HomeMy WebLinkAboutNC0003433_Permit (Modification) Signed_20200819Permit NC0003433
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Duke Energy Progress LLC
is hereby authorized to discharge wastewater from a facility located at the
Cape Fear Steam Electric Power Plant
500 CP&L Road
Moncure
Chatham County
to receiving waters designated as an unnamed tributary to the Cape Fear River (Outfall 007) and to the
Cape Fear River (Outfalls 008, 008A, 008B, 009) in the Cape Fear River Basin in accordance with
applicable effluent limitations, monitoring requirements, and other applicable conditions set forth in Parts
I, II and III hereof.
This permit modification shall become effective ..................October 1, 2020.
This permit and authorization to discharge shall expire at midnight on June 30, 2023.
Signed this day..............................................................August 19, 2020.
FDocuSigned by:
NyAyf
for S. Daniel Smith, Director
Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 26
Permit NC0003433
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective.
Therefore, the exclusive authority to operate and discharge from this facility arises under the permit
conditions, requirements, terms, and provisions included herein.
Duke Energy Progress LLC is hereby authorized to:
1. Operate the following modified systems located at the decommissioned Cape Fear Steam Electric
Power Plant at 500 CP&L Road near Moncure in Chatham County:
• 1978 Ash Basin (Internal Outfall 001). This outfall is designated as an emergency discharge
only and will consist of ash basin decanting wastewater. This is limited to discharging excess
wastewater above the available treatment plant capacity during an eminent threat of 1978 Ash
Basin overflow.
• 1985 Ash Basin (Internal Outfall 005). This outfall is designated as an emergency discharge
only and will consist of ash basin decanting wastewater. This is limited to discharging excess
wastewater above the available treatment plant capacity during an eminent threat of 1985 Ash
Basin overflow.
• Combined Wastewater to an Unnamed Tributary to the Cape Fear River (Outfall 007).
This outfall will discharge collected flows from the effluent channel consisting of ash basin
comingled treated decanting wastewater, storm water, constructed seep flows, and episodic
emergency flow from Internal Outfalls 001 and 005.
• Combined Wastewater to the Cape Fear (Outfall 008). This new outfall will discharge
combined flows of treated wastewater from the on -site treatment facility, if necessary, to assure
state Water Quality Standards are not contravened in the receiving stream.
• 1963/1970 Ash Basins (Outfall 008A). This new outfall is designated as an emergency
discharge only and will consist of ash basin decanting wastewater. This is limited to
discharging excess wastewater above the available treatment plant capacity during an eminent
threat of 1963/1970 Ash Basin overflow.
• 1963/1970 Ash Basins (Outfall 008B). This new outfall is designated as an emergency spillway
only and designed to safely pass a design storm event. This Outfall (lat. - 35034'57.37"; long. -
79°02'57.50") discharges to Cape Fear River. Sampling of this spillway is waived due to unsafe
conditions associated with sampling during overflow events.
• Ash Beneficiation Retention Pond Wastewater (Outfall 009). This new outfall will
discharge episodic wastewater collected from isolated areas of the beneficiation operation
consisting of ash storage runoff, truck loading spills, and dust suppression.
• Constructed French Drain (Internal Outfall S-05). This internal outfall [Lat: 35' 35' 25"
N, Long: 79' 2' 47" W] is for discharge of combined flow from two French Drain sources to
effluent channel of Outfall 007.
Page 2 of 26
Permit NC0003433
2. Upon construction and completion of the new proposed Outfall for Outfall 008, notify DWR Raleigh
Regional Office and NPDES Complex Permitting Unit, in writing, at least two weeks prior to the
commencement of discharge from the newly constructed Outfall 008. Notification can be submitted via
email or by mail to the following address:
NC Division of Water Resources
Water Quality Regional Office Operations Section Supervisor
3800 Barrett Drive
Raleigh, NC 27609
And
NC Division of Water Resources
NPDES Complex Permitting Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
3. Discharges are to the Cape Fear River and unnamed tributaries to the Cape Fear River, and are classified
as WS-IV waters in the Cape Fear River Basin.
Page 3 of 26
Permit NC0003433
Part I
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Internal Outfall 001
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
a. During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge 1 on an emergency basis 1978 (West) Ash Basin decanting
wastewater in excess of the facility's treatment capacity of 0.72 MGD to mitigate an eminent
1978 Ash Basin overflow. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
Monthly I Daily
Average I Maximum
MONITORING
Measurement
2
UIREMENTS
Sample Sample
Tvne Location
I Flow I Daily during I Estimate Effluent I
Episodic Event
Footnotes:
1. The Permittee shall notify the Raleigh Regional Office (919) 791- 4200 no later than the end
of the next business day of the occurrence of an emergency discharge event including time
of occurrence, duration, and cause.
2. During the duration of an emergency discharge event, the flow shall be reported daily.
b. Upon the occurrence of an emergency overflow event, Outfall 007 effluent sampling and
reporting shall commence immediately for the limited parameters listed in A. (3.) except for
Mercury and Chronic Toxicity, and shall continue once per week for the duration of the
emergency discharge event. Results of sampling from this Outfall shall meet the effluent
limitations in A. (3.).
c. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 4 of 26
Permit NC0003433
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Internal Outfall 005
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
a. During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge 1 on an emergency basis 1985 (East) Ash Basin decanting
wastewater in excess of the facility's treatment capacity of 0.72 MGD to mitigate an eminent
1985 Ash Basin overflow. Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
Monthly I Daily
Average I Maximum
MONITORING
Measurement
u..,.,..,,,.. - 2
UIREMENTS
Sample Sample
Tvne Location
I Flow I I Daily during I Estimate Effluent I
Episodic Event
Footnotes:
1. The Permittee shall notify the Raleigh Regional Office (919) 791- 4200 no later than the end
of the next business day of the occurrence of an emergency discharge event including time
of occurrence and cause.
2. During the duration of a discharge event, the flow shall be reported daily.
b. Upon the occurrence of an emergency overflow event, Outfall 007 effluent sampling and
reporting shall commence immediately for the limited parameters listed in A. (3.) except for
Chronic Toxicity and Mercury, and shall continue once per week for the duration of the
emergency discharge event. Results of sampling from this Outfall shall meet the effluent
limitations in A. (3.).
c. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 5 of 26
Permit NC0003433
A. (3.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 007
(decanting) [15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical WPCS [15A NCAC 08G .0302]
a. During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge from Outfall 007 comingled treated ash basin decanting
wastewater (decanting the free water above the settled ash layer that does not involve
mechanical disturbance of the ash), stormwater, emergency episodic discharge from Internal
Outfalls 001 & 005, and Constructed French Drain wastewater from S-05. Such discharges shall
be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location
Flow
0.73 MGD
Daily
Estimate 1
Effluent
pH 2
6.0 < pH < 9.0 S.U.
Monthly
Grab
Effluent
Total Suspended Solids 3
30.0 mg/L
100.0 mg/L
Monthly
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Monthly
Grab
Effluent
Total Antimony
5.6 µg/L
5.6 µg/L
Monthly
Grab
Effluent
Total Arsenic
10.0 µg/L
340.0 µg/L
Weekly
Grab
Effluent
Total Molybdenum
160 µg/L
160 µg/L
Monthly
Grab
Effluent
Total Nickel
25.0 µg/L
335.2 µg/L
Monthly
Grab
Effluent
Total Selenium
5.0 µg/L
56.0 µg/L
Weekly
Grab
Effluent
Total Zinc
125.7 µg/L
125.7 µg/L
Monthly
Grab
Effluent
Turbidity 4
Monthly
Grab
Effluent
Total Mercury 5
12 ng/L, annual average
Weekly
Grab
Effluent
Total Cadmium, µg/L 6
Monthly
Grab
Effluent
Total Copper, µg/L
Monthly
Grab
Effluent
Total Lead, µg/L
Monthly
Grab
Effluent
Fluoride, mg/L
Monthly
Grab
Effluent
Sulfates, mg/L
Monthly
Grab
Effluent
Total Dissolved Solids, mg/L
Monthly
Grab
Effluent
Thallium, µg/L
Monthly
Grab
Effluent
Chronic Toxicity 7
Quarterly
Grab
Effluent
Total Hardness, mg/L
Quarterly
Grab
Effluent
Nitrate/Nitrite as N, mg/L
Quarterly
Grab
Effluent
Total Kjeldahl Nitrogen, mg/L
Quarterly
Grab
Effluent
Total Nitrogen, mg/L8
Quarterly
Grab
Effluent
Total Phosphorus, mg/L
Quarterly
Grab
Effluent
Footnotes:
1. Flow estimate can be based on pumping log if pumps are in service at time of flow. If flow
is occurring with no pumps operating then flow measurement is required by using a V-notch
weir, stop watch and calibrated cylinder, or other methods approved by the Division (such
as flow sensor devices).
2. The facility shall continuously monitor pH when the decanting process commences and the
pump shall be shutoff automatically when the 15 minutes running average pH falls below
6.1 standard units or rises above 8.9 standards units. Pumping will be allowed to continue if
Page 6 of 26
Permit NC0003433
interruption might result in a dam failure or damage. The continuous pH monitoring is only
required when the pumps are employed. In the event of a shut-off of the decanting pumps,
due to continuous monitoring of pH, decanting may continue once the results of operational
samples show the wastewater is back to within the allowable range of the 15 minutes running
average for pH.
3. The facility shall continuously monitor TSS concentration when the decanting process
commences and the pump shall be shutoff automatically when the 15 minutes running
average exceeds 50 mg/L. Pumping will be allowed to continue if interruption might result
in a dam failure or damage. The continuous TSS monitoring is only required when the pumps
are employed. In the event of a shut-off of the decanting pumps, due to continuous
monitoring of TSS, decanting may continue once the results of operational samples show the
wastewater is back to within the allowable range of the 15 minutes running average for TSS.
4. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50
NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the
discharge cannot cause turbidity to increase in the receiving stream. Therefore, if the effluent
measurement exceeds 50 NTU, the Permittee shall sample upstream and downstream
turbidity in the receiving waterbody, within 24 hours, to demonstrate the existing turbidity
level in the receiving waterbody was not increased. All data shall be reported on the DMRs.
(See 15A NCAC 213 .0211 (21)).
5. The facility shall use EPA method 1631 E. Annual average shall be the calendar average.
6. Total Cadmium shall be measured to a Practical Quantitation Level of 0.5 µg/L.
7. Chronic Toxicity (Ceriodaphnia dubia) at 90% in February, May, August, and November;
See Special Condition A. (10.).
8. Total Nitrogen = Total Kjeldahl Nitrogen + Nitrate/Nitrite as N.
b. When the facility commences the ash pond/ponds decanting/dewatering, the facility shall
treat the wastewater discharged from the ash pond/ponds using physical -chemical
treatment, if necessary, to assure state Water Quality Standards are not contravened in the
receiving stream. Duke Energy shall notify DWR NPDES Permitting and DWR Raleigh
Regional Office, in writing, within seven calendar days of installing additional physical -
chemical treatment at this Outfall.
c. If any one of these pollutants (As, Se, Sb, Hg, Mo, Ni, Pb and Zn) reaches 85% of the
allowable level during the decanting/dewatering, the facility shall immediately discontinue
discharge of the wastewater and report it to the Regional Office and Complex NPDES
Permitting Branch via telephone and e-mail.
d. The facility is allowed to drawdown the wastewater in the ash pond to no less than three feet
above the ash. The rate for lowering the liquid level in a coal ash pond shall not exceed one
(1) foot per day unless a higher rate is supported to the satisfaction of DEMLR and in
accordance with NCAC, Title 15 A, Subchapter 2K.
e. The facility shall use a floating pump station with free water skimmed from the ash basin
wastewater surface using an adjustable weir.
f. If no discharge occurs during the reporting period the Permittee shall submit its DMR
eDMR), as required, and indicate "No Flow" (15A NCAC 02B .0506(a)(1)(E)).
g. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 7 of 26
Permit NC0003433
A. (4.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 008
(decanting) [15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical WPCS [15A NCAC 08G .0302]
a. During the period beginning on the effective date of this permit, and lasting until the commencement
of ash basin dewatering, or the addition of groundwater remediation treated wastewater, or
permit expiration, the Permittee is authorized to discharge from Outfall 008 comingled treated ash
basin decanting wastewater (decanting the free water above the settled ash layer that does not
involve mechanical disturbance of the ash). Such discharges shall be limited and monitored by
the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location 1
Flow
0.72 MGD
Daily
Estimate 2
Effluent
pH 3
6.0 <_ pH < 9.0 S.U.
Monthly
Grab
Effluent
Total Suspended Solids 4
30.0 mg/L
100.0 mg/L
Monthly
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Monthly
Grab
Effluent
Total Mercury 5
47 ng/L, annual average 5
Weekly
Grab
Effluent
Turbidity 6
Monthly
Grab
Effluent
Total Arsenic, µg/L
Weekly
Grab
Effluent
Total Selenium, µg/L
Weekly
Grab
Effluent
Total Nickel, µg/L
Monthly
Grab
Effluent
Total Lead, µg/L
Monthly
Grab
Effluent
Chronic Toxicity 7
Quarterly
Grab
Effluent
Total Hardness, mg/L
Quarterly
Grab
Effluent
Nitrite/Nitrate as N, mg/L
Quarterly
Grab
Effluent
Total Kjeldahl Nitrogen, mg/L
Quarterly
Grab
Effluent
Total Nitrogen, mg/L 8
Quarterly
Grab
Effluent
Total Phosphorus, mg/L
Quarterly
Grab
Effluent
Footnotes:
1. Effluent = comingled sample of the treatment facility's wastewater.
2. Flow estimate can be based on pumping log if pumps are in service at time of flow. If flow
is occurring with no pumps operating then flow measurement is required by using a V-notch
weir, stop watch and calibrated cylinder, or other methods approved by the Division (such
as flow sensor devices).
3. The facility shall continuously monitor pH when the decanting process commences and the
pump shall be shutoff automatically when the 15 minutes running average pH falls below
6.1 standard units or rises above 8.9 standards units. Pumping will be allowed to continue if
interruption might result in a dam failure or damage. The continuous pH monitoring is only
required when the pumps are employed. In the event of a shut-off of the decanting pumps,
due to continuous monitoring of pH, decanting may continue once the results of operational
samples show the wastewater is back to within the allowable range of the 15 minutes running
average for pH.
4. The facility shall continuously monitor TSS concentration when the decanting process
commences and the pump shall be shutoff automatically when the 15 minutes running
average exceeds 50 mg/L. Pumping will be allowed to continue if interruption might result
in a dam failure or damage. The continuous TSS monitoring is only required when the pumps
Page 8 of 26
Permit NC0003433
are employed. In the event of a shut-off of the decanting pumps, due to continuous
monitoring of TSS, decanting may continue once the results of operational samples show the
wastewater is back to within the allowable range of the 15 minutes running average for TSS.
5. The facility shall use EPA method 1631 E. Annual average shall be the calendar year.
6. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50
NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the
discharge cannot cause turbidity to increase in the receiving stream. Therefore, if the effluent
measurement exceeds 50 NTU, the Permittee shall sample upstream and downstream
turbidity in the receiving waterbody, within 24 hours, to demonstrate the existing turbidity
level in the receiving waterbody was not increased. All data shall be reported on the DMRs.
(See 15A NCAC 2B .0211 (21)).
7. Chronic Toxicity (Ceriodaphnia dubia) at 1.7% in February, May, August, and November;
See Special Condition A. (10.).
8. Total Nitrogen = Total Kjeldahl Nitrogen + Nitrate/Nitrite as N.
b. When the facility commences the ash pond/ponds decanting/dewatering, the facility shall
treat the wastewater discharged from the ash pond/ponds using physical -chemical
treatment, if necessary, to assure state Water Quality Standards are not contravened in the
receiving stream. Duke Energy shall notify DWR NPDES Permitting and DWR Raleigh
Regional Office, in writing, within seven calendar days of installing additional physical -
chemical treatment at this Outfall.
c. If any one of these pollutants (As, Se, Hg, Ni, and Pb) reaches 85% of the allowable level
during the decanting/dewatering, the facility shall immediately discontinue discharge of the
wastewater and report it to the Regional Office and Complex NPDES Permitting Branch
via telephone and e-mail.
d. The facility is allowed to drawdown the wastewater in the ash pond to no less than three feet
above the ash. The rate for lowering the liquid level in a coal ash pond shall not exceed one
(1) foot per day unless a higher rate is supported to the satisfaction of DEMLR and in
accordance with NCAC, Title 15 A, Subchapter 2K.
e. The facility shall use a floating pump station with free water skimmed from the ash basin
wastewater surface using an adjustable weir.
f. If no discharge occurs during the reporting period the Permittee shall submit its DMR
(eDMR), as required, and indicate "No Flow" (15A NCAC 02B .0506(a)(1)(E)).
g. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 9 of 26
Permit NC0003433
A. (5.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 008
(dewatering) [15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical WPCS [15A NCAC 08G .0302]
a. During the period beginning with the start of ash pond dewatering, and lasting until the addition
of groundwater remediation treated wastewater, or permit expiration, the Permittee is authorized
to discharge from Outfall 008 comingled treated ash basin dewatering wastewater. Such
discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location 1
Flow
0.72 MGD
Daily
Estimate 2
Effluent
pH 3
6.0 < pH < 9.0 S.U.
Weekly
Grab
Effluent
Total Suspended Solids 4
30.0 mg/L
100.0 mg/L
Weekly
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Weekly
Grab
Effluent
Total Selenium
0.30 mg/L
2.73 mg/L
Weekly
Grab
Effluent
Total Mercury 5
47 ng/L, annual average
Weekly
Grab
Effluent
Turbidity 6
Weekly
Grab
Effluent
Total Aluminum, mg/L
Weekly
Grab
Effluent
Total Arsenic, µg/L
Weekly
Grab
Effluent
Total Cadmium, µg/L 7
Weekly
Grab
Effluent
Total Copper, µg/L
Weekly
Grab
Effluent
Total Nickel, µg/L
Weekly
Grab
Effluent
Total Lead, µg/L
Weekly
Grab
Effluent
Chronic Toxicity'
Monthly
Grab
Effluent
Total Hardness, mg/L
Quarterly
Grab
Effluent
Nitrite/Nitrate as N, mg/L
Quarterly
Grab
Effluent
Total Kjeldahl Nitrogen, mg/L
Quarterly
Grab
Effluent
Total Nitrogen, mg/L 9
Quarterly
Grab
Effluent
Total Phosphorus, mg/L
Quarterly
Grab
Effluent
Footnotes:
1. Effluent = comingled sample of the treatment facility's treated wastewater.
2. Flow estimate can be based on pumping log if pumps are in service at time of flow. If flow
is occurring with no pumps operating then flow measurement is required by using a V-notch
weir, stop watch and calibrated cylinder, or other methods approved by the Division (such
as flow sensor devices).
3. The facility shall continuously monitor pH when the dewatering process commences and the
pump shall be shutoff automatically when the 15 minutes running average pH falls below
6.1 standard units or rises above 8.9 standards units. Pumping will be allowed to continue if
interruption might result in a dam failure or damage. The continuous pH monitoring is only
required when the pumps are employed. In the event of a shut-off of the dewatering pumps,
due to continuous monitoring of pH, dewatering may continue once the results of operational
samples show the wastewater is back to within the allowable range of the 15 minutes running
average for pH.
4. The facility shall continuously monitor TSS concentration when the dewatering process
commences and the pump shall be shutoff automatically when the 15 minutes running
average exceeds 50 mg/L. Pumping will be allowed to continue if interruption might result
Page 10 of 26
Permit NC0003433
in a dam failure or damage. The continuous TSS monitoring is only required when the pumps
are employed. In the event of a shut-off of the dewatering pumps, due to continuous
monitoring of TSS, dewatering may continue once the results of operational samples show
the wastewater is back to within the allowable range of the 15 minutes running average for
TSS.
5. The facility shall use EPA method 1631 E. Annual average shall be the calendar year.
6. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50
NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the
discharge cannot cause turbidity to increase in the receiving stream. Therefore, if the effluent
measurement exceeds 50 NTU, the Permittee shall sample upstream and downstream
turbidity in the receiving waterbody, within 24 hours, to demonstrate the existing turbidity
level in the receiving waterbody was not increased. All data shall be reported on the DMRs.
(See 15A NCAC 213 .0211 (21)).
7. Total Cadmium shall be measured to a Practical Quantitation Level of 0.5 µg/L.
8. Chronic Toxicity (Ceriodaphnia dubia) at 1.7%; See Special Condition A. (11.).
9. Total Nitrogen = Total Kjeldahl Nitrogen + Nitrate/Nitrite as N.
b. When the facility commences the ash pond/ponds decanting/dewatering, the facility shall
treat the wastewater discharged from the ash pond/ponds using physical -chemical
treatment, if necessary, to assure state Water Quality Standards are not contravened in the
receiving stream. Duke Energy shall notify DWR NPDES Permitting and DWR Raleigh
Regional Office, in writing, within seven calendar days of installing additional physical -
chemical treatment at this Outfall.
c. Dewatering is the removal of interstitial water starting when the free water level in the
settled ash basin is less than 3 feet, or if the water level is more than 3 feet above the ash
starting when mechanical disturbance of the ash occurs. The limits and conditions in A. (5.)
shall remain enforced until the groundwater remediation treated discharge has commenced.
d. If any one of these pollutants (As, Se, Hg, Ni, and Pb) reaches 85% of the allowable level
during the decanting/dewatering, the facility shall immediately discontinue discharge of the
wastewater and report it to the Regional Office and Complex NPDES Permitting Branch
via telephone and e-mail.
e. The facility shall submit written notification to the DWR Complex NPDES Permitting Unit
and the DWR Raleigh Regional Office of the intent to begin the initial ash basin dewatering
activity seven calendar days prior to commencing the dewatering.
C The rate for lowering the liquid level in a coal ash pond shall not exceed one (1) foot per day
unless a higher rate is supported to the satisfaction of DEMLR and in accordance with
NCAC, Title 15A, Subchapter 2K.
g. If no discharge occurs during the reporting period the Permittee shall submit its DMR
(eDMR), as required, and indicate "No Flow" (15A NCAC 02B .0506(a)(1)(E)).
h. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 11 of 26
Permit NC0003433
A. (6.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 008
(dewatering and ground water remediation) [15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical WPCS [15A NCAC 08G .0302]
a. During the period beginning with the start of groundwater remediation, and lasting until
completion/termination of all ash basin dewatering activities, or permit expiration, the Permittee
is authorized to discharge from Outfall 008 comingled treated ash pond dewatering wastewater
and groundwater remediation wastewater. Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING
REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location 1
Flow
0.72 MGD
Daily
Estimate 2
Effluent
pH 3
6.0 < pH < 9.0 S.U.
Weekly
Grab
Effluent
Temperature, °C
Weekly
Grab
Effluent
Total Suspended Solids 4
30.0 mg/L
100.0 mg/L
Weekly
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Weekly
Grab
Effluent
Total Aluminum
385.1 mg/L
385.1 mg/L
Weekly
Grab
Effluent
Total Nickel
1.48 mg/L
16.3 mg/L
Weekly
Grab
Effluent
Total Selenium
0.30 mg/L
2.73 mg/L
Weekly
Grab
Effluent
Total Mercury 5
47 ng/L, annual average 5
Weekly
Grab
Effluent
Turbidity 6
Weekly
Grab
Effluent
Total Arsenic, µg/L
Weekly
Grab
Effluent
Total Beryllium, µg/L
Weekly
Grab
Effluent
Total Copper, µg/L
Weekly
Grab
Effluent
Total Lead, µg/L
Weekly
Grab
Effluent
Total Silver, µg/L 7
Weekly
Garb
Effluent
Total Zinc, µg/L
Weekly
Grab
Effluent
Sulfates, mg/L
Weekly
Grab
Effluent
Total Dissolved Solids, mg/L
Weekly
Grab
Effluent
Chronic Toxicity 8
Monthly
Grab
Effluent
Total Hardness, mg/L
Quarterly
Grab
Effluent
Conductivity, µmhos/cm
Quarterly
Grab
Effluent
Nitrite/Nitrate as N, mg/L
Quarterly
Grab
Effluent
Total Kjeldahl Nitrogen, mg/L
Quarterly
Grab
Effluent
Total Nitrogen, mg/L 9
Quarterly
Grab
Effluent
Total Phosphorus, mg/L
Quarterly
Grab
Effluent
Footnotes:
1. Effluent = comingled sample of the treatment facility's treated wastewater.
2. Flow estimate can be based on pumping log if pumps are in service at time of flow. If flow is
occurring with no pumps operating then flow measurement is required by using a V-notch
weir, stop watch and calibrated cylinder, or other methods approved by the Division (such as
flow sensor devices).
3. The facility shall continuously monitor pH when dewatering process commences and the
pump shall be shutoff automatically when the 15 minutes running average pH falls below 6.1
standard units or rises above 8.9 standards units. Pumping will be allowed to continue if
interruption might result in a dam failure or damage. The continuous pH monitoring is only
Page 12 of 26
Permit NC0003433
required when the pumps are employed. In the event of a shut-off of the dewatering pumps,
due to continuous monitoring of pH, dewatering may continue once the results of operational
samples show the wastewater is back to within the allowable range of the 15 minutes running
average for pH.
4. The facility shall continuously monitor TSS concentration when the dewatering process
commences and the pump shall be shutoff automatically when the 15 minutes running average
exceeds 50 mg/L. Pumping will be allowed to continue if interruption might result in a dam
failure or damage. The continuous TSS monitoring is only required when the pumps are
employed. In the event of a shut-off of the dewatering pumps, due to continuous monitoring
of TSS, dewatering may continue once the results of operational samples show the wastewater
is back to within the allowable range of the 15 minutes running average for TSS.
5. The facility shall use EPA method 1631 E. Annual average shall be the calendar year.
6. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50
NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the
discharge cannot cause turbidity to increase in the receiving stream. Therefore, if the effluent
measurement exceeds 50 NTU, the Permittee shall sample upstream and downstream turbidity
in the receiving waterbody, within 24 hours, to demonstrate the existing turbidity level in the
receiving waterbody was not increased. All data shall be reported on the DMRs. (See 15A
NCAC 213 .0211 (21)).
7. Total Silver shall be measured to a Practical Quantitation Level of 1.0 µg/L.
8. Chronic Toxicity (Ceriodaphnia dubia) at 1.7%; See Special Condition A. (11.).
9. Total Nitrogen = Total Kjeldahl Nitrogen + Nitrate/Nitrite as N.
b. When the facility commences the ash pond/ponds decanting/dewatering, the facility shall
treat the wastewater discharged from the ash pond/ponds using physical -chemical
treatment, if necessary, to assure state Water Quality Standards are not contravened in the
receiving stream. Duke Energy shall notify DWR NPDES Permitting and DWR Raleigh
Regional Office, in writing, within seven calendar days of installing additional physical -
chemical treatment at this Outfall.
c. Dewatering is the removal of interstitial water starting when the free water level in the
settled ash basin is less than 3 feet, or if the water level is more than 3 feet above the ash
starting when mechanical disturbance of the ash occurs. The limits and conditions in A. (6.)
shall remain enforced until all ash basins dewatering is completed.
d. If any one of these pollutants (As, Al, Se, Hg, Ni, and Pb) reaches 85% of the allowable level
during the decanting/dewatering, the facility shall immediately discontinue discharge of the
wastewater and report it to the Regional Office and Complex NPDES Permitting Branch
via telephone and e-mail.
e. The facility shall submit written notification to the DWR Complex NPDES Permitting Unit
and the DWR Raleigh Regional Office of the intent to begin the addition of groundwater
remediation wastewater to the ash basins treatment facility's influent in conjunction with
ash basin dewatering wastewater, seven calendar days prior to commencing the addition.
See Special Condition A. (18.) for further requirements.
f. The rate for lowering the liquid level in a coal ash pond shall not exceed one (1) foot per day
unless a higher rate is supported to the satisfaction of DEMLR and in accordance with
NCAC, Title 15A, Subchapter 2K.
g. If no discharge occurs during the reporting period the Permittee shall submit its DMR
(eDMR), as required, and indicate "No Flow" (15A NCAC 02B .0506(a)(1)(E)).
h. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 13 of 26
Permit NC0003433
A. (7.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 008
(ground water remediation) [15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical WPCS [15A NCAC 08G .0302]
a. During the period beginning with the completion/termination of all ash pond dewatering
activities, and lasting until permit expiration, the Permittee is authorized to discharge from Outfall
008 treated groundwater remediation wastewater. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Fre uenc
Sample
Type
Sample
Location
Flow
0.72 MGD
Weekly
Continuous 1
Effluent
pH
6.0 < pH < 9.0 S.U.
Weekly
Grab
Effluent
Temperature, °C
Weekly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Weekly
Grab
Effluent
Total Aluminum
385.1 mg/L
385.1 mg/L
2/1\4onth
Grab
Effluent
Total Nickel
1.48 mg/L
16.3 mg/L
2/Month
Grab
Effluent
Sulfates
14,811 mg/L
14,811 mg/L
2/Month
Grab
Effluent
Turbidity 2
2/Month
Grab
Effluent
Total Mercury, ng/L 3
2/Month
Grab
Effluent
Total Arsenic, µg/L
2/Month
Grab
Effluent
Total Beryllium, µg/L
2/Month
Grab
Effluent
Total Lead, µg/L
2/Month
Grab
Effluent
Total Selenium, µg/L
2/Month
Grab
Effluent
Total Silver, µg/L 4
2/Month
Grab
Effluent
Total Zinc, µg/L
2/Month
Grab
Effluent
Total Dissolved Solids, mg/L
2/Month
Grab
Effluent
Total Hardness, mg/L
Quarterly
Grab
Effluent
Chronic Toxicity 5
Quarterly
Grab
Effluent
Conductivity, µmhos/cm
Quarterly
Grab
Effluent
Nitrite/Nitrate as N, mg/L
Quarterly
Grab
Effluent
Total Kjeldahl Nitrogen, mg/L
Quarterly
Grab
Effluent
Total Nitrogen, mg/L 6
Quarterly
Grab
Effluent
Total Phosphorus, mg/L
I
I Quarterly
Grab
Effluent
Footnotes:
1. Continuous flow measurement is required by using a calibrated V-notch weir, meter, or other methods
approved by the Division (such as flow sensor devices).
2. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50
NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the
discharge cannot cause turbidity to increase in the receiving stream. Therefore, if the effluent
measurement exceeds 50 NTU, the Permittee shall sample upstream and downstream
turbidity in the receiving waterbody, within 24 hours, to demonstrate the existing turbidity
level in the receiving waterbody was not increased. All data shall be reported on the DMRs.
(See 15A NCAC 2B .0211 (21)).
3. The facility shall use EPA method 1631 E.
4. Total Silver shall be measured to a Practical Quantitation Level of 1.0 µg/L.
Page 14 of 26
Permit NC0003433
5. Chronic Toxicity (Ceriodaphnia dubia) at 1.7% in February, May, August, and November;
See Special Condition A. (10.).
6. Total Nitrogen = Total Kj eldahl Nitrogen + Nitrate/Nitrite as N.
b. The facility shall submit written notification to the DWR Complex NPDES Permitting Unit
and the DWR Raleigh Regional Office of the intent to continue groundwater wastewater
addition to the treatment facility's influent after the completion/termination of all ash
basins dewatering activities, seven calendar days prior to completion and termination of all
ash basin dewatering. See Special Condition A. (18.) for further requirements.
c. If no discharge occurs during the reporting period the Permittee shall submit its DMR
(eDMR), as required, and indicate "No Flow" (15A NCAC 02B .0506(a)(1)(E)).
d. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 15 of 26
Permit NC0003433
A. (8.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS—Outfall 008A
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
a. During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge' from Outfall 008A on an emergency basis 1963/1970 Ash
Basin decanting wastewater in excess of the facility's treatment capacity (> 0.72 MGD) to
mitigate an eminent 1963/1970 Ash Basin overflow. Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
Sample
CHARACTERISTICS
Average
Maximum
Fre uenc 2
Type
Location
Flow
Daily during
Estimate
Effluent
Episodic Event
pH
6.0 <— pH < 9.0 S.U.
—
Daily during
Episodic Event
Grab
Effluent
Total Suspended Solids
30.0 mg/L
100.0 mg/L
Daily during
Episodic Event
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Daily during
Grab
Effluent
Episodic Event
Footnotes
1. The Permittee shall notify the Raleigh Regional Office (919) 791- 4200 no later than the
end of the next business day of the occurrence of an emergency discharge event including
time of occurrence, duration, and cause.
2. During the duration of an emergency discharge event, the flow shall be reported daily.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 16 of 26
Permit NC0003433
A. (9.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 009
(Beneficiation miscellaneous wastewater) [15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
Grade I Physical Chemical WPCS [15A NCAC 08G .0302]
a. During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge episodic beneficiation process area miscellaneous
wastewater (ash pile run off, wash water, captured dust spills) from Outfall 009. Such
discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Fre uency
Sample
Type
Sample
Location 1
Flow
0.005 MGD
Monthly
Estimate 2
Effluent
Temperature, °C
Monthly
Grab
Effluent
pH
6.0 < pH < 9.0 S.U.
Monthly
Grab
Effluent
Total Suspended Solids
30.0 mg/L
100.0 mg/L
Monthly
Grab
Effluent
Oil and Grease
15.0 mg/L
20.0 mg/L
Monthly
Grab
Effluent
Turbidity'
Monthly
Grab
Effluent
Total Mercury 4
47 ng/L, annual average
Monthly
Grab
Effluent
Total Arsenic, µg/L
Monthly
4-Grab
Grab
Effluent
Total Selenium, µg/L
Monthly
Effluent
Footnotes:
1. Effluent = comingled sample of facility treated wastewater.
2. Flow estimate can be based on pumping log if pumps are in service at time of flow. If flow
is occurring with no pumps operating then flow measurement is required by using a V-notch
weir, stop watch and calibrated cylinder, or other methods approved by the Division (such
as flow sensor devices).
3. The discharge from this facility shall not cause turbidity in the receiving stream to exceed 50
NTU. If the instream turbidity exceeds 50 NTU due to natural background conditions, the
discharge cannot cause turbidity to increase in the receiving stream. Therefore, if the effluent
measurement exceeds 50 NTU, the Permittee shall sample upstream and downstream
turbidity in the receiving waterbody, within 24 hours, to demonstrate the existing turbidity
level in the receiving waterbody was not increased. All data shall be reported on the DMRs.
(See 15A NCAC 2B .0211 (21)).
4. The facility shall use EPA method 1631 E. Annual average shall be the calendar year.
b. If no discharge occurs during the reporting period the Permittee shall submit its DMR
(eDMR), as required, and indicate "No Flow" (15A NCAC 02B .0506(a)(1)(E)).
c. The Permittee shall submit to the Division a completed EPA Form 2C for the addition of
beneficiation wastewaters no later than 180 days after the introduction of the beneficiation
wastewaters to the treatment system. The Division may re -open this permit and assign
additional effluent limits or conditions after review of the EPA 2C data.
d. There shall be no discharge of floating solids or visible foam in other than trace amounts.
Page 17 of 26
Permit NC0003433
A. (10.) CHRONIC TOXICITY LIMIT - Outfalls 007 and 008 (Quarterly)
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality
to Ceriodaphnia dubia at an effluent concentration of 90% for Outfall 007 and 1.7% for Outfall 008.
The permit holder shall perform, at a minimum, quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. The tests will be performed during the months of
February, May, August, and November. These months signify the first month of each three-month
toxicity testing quarter assigned to the facility. Effluent sampling for this testing must be obtained during
representative effluent discharge and shall be performed at the NPDES permitted final effluent discharge
below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below
the permit limit, then multiple -concentration testing shall be performed, at a minimum, in each of
the two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity
Test Procedure" (Revised -December 2010) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B
for the pass/fail results and THP313 for the Chronic Value. Additionally, DWR Form AT-3 (original) is to
be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine
is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the Permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the report
with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Water
Sciences Section at the address cited above.
Should the Permittee fail to monitor during a month in which toxicity monitoring is required, monitoring
will be required during the following month. Assessment of toxicity compliance is based on the toxicity
testing quarter, which is the three month time interval that begins on the first day of the month in which
toxicity testing is required by this permit and continues until the final day of the third month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water Resources indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
Page 18 of 26
Permit NC0003433
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the
last day of the month following the month of the initial monitoring.
A. (11.) CHRONIC TOXICITY LIMIT - Outfall 008 (Monthly)
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality
to Ceriodaphnia dubia at an effluent concentration of 1.7% for Outfall 008.
The permit holder shall perform, at a minimum, monthly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised December 2010, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised- December 2010) or subsequent versions. Effluent sampling for this testing must be obtained
during representative effluent discharge and shall be performed at the NPDES permitted final effluent
discharge below all treatment processes.
If the test procedure performed as the first test of any month results in a failure or ChV below the
permit limit, then multiple -concentration testing shall be performed, at a minimum, in each of the
two following months as described in "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised -December 2010) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B
for the pass/fail results and THP313 for the Chronic Value. Additionally, DWR Form AT-3 (original) is to
be sent to the following address:
Attention: North Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Or, results can be sent to the email, ATForms.ATB(d),ncdenr.gov.
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no later than 30
days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if chlorine
is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the Permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the report
with the notation of "No Flow" in the comment area of the form. The report shall be submitted to the Water
Sciences Section at the address cited above.
Assessment of toxicity compliance is based on the toxicity testing month.
Page 19 of 26
Permit NC0003433
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
of Water Resources indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls, shall
constitute an invalid test and will require immediate follow-up testing to be completed no later than the
last day of the month following the month of the initial monitoring.
A. (12.) ADDITIONAL CONDITIONS AND DEFINITIONS
[NCGS 143-213.3 (a) (2) and NCGS 143-213.66]
1. EPA methods 200.7 or 200.8 (or the most current versions) shall be used for analyses of all metals
except for total mercury (EPA Method 1631 E).
2. All effluent samples for all external outfalls shall be taken at the most accessible location after the
final treatment but prior to discharge to waters of the U.S. (40 CFR 122.410)).
3. The term low volume waste sources mean wastewater from all sources except those for which
specific limitations are otherwise established in this part (40 CFR 423.11 (b)).
4. The term chemical metal cleaning waste means any wastewater resulting from cleaning any metal
process equipment with chemical compounds, including, but not limited to, boiler tube cleaning (40
CFR 423.11 (c)).
5. The term metal cleaning waste means any wastewater resulting from cleaning [with or without
chemical cleaning compounds] any metal process equipment including, but not limited to, boiler
tube cleaning, boiler fireside cleaning, and air preheater cleaning (40 CFR 423.11 (d)).
6. For all outfalls where the flow measurement is to be "estimated" the estimate can be done by using
calibrated V-notch weir, stop -watch and graduated cylinder, or other methods approved by the
Division (such as flow sensor devices).
7. The term "FGD wet scrubber wastewater" means wastewater resulting from the use of the flue -gas
desulf irization wet scrubber.
8. There shall be no discharge of polychlorinated biphenyl compounds.
9. The permittee shall report the presence of cenospheres observed in any samples on the DMRs in the
comment section.
10. Nothing contained in this permit shall be construed as a waiver by the permittee of any right to a
hearing it may have pursuant to State or Federal laws and regulations.
A. (13.) INSTREAM MONITORING
[G.S. 143-215.3 (a) (2), G.S. 143-215.66]
The facility shall conduct monthly in -stream monitoring for total arsenic, total selenium, total mercury, total
chromium, dissolved lead, dissolved cadmium, dissolved copper, dissolved zinc, total bromide, total
hardness (as CaCO3), temperature, turbidity, and total dissolved solids (TDS). The monitoring results shall
be reported on the facility's Discharge Monitoring Reports and included with the NPDES permit renewal
application.
Instream Sample Description
Location
Upstream Outfall 008
0.9 miles upstream from Outfall 008A in Cape Fear River
Approximately 250 meters downstream from Outfall 008 in Cape
Downstream Outfall 008
Fear River
Page 20 of 26
Permit NC0003433
Instream monitoring is provisionally waived considering the permittee's participation in the Middle
Cape Fear River Basin Association provided the Association agrees to sample for all the parameters
listed in this condition and at the specified locations. Instream monitoring shall be conducted as stated
in this permit should the permittee end its participation in the Association.
A. (14.) STRUCTURAL INTEGRITY INSPECTIONS OF ASH BASIN DAM
[I 5A NCAC 02K .0208]
The facility shall meet the dam design and dam safety requirements per 15A NCAC 2K.
A. (15.) FISH TISSUE MONITORING NEAR ASH BASIN DISCHARGE OUTFALL 008
[NCGS 143-215.3(a)(2)]
The facility shall conduct fish tissue monitoring annually and submit the results with the NPDES permit
renewal application. The objective of this monitoring is to evaluate potential uptake of pollutants by fish
tissue near the ash pond discharge. The parameters analyzed in fish tissue shall include arsenic, selenium,
and mercury. The monitoring shall be conducted in accordance with the sampling plan approved by the
Division. The plan should be submitted to the Division within 180 days from the effective date of the permit.
Upon approval, the plan becomes an enforceable part of the permit.
Copies of all the study plans, study results, and any other applicable materials should be submitted to:
1) Electronic Version Only (pdf and CD)
Division of Water Resources
WQ Permitting Section - NPDES
1617 Mail Service Center
Raleigh, NC 27699-1617
2) Electronic Version (pdf and CD) and Hard Copy
Division of Water Resources
Water Sciences Section
1623 Mail Service Center
Raleigh, NC 27699-1623
A. (16.) COMPLIANCE BOUNDARY
[ 15A NCAC 02L.0107]
The compliance boundary for the disposal system shall be specified in accordance with 15A NCAC 02L
.0107(a) or (b) dependent upon the date permitted. An exceedance of groundwater standards at or beyond
the compliance boundary is subject to remediation action according to 15A NCAC 02L .0106(c), (d), or (e)
as well as enforcement actions in accordance with North Carolina General Statute 143-215.6A through 143-
215.6C.
The compliance boundary map for this facility is incorporated herein and attached hereto as Attachment A.
A. (17.) APPLICABLE STATE LAW (State Enforceable Only)
[NCGS 143-215.1(b)]
Page 21 of 26
Permit NC0003433
This facility shall meet the General Statute requirements under NCGS § 130A-309.200 et seq. This permit
may be reopened to include new requirements imposed under these Statutes.
A. (18.) ADDITION OF OTHER WASTEWATERS TO ASH BASIN TREATMENT SYSTEM
[G.S. 143-214.1 (a)]
The Permittee may introduce on -site groundwater remediation wastewater as an additional influent to the
0.72 MGD capacity treatment system discharging only to Outfall 008 provided it does not result in violation
of NC water quality standards or EPA criteria. If necessary the Permittee shall determine what additional
treatment is required and then have operational prior to the addition of ground water wastewater.
The Permittee shall submit to the Division EPA Form 2C for the ground water wastewater addition no later
than 180 days after the introduction of the ground water wastewater to the treatment systems. The Division
may open upon further evaluation the permit and assign additional effluent limits or conditions.
A. (19.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[G.S. 143-215.1(B)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and program
reports. The final NPDES Electronic Reporting Rule was adopted and became effective on December 21,
2015.
NOTE: This special condition supplements or supersedes the following sections within Part II of this
permit (Standard Conditions for NPDES Permits):
• Section B. (11.
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting Requirements [Supersedes Section D. (2.) and Section E. (5.) (a)1
The permittee shall report discharge monitoring data electronically using the NC DWR's Electronic
Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and
submitted electronically using eDMR. The eDMR system allows permitted facilities to enter
monitoring data and submit DMRs electronically using the internet. The eDMR system may be
accessed at: https://deq.nc.gov/about/divisions/water-resources/edmr.
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility
being physically located in an area where less than 10 percent of the households have broadband
access, then a temporary waiver from the NPDES electronic reporting requirements may be granted
and discharge monitoring data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative
forms approved by the Director. Duplicate signed copies shall be submitted to the following address:
NC DEQ / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
Page 22 of 26
Permit NC0003433
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
See "How to Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due on the last day of the month following the
issuance of the permit or in the case of a new facility, on the last day of the month following the
commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following compliance
monitoring data and reports, when applicable:
Sewer Overflow/Bypass Event Reports;
Pretreatment Program Annual Reports; and
Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to Request a
Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(l)(9), the permittee must identify the initial recipient at the time of
each electronic submission. The permittee should use the EPA's website resources to identify the
initial recipient for the electronic submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means the entity
(EPA or the state authorized by EPA to implement the NPDES program) that is the designated entity
for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic reporting tool for each
type of electronic submission and for each state. Instructions on how to access and use the appropriate
electronic reporting tool will be available as well. Information on EPA's NPDES Electronic
Reporting Rule is found at: https://www.federalre ig ster.gov/documents/2015/10/22/2015-
24954/national-pollutant-discharge-elimination-system-npdes-electronic-reporting rule
Electronic submissions must start by the dates listed in the "Reporting Requirements" section above.
3. How to Request a Waiver from Electronic Reporting
The permittee may seek a temporary electronic reporting waiver from the Division. To obtain an
electronic reporting waiver, a permittee must first submit an electronic reporting waiver request to the
Division. Requests for temporary electronic reporting waivers must be submitted in writing to the
Division for written approval at least sixty (60) days prior to the date the facility would be required
under this permit to begin submitting monitoring data and reports. The duration of a temporary
waiver shall not exceed 5 years and shall thereupon expire. At such time, monitoring data and reports
shall be submitted electronically to the Division unless the permittee re -applies for and is granted a
new temporary electronic reporting waiver by the Division. Approved electronic reporting waivers
are not transferrable. Only permittees with an approved reporting waiver request may submit
monitoring data and reports on paper to the Division for the period that the approved reporting waiver
request is effective.
Page 23 of 26
Permit NC0003433
Information on eDMR and the application for a temporary electronic reporting waiver are found on
the following web page:
htlp:Hdeq.nc.gov/about/divisions/water-resources/edmr
4. Signatory Requirements [Supplements Section B. (11.) (b) and Supersedes Section B. (11.) (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person described in Part II,
Section B. (11.)(a) or by a duly authorized representative of that person as described in Part II, Section
B. (I 1.)(b). A person, and not a position, must be delegated signatory authority for eDMR reporting
purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an eDMR user
account and login credentials to access the eDMR system. For more information on North Carolina's
eDMR system, registering for eDMR and obtaining an eDMR user account, please visit the following
web page:
htlp:Hdeq.nc.gov/about/divisions/water-resources/edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system shall make
the following certification [40 CFR 122.22]. NO OTHER STATEMENTS OF CERTIFICATION
WILL BE ACCEPTED:
"I certify, 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. "
5. Records Retention [Supplements Section D. (6.)]
The permittee shall retain records of all Discharge Monitoring Reports, including eDMR submissions.
These records or copies shall be maintained for a period of at least 3 years from the date of the report.
This period may be extended by request of the Director at any time [40 CFR 122.41].
Page 24 of 26
Permit NC0003433
A. (20.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — Outfall 008B [I 5A
NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning on the effective date of this permit and lasting until expiration, the Permittee
is authorized to discharge on an emergency basis from Outfall 008B (emergency spillway). Such
discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
Flow
LIMITS
Monthly I Daily
Average I Maximum
MONITORING
Measurement
UIREMENTS
Sample
Waived I Estimate
Sample
Location
Effluent
Sampling of this spillway is waived due to unsafe conditions associated with sampling during an
overflow event.
The Permittee shall notify the Raleigh Regional Office (919) 791- 4200 no later than the end of the
next business day of the occurrence of an emergency discharge event including time of occurrence,
duration, and cause.
Page 25 of 26
Permit NC0003433
. - / = 1
Internal Outfall11��`
Ou 11:A
outII:C
•utfall 11:
PAO
USGS Quad: E22SE Moncure, NC
Outfall007 Outfall008 Outfall008(Proposed) Outfall009
,atitude: 35035'3" N 35035'37.7" N 35035'29.54" N 35035'37.9" N
ude:79°2'27" W 7903'4.6" W 7903'3.85" W 7903'4.1" W
Stream Class: WS-IV
Subbasin:03-06-07 HUC:03030002
iving Stream: Cape Fear River
N Facility Location
Cape Fear Steam Electric Plant NC0003433
Chatham
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Mr. Paul Draovitch, Senior Vice President
Environmental, Health and Safety
Duke Energy Carolinas, LLC
Mail Code EC13K
P.O. Box 1006
Charlotte, North Carolina 28201-1006
Dear Mr. Draovitch:
NORTH CAROLINA
Environmental Quality
August 19, 2020
Subject: Permit Major Modification
Permit NC0003433
Cape Fear Steam Electric Power
Plant
Chatham County
Facility Class I
We have received your request for a Major Modification of the subject facility. The request has been
granted. Enclosed with this letter is the modified permit. Please replace the existing permit with the
modified permit.
The permit modification contains the following significant changes from your current
permit:
• The new Emergency Spillway for the 1963/1970 inactive ash basin has been added to the permit.
The new Emergency Spillway will be designated as Outfall 008B [Lat.: 35°34'57.37" N, Long.:
79°02'57.50" V ].
No other changes have been made. This permit modification is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency.
Please take notice that this permit is not transferable. Part II, EA. addresses the requirements to be
followed in case of change in ownership or control of this discharge.
DE Q North Carolina Department of Environmental Quality Division of Water Resources
_ 512 North Salisbury Street 1 1617 Mail Service Center Raleigh, North Carolina 27699-1617
NORTH CAROLINA e
Department f Envi—.oe l pual� � 919.707.9000
If you have any questions or need additional information, please contact Sergei Chernikov, telephone
number (919) 707-3606 or email: sergei.chernikov@ncdenr.gov.
Sincerely,
S. Daniel Smith, Director
Division of Water Resources
cc: Central Files
NPDES Files
Raleigh Regional Office/Water Quality
WSS/Aquatic Toxicology Unit (e-copy)
EPA Region IV (e-copy)
Certificate Of Completion
Envelope Id: 17E1BCE372C748828912B103C4B06371
Subject: Signed Cape Fear Mod
Source Envelope:
Document Pages: 28 Signatures: 1
Certificate Pages: 2 Initials: 0
AutoNav: Disabled
Envelopeld Stamping: Disabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
Record Tracking
Status: Original
8/19/2020 7:08:36 AM
Signer Events
Jeffrey Poupart
jeff.poupart@ncdenr.gov
DWR
DEQ
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
In Person Signer Events
Editor Delivery Events
Agent Delivery Events
Intermediary Delivery Events
Certified Delivery Events
Carbon Copy Events
Sergei
sergei.chernikov@ncdenr.gov
DWR
DEQ
Security Level: Email, Account Authentication
(None)
Electronic Record and Signature Disclosure:
Not Offered via DocuSign
Witness Events
Notary Events
Envelope Summary Events
Envelope Sent
Certified Delivered
Signing Complete
Completed
Holder: Jeffrey Poupart
jeff.poupart@ncdenr.gov
Signature
EDocuSignetl by:
rD°�"
SFB19B649DD2478...
Signature Adoption: Pre -selected Style
Using IP Address: 24.162.252.119
Signature
Status
Status
Status
Status
Status
PIED
Signature
Signature
Status
Hashed/Encrypted
Security Checked
Security Checked
Security Checked
Docu5�".
6 S E C U R E 6
Status: Completed
Envelope Originator:
Jeffrey Poupart
217 W. Jones Street
Raleigh, NC 27699
jeff.poupart@ncdenr.gov
IP Address: 24.162.252.119
Location: DocuSign
Timestamp
Sent: 8/19/2020 7:09:09 AM
Viewed: 8/19/2020 7:09:16 AM
Signed: 8/19/2020 7:11:09 AM
Freeform Signing
Timestamp
Timestamp
Timestamp
Timestamp
Timestamp
Timestamp
Sent: 8/19/2020 7:11:09 AM
Viewed: 8/20/2020 6:28:41 AM
Timestamp
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Timestamps
8/19/2020 7:11:10 AM
8/19/2020 7:09:16 AM
8/19/2020 7:11:10 AM
8/19/2020 7:11:10 AM
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