NC0003433_Fact Sheet_20160916

DEQ/DWR
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES PERMIT NC0003433
Facility Information
Applicant/Facility Name: Duke Energy Progress LLC- Cape Fear Steam Electric Plant
Applicant Address:
500 CP&L Road, Moncure, NC 27599
Facility Address:
500 CP&L. Road, Moncure, NC 27599
Permitted Flow:
Outfall 008 -1.93 Dail • Maximum
T). -pe of Waste:
100% Industrial
Facility/Permit Status:
Class II/Renewal and Major Modification SIC 4911
Count},:
Chatham
Miscellaneous
Receiving Stream
Index 17Q10s
Outfall 007 — Unnamed tributary to Cape Fear River 18-(1
Outfall 008 - Cape Fear River 18-(1)
Outfall 009 — Shaddox Creek 16-43
Outfall 010A, 010B — Unnamed tributary to Cape Fear River 18-(1)
Outfalls 011A, 011B4O11C, 011D — Cape Fear River 18417
Stream Classification:
WS -IV
303(d) Listed?:
No
HUC No.:
03030002
Subbasin:
03-06-07
Cape Fear River Stream Statistics - 2016
Drainage (Mi):
-
Summer - 7Q10 cfs):
Not defined'
Winter - 7Q 10 cfs) :
fined '
30Q2 cfs :
fined'
LNot
QA cfs :
fined'
0
QA IWC
'cfs 7Q10�
0 100%
- 100%
0 100%
0 100%
- 1 100%
Re onal Office: Rale' h
USGS TooQuad: E22SE Moncure, NC
Permit Writer: Ron Beriv
Date: 10/3/16
Note:
1. Complex nature of this section of the Cape Fear River does not yield a
definable 7Q 10, 30Q2, QA stream statistics per USGS.
Current Status
Duke Energy's ceased operation of its combined 400 megawatts, coal -fire and
combustion turbine, Cape Fear Steam Electric Plant in 2011. Except for a single small
(less than 0.1 MGD) episodic discharge in February 2016 from a leaking valve, the last
consistent discharge from this facility was in July 2014. The plant was dismantled and
no longer withdraws water from the Cape Fear River nor discharges wastewater as
defined for an active operation of a steam electric generation facility. Currently, there
are five ash basins, three which contain a visible water level, and no treatment facilities.
As part of the current active NPDES issued in 2011, storm water was separated and is
covered under its own permit.
In July 2014 Duke Energy submitted a modification application to amend permit
conditions to address operation changes and recently identified unpermitted seeps.
Subsequent application amendments have been submitted to update data and to
request additional modifications. In February 2016, a request was made by the
Permittee to accept the permit modification application under review as the required
permit renewal application. During the interim Duke continued to provided documents
Page 1 of 15

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 2 NPDES No. NC0003433
and data associated with identified seeps as well as data associated with the ash basins
bulk wastewater decanting/ dewatering analyses. As part of the final August 2016
amended application Duke Energy requested:
• Activation of the former 1963/1970 ash basin stormwater Outfall 008 as an
NPDES outfall for discharging ash basins treated decanting/ dewatering and
other treated wastewater from two proposed treatment facilities with a
requested flow limit of 1.78 MGD.
• Provisions to allow for future on-site treated groundwater wastewater discharge
to Outfall 008. The treatment systems will be modified as needed.
• Provisions to allow for future on-site treated ash landfill leachate wastewater
discharge to Outfall 008 once all on-site ash basin decanting/ dewatering
activities are completed/ terminated. The treatment systems will be modified as
needed.
• Approval for repurposing existing Internal Outfalls 001 and 005 for emergency
overflow discharges for East and West Ash Basins until completion of their
decanting process (Outfall 001 and 005 discharge to Outfall 007 effluent
channel) .
• Approval for a new emergency overflow Internal Outfall 008A for 1963/1970
Ash Basin until completion of its decanting process (Outfall 008A will discharge
to Outfall 008).
• Approval to collect and monitor AOWs (area of wetness) S-05, S-07, S-08, S-09,
S-12 in the existing designated Outfall 007 effluent channel as contributing
flows to Outfall 007.
• Approval not to require notification to the Division of any newly identified AOWs
that contribute flow to any existing Outfalls.
In conjunction with the August 2016 application amendment, Duke Energy
withdrew its previous request for NPDES coverage for AOWs S-01, S-02, S-03,
S-06, S-11, S-13, S-14 based on the confirmation by sampling data of the lack
of pollutants being released to waters of the state.
The facility can discharge to three stream locations, Shaddox Creek, unnamed
tributaries to the Cape Fear River, and the Cape Fear River. All streams are
classified as WS -IV. For this permit, based on the USGS 2016 review and
recommendation, all three locations are considered undefined flow or "zero" flow
streams. This facility is subject to EPA effluent guidelines 40 CFR 423 and to NC
Senate Bill 729 (Coal Ash Management Act).
Outfall Description for Proposed Permit
Internal Outfall 001 - West Ash Basin
This existing outfall will be re -designated as requested by the Permittee as an emergency
discharge only and will consist of ash basin comingled decanting wastewater and storm water.
This will be limited to discharging excess wastewater above the available treatment plant
capacity during an eminent threat of West Ash Basin overflow to the facility's effluent channel.
The channel discharges through Outfall 007.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 3 NPDES No. NC0003433
Internal Outfall 005 - East Ash Basin
This existing outfall will be re -designated as requested by the Permittee as an emergency
discharge only and will consist of ash basin comingled decanting wastewater and storm water.
This will be limited to discharging excess wastewater above the available treatment plant
capacity during an eminent threat of East Ash Basin overflow to the facility's effluent channel.
The channel discharges through Outfall 007.
Outfall 007 - Combined Wastewater
This existing outfall will discharge as requested by the Permittee the accumulated flows of
designated seeps S-05, S-07, S-08, S-12, storm water, and episodic emergency flow from
Internal Outfalls 001 and 005. Outfall 007 discharges to an unnamed tributary to the Cape Fear
River.
Outfall 008 - Combined Wastewater
This outfall was a previous retired 1963/1970 Ash Basin storm water outfall and as requested by
the Permittee will be re -activated as a NPDES. discharge. It will be designated for the discharge
of the combined flows of treated wastewater from the two proposed on-site treatment facilities,
and for the episodic emergency flow from Internal Outfall 008A. Outfall 008 discharges to the
Cape Fear River.
Internal 008A - 1963/1970 Ash Basin
This will be a new outfall requested by the Permittee and will be designated as an emergency
discharge only, and will consist of ash basin comingled decanting wastewater and storm water.
This will be limited to discharging excess wastewater above the available treatment plant
capacity during an eminent threat of 1963/1970 Ash Basin overflow to Outfall 008.
Outfall 009.7 S_eet}
This will be a new outfall required to address the discharge from designated seep S-04 associated
with the East Ash Basin. Outfall 009 discharges into an existing ditch that discharges into
Shaddox Creek.
Outfalls 010A and OlOB_- Seeps
These will be new outfalls required to address the discharge from designated seeps S-09, S-10
associated with the East Ash Basin. Outfalls O1 OA and O1 OB discharge into existing ditches that
discharge into an unnamed tributary to the Cape Fear River.
Outfalls 011A_ 011B. 01 ICD, 011D — Seeps
These will be new outfalls required to address the discharge from designated seeps S-15, S-16,
S-17, S-18 associated with the 1963/1970 Ash Basin. Outfalls 011A, 01B, 011C, and 011D
discharge to the Cape Fear River.
Compliance Review
During this permit cycle while operating as a steam electric generating facility up to shutting down
in May 2014, the facility had two TSS limit violations on Internal Outfall 005 and some monitoring
frequency violations. No fines were assessed.
A total of 11 chronic toxicity tests at 90% effluent concentration using ceriodaphnia dubia were
performed and passed.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 4 NPDES No. NC0003433
During this permit cycle samples were taken from 13 monitoring wells for 22 parameters 3/ Year.
Groundwater violations were noted for Total Manganese, Total Iron, Total Boron, Total
Vanadium, TSS, Total Cobalt, Sulfates, Total Selenium, Total Cadmium, Total Chromium, and
Total Thallium. As required the Permittee is preparing an Action Plan to address groundwater
remediation that will be submitted to the Groundwater Protection Branch for final approval.
Instream Monitoring
As part of the required site seep investigation and reporting, instream samples were taken in July
2014 in the Haw River at the mouth of Shaddox Creek, upstream in Shaddox Creek, in the Cape
Fear River just upstream of the mouth of the unnamed tributary that receives flow from Outfall
007, and in the Cape Fear River approximately 1.9 miles downstream from the mouth of the
unnamed tributary. There was a notable reduction in impact to the concentration of the measured
constituents that entered Haw River from Shaddox Creek most likely from dilution. The Cape Fear
River samples did not show any significant differences. There were no reported values that violated
NC water quality standards or EPA criteria.
Fish Tissue Study Near Ash Basins
As required a fish tissue study was conducted in the Cape Fear River in May 2014 to evaluate the
uptake of arsenic, mercury, and selenium by fish near the ash basin discharge. There were four
fish tissue samples out of the thirty-six sample taken, three upstream and one downstream, that
were >_ the Mercury 2006 NC Health Directors Action Advisory Level of 0.4 µg/9 fresh weight.
The fish tissue samples Mercury levels ranged from < 0.04 to 0.68 µg/g fresh weight. There was
no exceedance of the arsenic or the selenium fish tissue fresh weight criteria for any fish tissue
sampled.
Proposed Permitting: Action
To implement the 2014 Coal Ash Management Act, this facility must decant and dewater the ash
basins, and then excavate the ash to an approved landfill. Currently, there are three ash basins
scheduled for decanting/dewatering at this site. The Permittee is planning on seeking approval to
construct a lined ash landfill on-site and to construct and begin operation of a groundwater
remediation system.
The Permittee proposes to install two ash basin treatment facilities for treatment of ash basin
decanting and dewatering wastewater that will mix and discharge through Outfall 008. In addition,
the Permittee proposes to add groundwater remediation wastewater as an influent to the ash basin
treatment units at some point. Once all the ash basin decanting and dewatering is completed, the
Permittee has requested the option to add on-site ash landfill leachate to the treatment units'
influent in conjunction with groundwater remediation wastewater, and continue to be allowed to
discharge treated wastewater from Outfall 008. For the purposes of determining the maximum
permitted flow and daily limit for Outfall 008, the maximum treatment capacity of 1.93 MGD was
calculated based on 600 GPM (groundwater) and 70 GPM (leachate) being sent to each treatment
unit.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 5 NPDES No. NC0003433
The East and West Ash Basins bulk water and interstitial water analyses was accepted as
representing the bulk water and interstitial water characteristics for the 1963/1970 Ash Basin.
The Permittee will be required to notify the Division when the initial ash basin decanting process
begins, and when a change in the purpose and the wastewater sources occurs to Outfall 008, to
ensure the appropriate requirements are applied. The change in wastewater sources will also
require submittal of EPA Form 2C. The permit may be opened to implement additional
requirements if warranted.
As a result of the decommissioning and removing of the steam and turbine components, removing
of the domestic WWTP, and eliminating of other related on-site sources, the following current
permit Special Conditions are no longer applicable and will be removed from this permit:
- A. (2.) Internal Outfall 003
- A. (6) Intake Screen Backwashing
- A. (7.) Biocide Condition
- A. (8.) Domestic Wastewater Treatment Plant
- A. (10.) Section 316 (b) of CWA
Internal Outfalls 001, 005, and 008A - Ash Basins Emerrencv Overflow Dischar 7e
The Permittee requested internal outfalls be allowed for the three ash basins to address potential
emergency overflow events. Currently, the East Ash Basin Internal Outfall 005 and the West Ash
Basin Internal Outfall 001 will be adapted as emergency overflow discharging to the facility's
effluent channel which discharges through Outfall 007. The 1963/1970 Ash basin will require a
new emergency overflow outfall, Internal Outfall 008A. The emergency overflow wastewater from
Internal Outfall 008A will mix with the treated ash basin treatment systems wastewater effluent
and then can discharge through Outfall 008. Table 1 lists the monitoring requirements for the ash
basin emergency overflow internal outfalls based on 40 CFR 423 effluent guidelines and NC water
quality standards.
Table 1: Ash Basin Emergency Overflow Internal Outfalls
Parameter
Monitoring
Sample
Re uirements
Requirements 1,2
Flow
Monitor &Report, MGD
Daily during
Pump Logs,
meters, or
Episodic Event
estimate
pH
6.0:S pH < 9.0 S.U.
Weekly
Grab
Total Suspended Solids
30.0 mg/L MA
1.00.0 mg/L DM
Weekly 1—
1
Grab
Oil and Grease
15.0 mg/L MA
20.0 mg/L DM
Weekly
Grab
Notes
1. During a discharge event, the flow shall be reported daily and the TSS, pH, Oil &
Grease shall be monitored and reported weekly including at least once during a
discharge event for an event duration of less than a week.
2. Effluent sampling shall be conducted on effluent from the Ash Basin emergency
overflow discharge prior to mixing with any other waste stream.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 6 NPDES No. NC0003433
Outfall 008 - Ash Basin Decantint,
Treated ash basin decanting wastewater will be pumped and mixed from the two on-site ash basin
treatment facilities before discharging from Outfall 008. Monitoring for ash basin decanting
pollutants, and monitoring and limits for Flow, pH, TSS, Oil & Grease, and Chronic toxicity, and
narratives will be applied based on the strategy for decanting.
Reasonable Potential (RP) Analyses
A RP analyses was conducted based on the highest July/August 2014 toxicant measurements from
each East and West Ash Basins bulk water measurements and applying the new NC WQS and
EPA criteria. Based on the analyses the following additional permitting actions are proposed for
decanting:
• Monitor with Limit
The flowing parameters will receive a WQBEL requirement, since the RP exists to violate NC
WQS and EPA Criteria: Arsenic, Copper, Fluoride, Molybdenum, Nickel, Selenium, Sulfates,
Thallium, Zinc
• Monitor Only
The following parameters will receive a monitoring only requirement since the predicted value >
50% of the Allowable Cw: Total Barium, Chlorides
The following parameter will receive a monitoring only requirement, since the MDL > Allowable
Cw and > PQL: Cadmium
• No Limit or Monitoring
The following parameters will not receive a limit or monitoring requirement, since there were no
detects and the MDL < WQBEL: Chromium VI, Chromium III, Total Chromium, Lead, Antimony
A spreadsheet of the RP Analyses is attached to this Fact Sheet.
Mercury TMDL
A mercury TMDL was approved by US EPA in October 2012 and will be implemented in this
permit. All reported data was above the TBEL and the annual average WQBEL, in this case, the
WQBEL as an annual average will be required. See RP Analyses spreadsheet for Mercury data.
Upon commencing of an ash basin dewatering process the terms and conditions associated with
the dewatering process automatically supersede the decanting effluent page limitations. Table 2
summarizes the proposed Outfall 008 decanting requirements.

NPDES PERMIT FACT SHEET
Page 7
Duke Energy Progress LLC- Cape Fear Facility
NPDES No. NC0003433
Table 2: Ash Basin Decanting Outfall 008
_
Monitoring DMR
Parameter Requirements Monitoring Basis
Frecluency
Flow 1.93 MGD DM Daily Decanting strategy,
15A NCAC 2B .0505
6.0:5 pH < 9.0 S.U.
Decanting strategy, l
PH Continuous Monthly
15A NCAC 2B .0200
monitorin �/auto shutoff
30.0 mg/L MA
TSS 100 mg/L DM Decanting strategy,
Monthly EPA requirement,
Continuous
monitoring/auto shutoff 40 CFR 423
Oil & Grease 15.0 mg/L MA Decanting strategy,
Monthly
20.0 m L DM 40 CFR 423
Total Arsenic 10.0 gg/L MA Monthly RP to exceed NC WQS and
10.0 /L DM EPA criteria
Total Copper
7.9 µg/L MA
Monthly
RP to exceed NC WQS and
10.5 g/L DM
12 ng/L, annual averse
Monthly
EPA criteria
Total Mercury
Mercury TMDL
Total Molybdenum 160 gg/L MA Monthl RP to exceed NC WQS and
y
160 /L DM EPA criteria
Total Nickel 25.0 µg2 MA Monthly RP to exceed NC WQS and
y
25.0 cg/L DM EPA criteria
Total Selenium 5.0 µg/L MA Monthly RP to exceed NC WQS and 1
56.0 pg/L DM EPA criteria
Total Thallium 0.24 µg/L MA Monthly RP to exceed NC WQS and
0.24 y /L DM EPA
criteria
Total Zinc 125.7 µg/L MA Monthly RP to exceed NC WQS and
125.7 L DM C EPA criteria
_
Fluoride 1.8 mg/L MA Monthly RP to exceed NC WQS and
1.8 m IL DM EPA criteria
Sulfates 250 mg/L MA Monthly RP to exceed NC WQS and
......... 250 mg/L DM EPA criteria
Turbidity Net Turbidity:5 50 NTU Monthly Decanting strategy,
EPA requirement
Total Hardness Monitor & Report, mg/L I Monthly Collect data for RP analyses
Total Barium Monitor & Report, mg/L Monthly Maximum predicted value >
allowable Cw
Total Cadmium Monitor & Report, gg/L Monthly MDL > Allowable Cw and >
PQL
Chlorides Monitor & Report, mg/L Monthly Maximum predicted value >_
allowable Cw
Nitrate/Nitrite as N Monitor & Report, mg/L Monthly Decanting strategy,
_ 40 CFR 423
Chronic Toxici 90% concentration, P/F Monthly DEQ Toxicity Policy
Total Kjeldahl Nitrogen
Monitor & Report, mg/L
Quarterly
Needed to calculate TN
Total Nitrogen
Monitor & Report, mw"L
Quarterly
15A NCAC 02B .0500
Total Phosphorus
Monitor & Report, mg/L
Quarterly
15 A NCAC 02B .0500

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 8 NPDES No. NC0003433
Outfall 008 Ash Basin Dewatering ( and/or combination Dewatering: Decanting
Treated ash basin dewatering wastewater will be pumped and mixed from two on-site ash basin
treatment facilities before discharging from Outfall 008. It may be possible to mix treated
decanting and dewatering wastewater in which case Outfall 008 discharge is deemed dewatering.
Monitoring for ash basin dewatering pollutants, and monitoring and limits for Flow, pH, TSS, Oil
& Grease, and Chronic toxicity, and narratives will be applied based on the strategy for dewatering.
Reasonable Potential (RP) Analyses
A RP analyses was conducted based on the highest July/August 2014 toxicant measurement from
the East and West Ash Basins interstitial water and applying the new NC WQS and EPA criteria.
Based on the analyses the following additional permitting actions are proposed for watering:
• Monitor with Limit
The flowing parameters will receive a WQBEL requirement, since the RP exists to violate
NC WQS and EPA criteria: Arsenic, Barium, Chromium VI, Chromium III, Total
Chromium, Copper, Fluoride, Lead, Molybdenum, Nickel, Selenium, Sulfates, Thallium,
Zinc
• Monitor Onl%
The following parameter will receive a monitoring only requirement since the predicted value >
50% of the Allowable Cw: Chlorides
The following parameters will receive a monitoring only requirement, since the MDL > Allowable
Cw: Antimony, Cadmium
A spreadsheet of the RP Analyses is attached to this Fact Sheet.
Mercury TMDL
A mercury TMDL was approved by US EPA in October 2012 and will be implemented in this
permit. All reported data was above the TBEL and the annual average WQBEL, in this case, the
WQBEL as an annual average will be required. See RP Analyses spreadsheet for Mercury data.
In summary, the monitoring requirements for Ash Basin Dewatering are the same as Table 2 with
the following modifications:
• Add limits for Barium, Copper
• Add monitoring and limits for Lead, Chromium VI, Chromium lII
• Add monitoring for Antimony, Cadmium, and Total Chromium
• Increase DMR monitoring frequency to weekly for designated dewatering parameters
Outfall 008 Ash Basin Dewatering, [and/or combination Dewatering Decantini�'Groundwater
Remediation
On-site groundwater remediation wastewater will be pumped and mixed with the ash basin
dewatering wastewater, treated, and discharge from Outfall 008. A review of the existing site
groundwater monitoring data was conducted, and several toxicants of concern were noted. The
monitoring requirements will remain the same as the dewatering requirements with the following
modifications to address additional groundwater remediation concerns:
• Add limits for Antimony, Cadmium, and Chlorides
• Add monthly monitoring for Aluminum, Manganese, 'IDS

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 9 NPDES No. NC0003433
Outfall 008 - Groundwater Remediation
Upon completion/termination of ash basin dewatering and continued or beginning of on-site
groundwater remediation, the groundwater remediation wastewater will be pumped to the ash
basin treatment systems, treated, mixed, and discharged from Outfall 008. The parameters of
concern remain the same as the parameters of concern for the combined dewatering and
groundwater remediation wastewater, but will be modified and implemented as a permitted Class
II groundwater remediation facility as shown in Table 3.
Table 3: Outfall 008 — Groundwater Remediation
Parameter Requirements/Limits
�F­Iow Monitor & Re ort, MGD
pH 6.0 < H < 9.0 S.U.
_ C —
TSS 30.0 mg/L MA
30.0 mg/L DM
Oil & Grease
Toxicants (Limits)
Toxicants (No Limits)
Total Mercury
Turbidity
Total Hardness
Nitrate/Nitrite as N
Chronic Toxicitv
15.0 mg/L MA
20.0 mg/L DM
Same as Outfall 008 -
dewatering/groundwater
remediation
Net Turbic
Monitor &
Monitor &
90% cone
DMR
I Monitoring
Frequency
Week_
Weekly
Weekly
Weekly
Weekly
Basis
15A NCAC 2B.0505
15A NCAC 2B.0200
Groundwater Remediation
Strategy NCG510000
Pollutant of concern,
40 CFR 423
Pollutants of concern,
15A NCAC 2B .0500
Monthly Pollutants of interest
15A NCAC 2B.0500
Monthly Parameter of concern
M
Merrury TMDL
< 50 NTU I Weekly 15A NCAC 2B .0200
P/F
Collect data for RP anal
Needed to calculate TN
Toxici
Outfall 008 - Groundwater Remediation/Ash Landfill Leachate
Upon completion/termination of ash basin dewatering and continued or beginning of groundwater
remediation, and with the addition of on-site ash landfill leachate, the combined groundwater
remediation wastewater and leachate wastewater will be mixed in the ash basin treatment systems'
influent, treated, and discharged from Outfall 008. The Permittee provided an analyses of a similar
ash basin landfill leachate from another facility for review, and several toxicants of concern were
noted. The monitoring requirements will remain the same as the groundwater remediation
requirements with the following modifications:
• Add weekly monitoring with limits for Silver
• Add weekly monitoring for Temperature
• Add monthly monitoring for Conductivity
Seep Outfalls
The facility identified 18 non -engineered discharges from seepage from the ash settling basins.
However, 7 of the seeps do not need coverage under this permit based on the low concentration of
the constituents associated with coal ash and/or absence of the discharge to the "Waters of the
State". These seeps are not considered point source wastewater discharges under the Clean Water
Act.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 10 NPDES No. NC0003433
An effluent channel determination was completed by the Division on September 2, 2016. The seeps
listed in Table 4 were identified as effluent channels and are depicted on the permit map. Seeps S-
05, 5-07, 5-08, 5-12 are tributaries through the facility's effluent channel to Outfall 007 which
discharges to an unnamed tributary to the Cape Fear River. Outfall 009 discharges to Shaddox
Creek. Outfalls O1 OA and O1 OB discharge to an unnamed tributary to the Cape Fear River. Outfalls
011 A, 011 B, 011 C, and 011 D discharge to the Cape Fear River.
Table 4: Seeps Discharge Coordinates and Assigned Outfall Numbers
Discharge ID
Latitude
Longitude
Outfall number
5-04
350 35' 35" N
790 2'
34" W
009
5-05
350 35' 25" N
790 2'
48" W
007
S-07
350 35' 24" N
790 2'
37" W
007
S-08
350 35' 9" N
790 2'
34" W
007
S-09
350 35' 9" N
790 2"
23" W
010A
5-10
35° 35' 9" N
790 2'
19" W
010B
5-12
350 35' 16" N
790 2'
41" W
007
5-15
5-16
S-17
350 35' 20" N
35° 35' 25.2" N
350 35' 26" N
790 3'
790 3'
790 3'
5" W
5" W
S" W
01 IA
01 IC
O11D
5-18
350 35' 24.9" N
790 3"
5" W
O11B
Within 180 days of the effective date of this permit, the permittee shall demonstrate, through in -
stream sampling meeting the requirements of condition A. (23.), that the water quality standards
in the receiving stream are not contravened.
Discharges from Seepage Identified After Permit Issuance
The facility shall comply with the "Plan for Identification of New Discharges" as contained in
Attachment 2. For any discharge identified pursuant to this Plan, the facility shall, within 90 days
of the seep discovery, determine if the discharge seep meets the state water quality standards
established in 15A NCAC 2B .0200 and submit the results of this determination to the Division.
If the standards are not contravened, the facility shall conduct monitoring for the parameters
specified in A. (11.).
If any of the water quality standards are exceeded, the facility shall be considered in violation until
one of the options below is fully implemented:
1) Submit a complete application for 404 Permit (within 30 days after determining that a water
quality standard is exceeded) to pump the seep discharge to one of the existing outfalls, install
a pipe to discharge the seep to the Cape Fear River, or install an in-situ treatment system. After
the 404 Permit is obtained, the facility shall complete the installation of the pump, pipe, or
treatment system within 180 days from the date of the 404 permit receipt and begin
pumping/discharging or treatment.
2) Demonstrate through modeling that the decanting and dewatering of the ash basin will result in
the elimination of the seep. The modeling results shall be submitted to the Division within 120
days from the date of the seep discovery. Within 180 days from the completion of the
dewatering the facility shall confirm that the seep flow ceased. If the seep flow continues, the
facility shall choose one of the other options in this Special Condition.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 11 NPDES No. NC0003433
3) Demonstrate that the seep is discharging through the designated "Effluent Channel" and the
water quality standards in the receiving stream are not contravened. This demonstration should
be submitted to the Division no later than 180 days from the date of the seep discovery. The
"Effluent Channel" designation should be established by the DEQ Regional Office personnel
prior to the issuance of the permit. This permit shall be reopened for cause to include the
"Effluent Channel" in a revised permit.
All effluent limits, including water quality -based effluent limits, remain applicable
notwithstanding any action by the Permittee to address the violation through one of the identified
options, so that any discharge in exceedance of an applicable effluent limit is a violation of the
Permit as long as the seep remains flowing.
New Identified Seeps
If new seeps are identified, the facility shall follow the procedures outlined above. The deadlines
for new seeps shall be calculated from the date of the seep discovery. The new identified seeps are
not permitted until the permit is modified and the new seep included in the permit and the new
outfall established for the seep.
Reasonable Potential (RP-) Analw ses For Proposed Seep -Based Outfalls
A RP analyses was conducted for each seep -based outfall using the reported 2014-2016 seeps
measurements for Antimony, Arsenic, Barium, Cadmium, Chlorides, Chromium, Copper,
Fluoride, Lead, Molybdenum, Nickel, Selenium, Sulfates, Thallium, and Zinc. The IWC was
100% for all seeps as no stream dilution was applicable. For summary purposes, the RP Analyses
seep flows were multiplied by a safety factor of 10 but had no impact on the IWC. The seeps
Mercury data was used to evaluate each seep -based outfall for implementation of the October 2012
Mercury TMDL. As a result of the RP Analyses and the Mercury TMDL, the following additional
permitting actions are proposed in conjunction with continuing the seep's same monitoring
parameters:
Outfall 007 - S-05, S-07, S-08, and S-12
• Monitor with Limit
WQBEL will be required since the RP exists to violate NC WQS and EPA Criteria:
Arsenic, Cadmium, Copper, Molybdenum, Nickel, Sulfates, Thallium
• No Limit or MonitorinL,
No limit or monitoring will be required since there were no detects and the MDL <
WQBEL: Chromium VI, Chromium III, Antimony
• Mercury TMDL
All reported seep data was below the TBEL and the annual average WQBEL, in this case,
monitoring only will be required.
Note: Since the estimated flow will be above 0.05 MGD, quarterly monitoring for Total
Kjeldahl Nitrogen, TN, and TP will be required.
Outfall 009 - S-04
Monitor with Limit
The following parameters will receive WQBEL requirements in conjunction with seep
monitoring, since the RP exists to violate NC WQS and EPA Criteria: Arsenic, Cadmium,
Chromium VI, Copper, Lead, Nickel, Selenium, Sulfates, Thallium

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 12 NPDES No. NC0003433
• No Limit or MonitorinL,
The following parameter will not receive a limit or monitoring, since there were no detects and the
MDL < WQBEL: Fluoride, Chromium III
• Mercury TMDL
All reported data was below the TBEL and the annual average WQBEL, in this case, monitoring
only will be required.
Outfall 010A - 5-09
• Monitor with Limit
The following parameters will receive WQBEL requirements in conjunction with seep
monitoring, since the RP exists to violate NC WQS and EPA Criteria: Sulfates
• No Limit or Monitoring.,
The following parameter will not receive a limit or monitoring, since there were no detects and the
MDL < WQBEL: Antimony, Chromium VI, Chromium III
• Mercury TMDL
All reported data was below the TBEL and the annual average WQBEL, in this case, monitoring
only will be required.
Outfal1010B - 5-10
• Monitor with Limit
The following parameters will receive WQBEL requirements in conjunction with the seep
monitoring, since the RP exists to violate NC WQS and EPA Criteria: Arsenic, Copper,
Lead
• No Limit or Monitoring.,
The following parameters will not receive a limit or monitoring, since there were no detects and
the MDL < WQBEL: Antimony, Chromium VI, Chromium III, Fluoride
• Mercury TMDL
All reported data was below the TBEL but the annual average exceeds the WQBEL, in this case,
monitoring with a WQBEL annual average will be required.
Outfall 01 IA — 5-15
• Monitor with Limit
The following parameters will receive WQBEL requirements in conjunction with seep
monitoring, since the RP exists to violate NC WQS and EPA Criteria: Arsenic,
Molybdenum, Thallium, Sulfates
• No Limit or Monitorins-,
The following parameter will not receive a limit or monitoring, since there were no detects and the
MDL < WQBEL: Antimony, Chromium VI, Chromium III
• Mercu:-�- TMDL
All reported data was below the TBEL and the annual average WQBEL, in this case, monitoring
only will be required.
Outfall 011 B — 5-18
There was no data available as there was insufficient flow to take a sample upon discovery
and reporting by the Permittee. Adjacent seeps 5-15, 5-17, 5-18 were considered
representative so their RP Analyses and were used for determining 5-18 requirements as
follows:

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 13 NPDES No. NCO003433
• Monitor with Limit
The following parameters will receive WQBEL requirements in conjunction with seep
monitoring: Arsenic, Fluoride, Molybdenum, Nickel, Sulfates, Thallium, Zinc
• No Limit or Monitorin
The following parameter will not receive a limit or monitoring: Antimony
• MercuEy TMDL
With no sample there was no Mercury data. Mercury is a major parameter of concern for ash basin
seeps, in this case, monitoring with a WQBEL annual average will be required.
Outfall 01 IC — 5-16
• Monitor with Limit
The following parameters will receive WQBEL requirements in conjunction with the seep
monitoring, since the RP exists to violate NC WQS and EPA Criteria: Arsenic, Fluoride,
Nickel, Sulfates, Thallium, Zinc
• No Limit or Monitoring
The following parameters will not receive a limit or monitoring, since there were no detects and
the MDL < WQBEL: Antimony, Chromium VI, Chromium III
• Mercury TMDL
All reported data was below the TBEL but the annual average exceeds the WQBEL, in this case,
monitoring with a WQBEL annual average will be required.
Outfall 011 D — 5-17
• Monitor with Limit
The flowing parameters will receive WQBEL requirements in conjunction with the seep
monitoring, since the RP exists to violate NC WQS and EPA Criteria: Lead, Nickel,
Sulfates, Zinc
• No Limit or Monitoring
The following parameters will not receive a limit or monitoring, since there were no detects and
the MDL < WQBEL: Antimony, Fluoride, Chromium VI, Chromium III
• Mercury TMDL
All reported data was below the TBEL but the annual average exceeds the WQBEL, in this case,
monitoring with a WQBEL annual average will be required.
Spreadsheets of the seeps RP Analyses are attached to this Fact Sheet and include Mercury data.
In addition to the requirements for each seep -based outfall, monitoring and limits will be required
as listed in Table 5.

NPDES PERMIT FACT SHEET
Page 14
Table 5: Additional Pro -
Duke Energy Progress LLC- Cape Fear Facility
NPDES No. NC0003433
Seep -Based Outfall
Parameter Limits/Monitoring Basis
Requirements
Flow, MGD Monitor & Report 15A NCAC 2B .0505
pH 6.0 < pH < 9.0 S.U. WQ,15A NCAC_2B .0200
TSS 30.0 mg/L MA 40 CFR 423.12(b)(4)
100.0 mg/L DM
Oil & Grease40 CFR 423.12
15.0 mg/L MA 423.12(b)(4)
20.0 mg/L DM j
Aluminum, mg/L
Nitrate/Nitrite as N, mg/1
TDS, mg/L Monitor & Report
Temperature, °C
Conductivity, µmho/cm
Parameters of Concern
Instream Monitorint:
The current permit did not require instream monitoring. The proposed permit will require
semiannual instream monitoring and reporting for Total Arsenic, Total Cadmium, Total
Chromium, Total Copper, Total Lead, Total Hardness, Total Mercury (Method 1631E), Total
Selenium, and Total Zinc at the locations listed in Table 6.
Table 6: Instream Monitoring Locations
Instream Sample Description
Upstream Outfall 008
Upstream Outfall 008
Downstream Outfall 008
Location
0.9 miles upstream from Outfall 008 in Cape Fear River
50 ft upstream from Outfall 008 in Cabe Fear River
1.2 miles downstream from Outfall 008 in Cape Fear River
Upstream Outfall 009 , East side SRI 916 Bridge, Shaddox Creek
(confluence with Shaddox Creek)
Downstream Outfall 009
(confluence with Shaddox
Downstream 007
CP&L Railroad Bridge, Shaddox Creek
2,900 ft downstream from Outfall 007
tributary to the Cape Fear River
in the unnamed
Summary of Proposed Changes
1. Eliminated Internal Outfall 003; Special Conditions A. (6.) Intake Screen Backwash, A. (7.) Biocide
Condition, A. (8.) Domestic Wastewater Treatment Plant, A. (10.) Section 316(b) of CWA; as they are
no longer applicable.
2. Modified Internal Outfalls 001 and 005 limitation pages to define the monitoring and limits
requirements for the emergency overflow that may occur discharging from the West and East Ash
Basins.
3. Modified Outfall 007 limitation page to define the monitoring and limit requirements for the identified
seeps discharging from Outfall 007.
4. Modified Special Condition A. (19.) Chronic Toxicity Limit (Quarterly) to be re -assigned to Outfall
008.
5. Modified Supplement to Permit Cover Sheet to show the new outfalls' configuration.

NPDES PERMIT FACT SHEET Duke Energy Progress LLC- Cape Fear Facility
Page 15 NPDES No. NC0003433
6. Added new multiple Outfall 008 limitation pages to define special narratives, and the monitoring and
limits requirements for various combination of treated wastewater sources of ash basin decanting, ash
basin dewatering, on-site groundwater remediation, and on-site ash landfill leachate that will occur
discharging from Outfall 008.
7. Added new Internal Outfall 008A limitation page to define the monitoring and limits requirements for
the emergency overflow that may occur discharging from the 1963/1970 Ash Basin.
8. Added new seep -based Outfalls 009, 010A, 010B, 011A, 011B, 011C, 011D limitation pages to define
the monitoring and limit requirements for identified seeps discharging to waters of the state.
9. Added instream monitoring to monitor the impact of the permitted discharges on the receiving
streams.
10. Added Special Condition A. (18.) Chronic Toxicity Limit (Monthly) for decanting/dewatering activities
from Outfall 008.
11. Added Special Condition A. (25.) Addition of Other Wastewater to Ash Basin Treatment Systems for
submittal of EPA Form 2C upon addition of groundwater and ash landfill leachate wastewater to
treatment systems.
12. Added Special Condition A. (24.) Applicable State Law narrative to meet requirements of Senate Bill
729 (Coal Ash Management Act).
13. Added Special Condition A. (26.) Discharge from Seepage to address requirements of future
discovered seeps.
14. Added Special Condition A. (27.) Electronic Reporting of Discharge Monitoring Reports for electronic
reporting of DMRs. Starting December 21, 2016, federal regulations require electronic submittal of all
discharge monitoring reports (DMRs) and specify that, if a state does not establish a system to receive
such submittals, then permittees must submit DMRs electronically to the Environmental Protection
Agency (EPA).
Proposed Schedule
Draft Permit to Public Notice: October 5, 2016
Public Hearing November 28, 2016
Permit Scheduled to Issue: December 2016
State Contact
If you have any questions on any of the above information or on the attached permit, please
contact Ron Berry at [phone] or [e-mail].
Name: Date:

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Date: 9/15/16 NUUUUJ43J !;ape rear 6 team tlectrlc Plant Uuttall 008 RPA dat.
(decommissioned) decanting Ash Basin:
'""
Effluent Hardness
Date
Data BDL-12DL ResuNs
1 default
25 25 Std Dev.
2
Mean
3
4
C.V. (default)
5
n
10th Per value
6
Average Value
7
Max. Value
8
1
25.00 mg/L
Arsenic
25.00 mgtL
25. )0 m91
Data
Data BOL -12131. Result.
1 7111014
34.4 34.4 Std Dev.
2 10/102014.
3e3 39.3 Mean
3
C.V. (defau0)
4
n
5
6
Mutt Facto -
7
Max. Value
8
Max. Fred Cw
8
Chlorides
Date
Data BDL -120L Results
t 7/12014
33 33 Std D-
2 10/'102014
32 32 Mean
3
C.V. (default)
4
n
5
6Mutt
Factor =
7
Max. Value
6
Max. Pred Cw
Chromium )A
Det. BOL -1201. Results
- 1rf�
Upstream Hardness
,��'s10
Cadmium. �•
Date Data BDL-12DL Results
exxaal=:R:--
1 default 25 25 Std Dev-
�:.»W
25.0000
2 Mean
25.0000
0.6000
3 C.V. (default)
0.6000
1
4
1
25.00 mg/L
5 10th Per value
25.00 mgtL
25. )0 m91
6 Average Value
25.00 mglL
25.00 mg/L
7 Max. Value
25.00 mgfL
C.V.(default) OADOO
8
2
,��'s10
Cadmium. �•
v
Date Data
BDL-12DL R..uhs
3.4648
1
7/12014 -
-1 0.5 Std Dev, Q=
36.8500
2 10/102014 <
1 0.5 Mean 0.5000
DA000
3
C.V.(default) OADOO
2
4
n 2
5
3.78
8
Mutt Factor= 3.79
39.3 u9/L
7-,
Max. Value 0.500 ug/L
148.9 ug(L
8'
Max. Fred Cw O DETECTS u9/L
Chromium III
iB ar.Sk"
l:b+'ics�x
Gate
Det. BOL -1201. Results
I as
0.7.1
1 -
Std Dev.
NO!J.: M1-tE
32.5
2
Mean NO DATA
0.6000
3
C.V. NO DATA
2
4
n 0
5
3.8
B
Mutt Factor= N/A
33-0 mglL
7
Max. Value NIA pgfl-
125.1 mg/L.
8
Max_ Pred Ow N/A PWI
Date Data BDL-12DL Results -atm_ Data
Date BDL-12DL Results
1 - Std Dev. NO DATA 1 7/12014 1 0.5 Std Da, 0.0000
2 Mean NO DATA 2 10/102014 < 1 0.5 Mean 0.5000
3 C.V. NO DATA 3 C.V.(default) D.6000
4 n D 4 n 2
5 5
6 Mutt Factor= N/A 6 Mull Factor= 3.79
7 Max. Value N/A 1011. 1 Max. Value 0.5 pglL
8 Max. Fred Cw N/A p9/. 8 Max. Pred Cw O DETECTS pg/L
Copper Fluoride Ir -
Date Data BDL-12DL Results Date Data BDL -120L Results srt
1 7/12014 1.29 129 Std Dev. 1.5556 1 10/102015 299 299 Std Dev. 333.0473
2 10/102014 3.49 3.49 Mean 2.3900 2 101102015 770 770 Mean 534.5000
3 C, V. (tlefautt) 0.6000 3 C.V. (default) 0.8000
4 n 2 4 n 2
5 5
5 Mult Factor= 3.79 8 Mutt Factor= 3.79
7 Max. Value 3.49 uglL 7 Max, Value 770.0 uglL
B Max. Pred Cw 13.23 u9/L 8 Max. Pred Cw 2918.3 u9/L
Lead - - Mercury -
Data
BDL-12DL ResultsEli Data Data BDL-12DL Results
1 7/12014 1 0-5 Std Dev. 0.00 1 7/12014 1DDO 500 Std Dev. 727966.4312
2 101102014 < 1 0.5 ..an
0.5000 2 10/102014 < 1E,08 1030000 Mean 515250-0000
3 C.V (default) 0.8000 3 C.V.(defautt) 0-6000
4 n 2 4 n 2
5 5
6 Mull Factor= 3.79 6 Mutt Factor= 3.79
7 Max, Value 0.500 ugfL 7 Max. Value 1030000.0 ng/ -
8 Max. Pred Cw O DETECTS u9/L 8 Max. Pred Cw 3903700.0 net.
Molybdenum Nickel
Dxa�Sart
Date Data BDL-12DL Results "$ Date Data BDL-12DL Results
1 7112014 192 192 Sud Dev. 9.8995 1 7112014 3.87 3.67 Std Dev.
2 10/102014 178 178 Mean 185.0060 2 10/102015 43:5 43.5 Mean 23.5850
3 C.V.(defautt) 0,6000 3 L.V.(default) OaDOD
4 n 2 4 n 2
5 5
6 Mutt Factor= 3-79 6 Mutt Factor= 3.79
7 Me,
. Value 1920.uglL 7 Max. Value 43.5 pg/L
8 Max. Pred Cw 727.7 ugfL a Max. Pred Cw 164.9 19VL
_.
- Selenium _ 9 Zinc ,ems,
Date Data BDL-112DL Results p�Y-s Date Data BDL 112DL Res Ns
1 7112014 65.7 65.7 Std Dev, i.. e'J 1; 1 7112014 < 5 2.5 Std De 1 2 t1w,
2 10/108/14 48.6 48.6 Mean 57.1500 2 101102014 275 275 Mean 138.7500
3 C.V.(default) 0.6000 3' C.V.(defaull) 0.6000
4 n 2 4 n 2
5 5
6 Mutt Factor= 3.79 6 Mutt Factor = 3-79
7 Max. Value 65.7 ug/L 7 Max. Value 275.0 uglL
a Max. Pred Cw 249.0 ug/L 8 Max. Pred Cw 1042.3 ug/L
Antimony _ Barium-„
aliii-w.w _ aywera -
Data
Data BDL=12DL Re.u1t. � Date Oata BDL -7201. Resuks ssae+_•.,-
1 7/12014 < 1 0,5 Std Dev. 0.0000 1 7/12014. D.179 0.179 Std Dev. 0.0127
2 10/102014 < 1 0.5 Mean 05000 2 101102014. 0.161 0.161 Mean 0.1700
3 C.V. (defauN) 06000 3 C.V. IdOault) 0.6000
4 n 2 4 n 2
5 t 5
6 Mutt Factor = 3-79 6 Mutt Factor = 3.79
7 Max. Value 0.506060 1011. 7 Max. Value 0.178000 mglL
j 8 Max. Pred Cw O DETECTS pg/L B Max. Pred Cw 0.678410 mg/L
Sulfates Thallium
1 ..ter ar-cx .-•I`...._
I tt:.iw+ri wsaaw •1
Data
Data BDL=I2DL Results i - Data Data BDL -120L ReeuNs
1 7/12014 91 91 Std Dev. 13.4350 1 7112014 0.684 0654 Std Dev. 0.4839
2 101102014 110 110 Mean 100.5000 2 1a102014 1.32 132 Mean 0.9920
3 C.V.(defautt) UAD00 3 C.V (default) 0.6000
4 n 2 4 n 2
5 5
6 Mutt Factor = 3.79 6 Mutt Factor = 3.79
7 Max. Value 110.000000 mg1L 7 Max. Value 1.320000 pg4
8 Max. Pred Cw 416.900000 mg/L I 8 Max. Pred Cw S.D02800 pg/L

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