one copy are included. The monitoring data is for the following monitoring schedule:
Montorin `Periods ,
` , dam Vie=Number,
Start
End
Year 3 — Period 1
0
January 1, 2021
June 30, 2021
Analytical monitoring includes:
• Outfall #01: No Flow
• Outfall #02: Under Construction
• Outfall #03: No Flow
If you have any questions or need additional information, please contact me at 704-289-4511
x3800. Thank you.
Sincerely,
9s��-
M
McManus
EHS Coordinator

A 14
*XT1
Specialty Materials
ATI (Allvac) — Bakers Campus (BPO & EIGA)
Stormwater Monitoring Report Form
Sample Date: ed .3 r
Sample Time:
Sample Location:
Stormwater Discharge Outfall # 01
Drainage Area= 1,809,000 sq. ft. = 25 Acres
Impervious= 30%
Person Collecting Samples:
Laboratory Performing Analysis:
Analytical Techniques and Methods:
40 CFR Part 136
Results of Sample Analysis:
Parameter
Results (mg/I)
Benchmark Values (mg/1)
pH
(std units)
6-9
TSS
D
100
Copper, Total Recoverable
/E:'�dAl
0.010
Lead, Total
0.075
Zinc, Total Recoverable
D
0.126
Non -Polar Oil & Grease/TPH
/DliJ
15
Temperature
Deg. Celsius
Storm Date: Storm Duration: (Hrs.) Inches of Rainfall:
Duration of time preceding rain event exceeding 0.1": (Hrs.)
Estimated Flow Calculation:
Q=CIA
Q (Total) = Q (Pervious Area) + Q (Impervious Area)
Q (Tot., cfs) = (A x inches rain/12 inches/ft. x 25 acres x .70) + (.9 x inches rain/12 inches/ft. x 25 x .30)
Q (Total, cfs) = 0.5833 x (Inches of rain) + 0.5625 x (Inches of rain)
cfs
Rev. 01
Date of Rev.: 1/22/2020

Specialty Nla#erials
ATI (Allvac) — Bakers Campus (BPO & EIGA)
Stormwater Monitoring Report Form
Sample Date: ear.3 neri00(
/'
Sample Time:
Sample Location:
Stormwater Discharge Outfall # 02
Drainage Area= 217,800 sq. ft. = 5 Acres
Impervious= 30%
Person Collecting Samples:
Laboratory Performing Analysis:
Analytical Techniques and Methods:
40 CFR Part 136
Results of Sample Analysis:
Parameter
Results (mg/1)
Benchmark Values (mg/1)
pH
(std units)
6-9
TSS
C117b"
100
Copper, Total Recoverable/uGT�
0.010
Lead, Total
0.075
Zinc, Total Recoverable
/
0.126
Non -Polar Oil & Grease/TPH
15
Temperature
Deg. Celsius
Storm Date:
Storm Duration:
Duration of time preceding rain event exceeding 0.1":
Estimated Flow Calculation:
(Hrs.) Inches of Rainfall:
(Hrs.)
Q=CIA
Q (Total) = Q (Pervious Area) + Q (Impervious Area)
Q (Tot., cfs) = (A x inches rain/12 inches/ft. x 5 acres x .70) + (.9 x inches rain/12 inches/ft. x 5 x .30)
Q (Total, cfs) = 0.1167 x
cfs
(Inches of rain) + 0.1125 x
(Inches of rain)
Rev. 01
Date of Rev.: 1/22/2020

aterials
ATI (Allvac) — Bakers Campus (BPO & EIGA)
Stormwater Monitoring Report Form
Sample Date: e
Sample Time:
Sample Location:
Stormwater Discharge Outfall # 03
Drainage Area=130,680 sq. ft. = 3 Acres
Impervious= 50%
Person Collecting Samples:
Laboratory Performing Analysis:
Analytical Techniques and Methods:
40 CFR Part 136
Results of Sample Analysis:
Parameter
Results (mg/I)
Benchmark Values (mg/1)
pH
(std units)
6-9
TSS
100
Copper, Total Recoverable
0.010
Lead, Total
0.075
Zinc, Total Recoverable
,� 41
/v
0.126
Non -Polar Oil & Grease/TPH
O
15
Temperature
Deg. Celsius
Storm Date:
Storm Duration:
Duration of time preceding rain event exceeding 0.1":
Estimated Flow Calculation:
(Hrs.) Inches of Rainfall:
(Hrs.)
Q=CIA
Q (Total) = Q (Pervious Area) + Q (Impervious Area)
Q (Tot., cfs) = (A x inches rain/12 inches/ft. x 3 acres x .50) + (.9 x inches rain/12 inches/ft. x 3 x .50)
Q (Total, cfs) = 0.05 x
cfs
(Inches of rain) + 0.1125 x (Inches of rain)
Rev. 01
Date of Rev.: 1/22/2020

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