NCS000546_Fact Sheet_20220413

DEQ / DEMLR
FACT SHEET FOR NPDES INDUSTRIAL INDIVIDUAL
STORMWATER PERMIT DEVELOPMENT
Basic Information for Permit Issuance and Renewals:
Permit Writer / Date
Brianna Young 3/18/2022
Permit Number
NCS000546
Owner / Facility Name
Duke Energy Carolinas, LLC / Allen Steam
Station
SIC Code / Category
4911 / Electric Services
Basin Name / Sub -basin number
Catawba / 03-08-34
Receiving Stream / HUC
Catawba River / 30501011406
Stream Classification / Stream Segment
WS-V; B / l l-(123.5)
Is the stream impaired on 303 d list]?
Yes — PCB fish tissue advisory
Any TMDLs?
Yes — TN and TP
Any threatened and/or endangered species?
None at discharge location
Any compliance concerns?
See Section 2 below
Any permit mods since lastpermit?
None since last permit modification issued
New expiration date
4/30/2027
Comments on Draft Permit?
See Section 6 below
Section 1. Facility Activities and Process:
The Allen Steam Station is a fossil -fueled, electric generating plant located
approximately four miles southeast of Belmont, North Carolina, in Gaston County. The
facility has five active coal-fired generating units with a net generating capacity of 1,155
megawatts. Power production originally began at the site in 1957. In addition to the
generation units, the station includes a Flue Gas Desulfurization (FGD) facility, a dry ash
handling facility, an active ash settling basin, an ash landfill, ash structural fills, a
limestone unloading and stockpile operation, a gypsum stacker and storage operation, a
wastewater treatment plant, a 115 kV electrical switchyard, a 230 kV electrical
switchyard, a station transformer yard, a coal handling operation and storage yard, and
various storage and maintenance buildings.
The Allen Steam Station property encompasses approximately 953 contiguous acres
along the Catawba River in the headwaters of Lake Wylie. The station powerhouse and
surrounding plant yard, the coal pile, the switchyards, and associated material and
equipment storage areas encompass approximately 65 acres. The FGD facility, including
the dry ash handling facility, limestone unloading and stockpile operation, gypsum
stacker and storage operation, wastewater treatment plant, and all associated FGD
construction laydown areas, and parking areas encompass approximately 56 acres. The
remaining property is comprised of active and retired ash settling basins, an ash landfill,
ash structural fills, and undeveloped areas. The site contains approximately 5 miles of rail
lines and approximately 2 miles of paved roadways. Coal and limestone are shipped to
the site via these rail lines.
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The active ash settling basin has a surface area of approximately 176 acres and a total
watershed of approximately 300 acres. Ash is sluiced to the northern section of the basin
and discharged into one of three rotating cells. Approximately 64 acres that were
previously occupied by a retired ash settling basin are currently the site of an active ash
landfill operation. In developed areas of the property, runoff generally flows overland to
ditches and catch basins which are connected to a buried network of corrugated metal
pipes (CMP). Concrete, cast iron pipes (CIP), and high -density polyethylene (HDPE)
pipes also serve as discharge structures. In most areas, this collected runoff discharges
into a system of sumps that pump to the ash settling basin. Areas of the site where
stormwater is collected by sumps include areas surrounding the powerhouse, the coal pile
and coal handling areas, the FGD facility, the dry ash handling facility, the limestone
unloading area, the gypsum storage area, the wastewater treatment system (WWTS), and
the ash landfill. Stormwater runoff from the station transformer yard and the 115 kV
switchyard is routed through oil trap tanks prior to being discharged. Stormwater runoff
from all remaining areas of the site is discharged directly to the Catawba River via
overland flow or subsurface drain piping. In addition to NPDES wastewater discharge
permit NC0004979, the facility also holds 03757T39 (air), NCD043678937 (hazardous
wastes), and WQ0000452/36-12 (residual solids / industrial landfill). The facility is
subject to federal requirements of 40 CFR §423 - Steam Electric Power Generation. This
category is subject to federal NPDES stormwater discharge permit requirements per 40
CFR §122.26(b)(14)(vii).
Allen Steam Station maintains an up-to-date Spill Prevention Control and
Countermeasure (SPCC) Plan in place in accordance with the U.S. Environmental
Protection Agency (US EPA) Oil Pollution Prevention Regulation 40 CFR Part 112.
This facility discharges to the Catawba River in the headwaters of Lake Wylie. Lake
Wylie is subject to the nutrient management strategy developed for that watershed (Lake
Wylie TMDL, 1995). There is also a statewide total maximum daily load (TMDL) for
mercury (Hg), approved in September 2012. No specific reductions or Hg limits are
required from NPDES stormwater permittees at this time. Duke Energy has developed a
decommissioning plan for ash ponds on the site, submitted to the Division of Water
Resources (DWR) at the end of 2014.
Per additional information provided on April 19, 2021 for the renewal application: In
order to facilitate safe closure of the ash basins at Plant Allen, three onsite landfills will
be constructed. Of the three landfills, the North Starter Landfill (NSLF) will be the only
landfill with potential stormwater impacts known at this stage of planning. Subsequent
landfills will be covered under the NPDES Wastewater permit and associated outfalls.
The NSLF will be constructed in the SW015 drainage area. All ash contact water will be
handled and treated through the NPDES wastewater permit and associated outfalls.
Why This Facility is Subject to a Permit: Federal NPDES regulations define
stormwater discharge associated with industrial activity in 40 CFR § 122.26 (b)(14) as:
"the discharge from any conveyance that is used for collecting and conveying storm
water and that is directly related to manufacturing, processing or raw materials storage
areas at an industrial plant. The term does not include discharges from facilities or
activities excluded from the NPDES program under this part 122. For the categories of
industries identified in this section, the term includes, but is not limited to, storm water
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[sic] discharges from industrial plant yards; immediate access roads and rail lines used or
traveled by carriers of raw materials, manufactured products, waste material, or
byproducts used or created by the facility; material handling sites; refuse sites; sites used
for the application or disposal of process waste waters (as defined at part 401 of this
chapter); sites used for the storage and maintenance of material handling equipment; sites
used for residual treatment, storage, or disposal; shipping and receiving areas;
manufacturing buildings; storage areas (including tank farms) for raw materials, and
intermediate and final products; and areas where industrial activity has taken place in the
past and significant materials remain and are exposed to storm water [sic]. For the
purposes of this paragraph, material handling activities include storage, loading and
unloading, transportation, or conveyance of any raw material, intermediate product, final
product, byproduct or waste product. The term excludes areas located on plant lands
separate from the plant's industrial activities, such as office buildings and accompanying
parking lots as long as the drainage from the excluded areas is not mixed with storm
water [sic] drained from the above described areas."
Section 2. Monitoring Information and Compliance History:
• Per letter dated 4/7/2020, SWO18 was in Tier III status for copper and TSS
• Per letter dated 1/20/2021, SWO10 was in Tier III status for zinc
• November 2015 to January or August 2019, benchmarks exceeded for:
o pH: SWO07 (lx), SWO16 (lx)
o TSS: SW001 (Ix), SWO03 (Ix), SWO07 (4x), SWO10 (3x), SWO16 (6x),
SWO18 (7x), SW020 (5x)
o Zinc: SW001 (2x), SWO07 (6x), SWO09 (3x), SWO10 (2x), SWO16 (5x),
SW020 (3x)
o Copper: SWO10 (4x), SWO13-10 (Ix), SWO16 (6x), SWO18 (3x),
SW020 (4x)
o Mercury: SW001 (4x), SWO02 (Ix), SWO10 (3x), SWO16 (6x),
SWO18 (3x), SW020 (4x)
• January 2019 to February 2021, benchmarks exceeded for:
o TSS: SWOIO (2x), SWO16 (1x), SWO18 (2x), SW020 (8x)
o Zinc: SWO07 (11x), SWO09 (5x), SWO10 (2x), SWO13-10 (1x), SWO13-
13 (2x), SWO13-14 (1x), SWO16 (2x), SW020 (Ix)
o Copper: SWO07 (Ix), SWO09 (Ix), SWO10 (5x), SWO16 (3x), SWO18
(2x), SW020 (9x)
o Mercury: SW001 (Ix), SWO10 (2x), SWO16 (2x), SWO18 (Ix),
SW020 (4x)
303(d) listing:
L-(123.5)a KATAWBA RIVER {lake Wylie below elevation 570} North Carolina portion
From the upstream side of Paw Creek Arm of lake Wylie to North Carolina -South Carolina State Line
Classification V,B Leng[horArea 4,2941Jnits FWAtres Previous AUNumher 0
ment Criteria Status Reiman for Ratiig ParameteroFlnoerest Gtegary
Exceeding Criteria ish Consumption Advisory PCB FM Tissue Advisory (Advisory, FC, NC] 0
Page 3 of 10

Section 3. Proposed Monitoring for Stormwater Discharges:
The Division considered potential pollutants from past and present industrial activities
(coal-fired electric generation, plant decommissioning, and future ash removal) and data
was submitted for November 2015 to February 2021. Quantitative sampling included pH,
TSS, boron, zinc, antimony, arsenic, beryllium, cadmium, chromium, copper, lead,
nickel, selenium, silver, thallium, and mercury.
Unlike most stormwater permits in its program, the Division is proposing to maintain a
permit structure with outfall-specific monitoring for discharges. Parameters are based on
potential pollutants in the drainage area, sampling results, and in some cases, dependent
upon future activities (e.g., ash removal through the drainage area). Below is a table of
the proposed monitoring for each outfall at the Allen Steam Station site. All outfalls
ultimately discharge to the Catawba River.
Outfalls SW001, SW001A, SW002, SW003, SW007, SW008, SW009, SWO10,
SW013, SW015, SW016, and SW020
Dra ning Access Road Areas and Rail Lines
Total Suspended Solids
Quarterly monitoring
(TSS)
BASIS: Potential pollutant from drainage area and BMP
effectiveness indicator. These outfalls may be impacted by a
Phase I Coal Ash Excavation Plan (hauling ash from Ash
Stack).
pH
Quarterly monitoring
BASIS: Pollutant indicator and important to interpreting
toxicity potential of metals. These outfalls may be impacted
by a Phase I Coal Ash Excavation Plan (hauling ash from
Ash Stack).
Total Rainfall
Quarterly monitoring
BASIS: Pollutant indicator.
Non -Polar Oil &Grease
Quarterly monitoring
BASIS: Potential pollutant from lubricants; Method 1664
SGT-HEM targets petroleum -based O&G.
Monthly Oil Usage
Quarterly monitoring
BASIS: Potential pollutant from drainage area.
Priority Pollutant Metals
Quarterly monitoring
Ag, As, Be, Cd, Cr, Cu,
BASIS: Coal combustion waste (CCW) constituents.
Hg, Ni, Pb, Sb, Se, Tl,
Monitoring is quarterly because this outfall will be
and Zn
impacted by Phase I of the Coal Ash Excavation Plan.
Boron
Quarterly monitoring
BASIS: Coal combustion waste (CCW) constituent / coal
tracer. These outfalls may be impacted by a Phase I Coal
Ash Excavation Plan(hauling ash from Ash Stack).
Page 4 of 10

• Outfalls SW001 and SWOOIA (Drainage Area 1) includes approximately 2,000
linear feet of rail lines and approximately 345 feet of gravel road.
• Outfall SWO02 includes upland wooded areas, a 2.5-acre graveled FGD facility
construction laydown yard, the south embankment of the lined retention basin,
and approximately 1,000 feet of paved road.
• Outfall SWO03 (Drainage Area 3) includes approximately 1,500 linear feet of rail
lines.
• Outfall SWO07 (Drainage Area 7) includes approximately 1,500 linear feet of rail
lines, 400 linear feet of gravel roadway, and 400 linear feet of limestone
conveyor.
• Outfall SWO08 (Drainage Area 8) includes approximately 2,400 linear feet of rail
lines, 1000 linear feet of paved road, and 400 linear feet of limestone conveyor.
• Outfall SWO09 (Drainage Area 9) includes approximately 940 linear feet of rail
lines, station debris, and clam filter.
• Outfall SWO10 (Drainage Area 10) includes approximately 1,280 linear feet of
rail lines.
• Outfall SWO13 (Drainage Area 13; 9 outfalls, one every 200 feet) includes
approximately 2,400 linear feet of gravel road and 7,500 linear feet of rail lines.
Located in front of the coal combustion products (CCP) landfill.
• Outfall SWO15 (Drainage Area 15) includes a large soil borrow area, two ash
structure fill areas, and approximately one mile of gravel and dirt roads.
Approximately 2,000 linear feet of gravel road within the drainage area is used by
ash haul trucks.
• Outfall SWO16 (Drainage Area 16) includes approximately 1,700 linear feet of
paved access road, 1,000 linear feet of a paved ash haul road, 700 linear feet of
paved road, 1,000 linear feet of dirt roads, and a gravel laydown and equipment
parking area.
• Outfall SW020 (Drainage Area 20) includes approximately 1,300 linear feet of
paved access road, an earth spoil area, and a gravel construction parking and
storage area.
Outfall SWO18
Dra n ing powerhouse and switchyard areas
Total Suspended Solids
Quarterly monitoring
(TSS)
BASIS: Potential pollutant from drainage area and BMP
effectiveness indicator.
pH
Quarterly monitoring
BASIS: Pollutant indicator and important to interpreting
toxicity potential of metals.
Total Rainfall
Quarterly monitoring
BASIS: Pollutant indicator.
Non -Polar Oil &Grease
Quarterly monitoring
Page 5 of 10

BASIS: Potential pollutant from lubricants; Method 1664
SGT-HEM targets petroleum -based O&G.
Monthly Oil Usage
Quarterly monitoring
BASIS: Potential pollutant from drainage area.
Priority Pollutant Metals
Quarterly monitoring
Ag, As, Be, Cd, Cr, Cu,
BASIS: Coal combustion waste (CCW) constituents.
Hg, Ni, Pb, Sb, Se, Tl,
Monitoring is quarterly because this outfall will be impacted
and Zn
by Phase I of the Coal Ash Excavation Plan.
Boron
Quarterly monitoring
BASIS: Coal combustion waste (CCW) constituent / coal
tracer. These outfalls may be impacted by a Phase I Coal
Ash Excavation Plan (hauling ash from Ash Stack).
• Outfall SWO18 (Drainage Area 18) includes approximately 2,000 linear feet of
paved access road, 250 linear feet of a paved ash haul road, 150 linear feet of ash
sluice piping, and a gravel switchyard. New per permit application: earth spoil
area and gravel parking areas during FGD facility construction.
Outfall SWO05 (Drainage Area 5) is primarily comprised of a gravel laydown yard and
vegetated slopes located west and upland of the limestone unloading area. The gravel
laydown yard comprises approximately 3 acres. The drainage area also includes
approximately 500 linear feet of paved roadway. Drainage Area 5 sheet flows and is not
subject to an NPDES permit.
Outfall SWO14 (Drainage Area 14) now goes to a holding basin that discharges through
an NPDES wastewater permit.
Outfall SWO19 (Drainage Area 19) includes undeveloped and active soil borrow areas.
All runoff is directed to a sedimentation basin located northeast of the borrow area.
SWO19 does not include industrial activities and therefore no monitoring required.
Outfall SW004, Outfall SW006, Outfall SW017, SWO19
Outfalls SWO04 (Drainage Area 4), SWO06 (Drainage Area 6), SW017 (Drainage Area
17), and SWO19 (Drainage Area 19) do not include industrial activities. Any
modifications to Outfalls SW004, SW006, SW017, and SWO19 that result in a potential
stormwater discharge associated with past or present industrial activities will require a
modification to this permit.
Stormwater Benchmarks and Tiered Response: Rather than limits, North Carolina
NPDES Stormwater permits contain benchmark concentrations. Stormwater benchmarks
are numerical action levels for stormwater monitoring. Benchmarks are not effluent
limits, and benchmark exceedances are not permit violations. Benchmarks provide
facilities a tool for assessing the significance of pollutants in stormwater discharges and
the effectiveness of best management practices (BMPs). Benchmark concentrations are
Page 6 of 10

intended as guidelines for the facility's development and implementation of the
Stormwater Pollution Prevention Plan (SPPP).
Benchmark exceedances require the permittee to increase monitoring, increase
management actions, increase record keeping, and/or install stormwater BMPs in a tiered
program. The permit establishes a tiered approach to specify actions the permittee must
take in response to analytical results above benchmark concentrations (Part II, Section B.,
Table 10). The tiered structure of the permit provides the permittee and DEMLR wide
flexibility to address issues that may arise with one or more parameters and/or outfalls.
Metals benchmarks are calculated to mimic acute water quality standards and with the
guidance of DWR. NC DWR follows established federal procedures for calculating acute
standards when developing the benchmarks. Just like the acute standards, metals
benchmarks normally reflect one half of the calculated Final Acute Value (the "1/2
FAV"). In most cases, translation into total recoverable values is based on an assumed
hardness of 25 mg/L and a total suspended solids (TSS) concentration of 10 mg/L. Acute
standards protect aquatic life from negative impacts of short-term exposure to higher
levels of chemicals where the discharge enters a waterbody. The Stormwater Permitting
Program applies this approach because of the ephemeral nature of rainfall events.
The Division may evaluate results to determine if a smaller suite of parameters for some
outfalls is adequate to characterize potential pollution or BMP effectiveness. For
example, one or more metals or other parameters may serve as an adequate tracer for the
presence of ash pollution during disturbance or ash removal in specific drainage areas at
this site. For parameters that do not have a stormwater benchmark, the Division may
develop a benchmark value if appropriate toxicity data become available or if rising
trends in concentrations suggest a persistent source.
A summary of the benchmarks in the draft permit, and their basis, is below:
Parameter
Benchmark
Basis
Antimony Total
340 /L
ECOTOX database, 1/2 FAV
Arsenic Total
340 /L
Acute Aquatic Criterion, 1/2 FAV
Beryllium Total
65 /L
Acute Aquatic Criterion, 1/2 FAV
Boron
34,000 µg/L
CCW/Coal constituent; Narrative National
Recommended Water Quality Criterion
Cadmium Total
3 µg/L
Acute Aquatic Criterion, 1/2 FAV
1/2 FAV, based on (Cr III + Cr VI) acute
Chromium (Total)
905 µg/L
thresholds and assumption that industrial
activities here are not a source of hexavalent
chromium
Copper Total
10 /L
Acute Aquatic Criterion, 1/2 FAV
Lead Total
75 /L
Acute Aquatic Criterion, 1/2 FAV
Mercury (Total)
12 ng/L
CCW/Coal Constituent; Hg influenced by
regional transport and wet deposition
Nickel Total
335 /L
Acute Aquatic Criterion, 1/2 FAV
Selenium is a bio-accumulative metal;
Selenium (Total)
5 µg/L
Recommend using the current chronic 02B
standards for freshwater 5 /L
Page 7 of 10

Silver Total
0.3 /L
Acute Aquatic Criterion, '/2 FAV
Thallium (Total)
2,000 µg/L
CCW/Coal constituent; National Recommended
Human Health Criterion
Zinc Total
126 /L
Acute Aquatic Criterion, '/2 FAV
Total Suspended
100 mg/L
National Urban Runoff Program (NURP) Study,
Solids (TSS)
1983
H
6 s.u. — 9 s.u.
NC Water Quality Standard (Range)
Non -Polar Oil &
Review of other state's daily maximum
Grease, EPA
15 mg/L
benchmark concentration for this more targeted
Method 1664
O&G; NC WQS that does not allow oil sheen in
SGT-HEM
waters
Stormwater Pollution Prevention Plan: The proposed permit conditions reflect the
EPA and NC's pollution prevention approach to stormwater permitting. The Division's
maintains that implementation of Best Management Practices (BMPs) and traditional
stormwater management practices that control the source of pollutants meets the
definition of Best Available Technology (BAT) and Best Conventional Pollutant Control
Technology (BCT). The permit conditions are not numeric effluent limitations but are
designed to be flexible requirements for implementing site -specific plans to minimize and
control pollutants in stormwater discharges associated with the industrial activity. Title
40 Code of Federal Regulations (CFR) § 122.44(k)(2) authorizes the use of BMPs in lieu
of numeric effluent limitations in NPDES permits when the agency finds numeric
effluent limitations to be infeasible. The agency may also impose BMP requirements
which are "reasonably necessary" to carry out the purposes of the Act under the authority
of 40 CFR 122.44(k)(3). The conditions proposed in this draft permit are included under
the authority of both of these regulatory provisions. In essence, the pollution prevention
and BMP requirements operate as limitations on effluent discharges that reflect the
application of BAT/BCT.
Mercury Monitoring Requirements: The proposed permit requires mercury to be
measured in stormwater samples by EPA Method 1631E, which can detect levels as low
as 0.5 ng/l. This requirement is consistent with recent federal rule -making that requires
NPDES permittees to monitor discharges with sufficiently sensitive test procedures
approved under 40 CFR § 136. Modifications to 40 CFR § 122.44(i) require a method that
has a minimum level (ML) at or below the effluent limit (not applicable here), or the
lowest minimum level (ML) of EPA approved analytical methods for the measured
parameter.
Based on results, Method 1631E will be required to quantify levels in these discharges.
NC DEMLR understands that this method is more costly and requires a more intensive
sampling protocol than most other parameters.
Other Proposed Requirements:
• It is standard for Stormwater Pollution Prevention Plan (SWPPP) requirements to
include an annual certification that stormwater outfalls have been evaluated for
the presence of non-stormwater discharges, and if any are identified, how those
discharges are permitted or otherwise authorized.
• Requirement to submit a request for permit modification if the facility identifies
or creates any new outfalls, removes outfalls, or alters any drainage area that
Page 8 of 10

changes potential pollutants. This site may trigger this requirement during
demolition or ash removal activities.
• Proposed federal regulations will require electronic submittal of all discharge
monitoring reports (DMRs). If a state does not establish a system to receive such
submittals, then permittees must submit DMRs electronically to the EPA. Permit
provisions addressing this requirement are included in Part I, Section E.
(Submittal of Discharge Monitoring Reports).
• Quarterly QualitativeNisual Monitoring to assure regular observation of outfalls
throughout year.
Section 4. Changes from previous permit to draft:
• Monitoring increased from semi-annually to quarterly for all parameters
(qualitative and quantitative)
• "No discharge" clarifications made
• 'No
requirement added
• Boilerplate language moved into body of the permit; boilerplate no longer
attached
• Monitoring for total hardness added for all outfalls as monitoring for hardness
dependent metals is required
• Benchmark values added for Boron and Mercury
• Benchmarks updated for parameters per guidance from DWR Standards group on
stormwater benchmarks
Section 5. Changes from draft to final:
• Table 2 removed and SW018 moved to Table 1 per permittee comments
• Description of SWO15 updated in Section D to include the CCR landfill (per
permittee comments)
Section 6. Discussions with the Facility and Regional Office:
• Initial contact with facility made: Done by Jim Farkas
• Initial contact with Mooresville Regional Office: 10/6/2021
• Draft sent to CO peer review: 11/5/2021
• Draft sent to Mooresville Regional Office: 12/28/2021
• Final permit sent for supervisor signature:
Section 7. Comments received on draft permit:
Elizabeth Glenn, Duke (via email 1/28/2022):
• Cover Letter: Change Paul Draovitch to Jessica Bednarcik
o DEQ response: The contact information has been updated.
Page 9 of 10

• Page 10 of 39, B-13: Requesting Representative Outfall Status (ROS) for the
Outfall Group SW013 (SW013-7 to SW013-15) via SW013-13. As demonstrated
from the 2015 to 2022 analytical data, SW013-13 is the only outfall with
consistent discharge. This outfall offers a representative example of discharge
from the SW013 group as all outfalls share a common drainage environment
consisting of track drains.
o DEQ response: To request representative outfall status (ROS), please fill
out the form on our website (available at
https:Hdeq.nc.gov/media/9720/download) and submit as directed. This
request cannot be handled during the permit renewal process.
• Page 12 of 39, D-1 (b): Clarification on what equipment is included in the motor
oil and hydraulic oil for the facility. The Allen Steam Station has a multitude of
oil -filled equipment contained in the powerhouse. If this equipment were to leak
and enter a drain, it would be captured in the Lined Retention Basin (LRB)
system tracked via the NPDES Wastewater permit. Vehicle maintenance is not
routinely performed onsite.
o DEQ response: Tracking should be kept for any equipment that utilizes
motor oil and hydraulic oil.
• Page 12 of 39, D-1 (e): We request Tier Relief or Reset for the following outfalls:
001, 007, 009, 010, 016, 018 and 020 based on upgrades, analytical data trends,
and land use changes.
o DEQ response: Tier relief is done through a separate process and not
handled with permit renewal. Please submit this request to the Mooresville
Regional Office in a separate correspondence.
• Page 13 of 39, Table 1: Clarification on the NCOIL parameter as to if the 55
gallon usage is per drainage area or for the entire facility. As stated in comment
3., the majority of oil at Allen Steam Station is contained within the powerhouse
and does not pose a stormwater risk.
o DEQ response: The reference to 55-gallon usage is meant for the entire
site, not just within a specific drainage area.
• Page 13 of 39, Table 1: Removal of the oil and grease parameter requirement for
Outfalls SW001, SWOIA, SW002, SW003, and SW020 due to no oil containing
equipment operation in these drainage areas.
o DEQ response: Monitoring for non -polar oil and grease is a standard
requirement of all outfalls in NPDES stormwater permits. Therefore,
monitoring will remain in the permit for these outfalls.
• Page 14 of 39, Outfall Descriptions: SW015 should include a lined CCR landfill
o DEQ response: The description of the outfall has been updated in the
permit.
• Page 15 of 39, Table 2: Request that this table be combined with Table 1 to
prevent confusion.
o DEQ response: As monitoring requirements in both tables are the same,
Table I and Table 2 can be combined.
Page 10 of 10

Young, Brianna A
From: Bednarcik, Jessica L <[e-mail]>
Sent: Wednesday, April 13, 2022 12:13 PM
To: Young, Brianna A; Glenn, Elizabeth
Cc: Kay, Lily C; Khan, Zahid
Subject: RE: [EXTERNAL] Issued NPDES permit NCS000546 Allen Steam Station
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Confirmed receipt.
From: Young, Brianna A <[e-mail]>
Sent: Wednesday, April 13, 2022 11:02 AM
To: Bednarcik, Jessica L <Jessica.Bed [e-mail]>; Glenn, Elizabeth <[e-mail]>
Cc: Kay, Lily C <[e-mail]>; Khan, Zahid <[e-mail]>
Subject: RE: [EXTERNAL] Issued NPDES permit NCS000546 Allen Steam Station
Good morning,
Thank you for the prompt response. Attached is the issued NPDES permit for NCS000546 Allen Steam Station. Please
respond to this email confirming that you received the attached document, were able to open and view the document,
and have saved/printed a copy for your records.
Thank you,
Brianna Young, MS (she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts.
Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the public during this challenging time.
From: Bednarcik, Jessica L <Jessica.Bed [e-mail]>
Sent: Wednesday, April 13, 2022 11:00 AM
To: Young, Brianna A <[e-mail]>; Glenn, Elizabeth <[e-mail]>

Cc: Kay, Lily C <[e-mail]>; Khan, Zahid <[e-mail]>
Subject: RE: [EXTERNAL] Issued NPDES permit NCS000546 Allen Steam Station
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Electronic transmission is good for me.
Thank you,
Jessica
Jessica L Bednarcik, PE, PMP I Duke Energy
SVP EHS & CCP
400 South Tryon I Mail Code ST06K I Charlotte, NC 28202
Office: 704.382.8768 1 Mobile: [phone] [ [e-mail]
From: Young, Brianna A <[e-mail]>
Sent: Wednesday, April 13, 2022 10:49 AM
To: Glenn, Elizabeth <[e-mail]>; Bednarcik, Jessica L <[e-mail]>
Cc: Kay, Lily C <[e-mail]>; Khan, Zahid <[e-mail]>
Subject: [EXTERNAL] Issued NPDES permit NCS000546 Allen Steam Station
Good morning,
In order to provide more convenience, control, and security to our permittees and assist them in processing their
transactions, the Division of Water Resources is currently transitioning towards electronic correspondence. This will
hopefully provide more efficient service to our permittees and other partners and will allow us to more effectively
process and track documents. We are writing to ask you for your approval of the transmittal of documents related to
your permitting and related activities with the Division in an electronic format. Documents will be emailed to the
appropriate contact person(s) in your organization in a PDF format.
Please respond to me through email with verification that transmittal of your documents in an electronic manner is
acceptable to you. If you have any questions, please feel free to contact me.
Thank you,
Brianna Young, MS (she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
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Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We
appreciate your patience as we continue to serve the public during this challenging time.

LOCAU10
StarNews i The Dispatch I Times -News PO Box 631245 Cincinnati, OH 45263-1245
Sun Journal I The Daily News I The Star
The Free Press i Gaston Gazette
PROOF OF PUBLICATION
NC DEQ Dept Energy
MINERAL & LAND RESOURCES
NC Deq Dept Energy
1612 Mail Service CTR
Raleigh NC 27699-1600
STATE OF NORTH CAROLINA, COUNTY OF GASTON
The Gaston Gazette, a newspaper printed and published in the city
of Gastonia, and of general circulation in the County of Gaston,
State of North Carolina, and personal knowledge of the facts
herein state and that the notice hereto annexed was Published in
said newspapers in the issue dated:
01 /26/2022
and that the fees charged are legal.
Sworn to and subscribed before on 01/26/2022
my commision expires
Publication Cost:
$117.30
Order No:
6827720
Customer No:
645103
PO #:
NCS000546
THIS IS NOT AN INVOICE!
Please do not ive dui. %orm /or pgrmeni r eminance.
FwELLY HORA
ary Public
of Wlsconsln
# of Copies:
NC DIV. OF ENERGY,
MINERAL AND LAND
RESOURCES' INTENT TO
ISSUE THE FOLLOWING
STORMWATER
DISCHARGE PERMIT
Public comment or obiection
to the draft permit is invited.
Submit written comments to
DEMLR at the address
below. All comments
received through February
28, 2022 will be considered in
the final determination
regarding permit issuance
and permit provisions.
Application: The following
facility has applied for
renewal of their NPDES
permit to discharge
stormwater from their loca-
tion in Gaston County.
• Duke Energy Carolinas,
LLC, 235 Plant Allen Road,
Belmont, NC. The facility
discharges to the Catawba
River, a class WS-V; B
waterbody in the Catawba
River Basin. Permit No.
NCS000546.
Stormwater Program
Contact: Brianno Young
919-707-3647
[e-mail]
Copies of the draft permits
are available at:
https:Hdeq.nc.gov/about/divis
ions/energy-m i nera I -and -
I a nd-resources/storm wa-
ter/stormwater-
prog ra m/stormwater-p u b I i c-
notices. Additional permit
documents are available for
the reproduction cost at:
DEMLR Stormwater
Program
512 N. Salisbury Street,
Raleigh, NC 27604
1612 Mail Service Center,
Raleigh, NC 27699-1612
Jan. 26, 2022 #6827720
Page 1 of 1

Young, Brianna A
From: Glenn, Elizabeth <[e-mail]>
Sent: Thursday, April 8, 2021 2:00 PM
To: Farkas, Jim J
Subject: [External] Allen Steam Station Permit Renewal Update - NCS000546
Attachments: Allen ISW Renewal Update Cover Letter SIGNED 040721.pdf; Narrative of Site
Activities.docx; Allen_SDO_Summary.xlsx; 2021-02 Allen Analytical Summary ISW.xlsb
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jim —
Please accept the attached information for the Allen Steam Station Permit Renewal. As requested, this information
covers 2019 to present.
Hardcopies will be sent to your office next week.
Let me know if you have any questions.
Thank you,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]

Allen Steam Station
253 Plant Allen Road
Belmont, NC 28012
April 7, 2021
North Carolina Division of Water Resources
DEMLR Stormwater Program
Attn: Jim Farkas
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Duke Energy Carolinas, LLC
Allen Steam Station
NPDES Stormwater Permit NCS000546
Renewal Application Update
Dear Mr. Farkas:
Duke Energy Carolinas, LLC. requests the following updated information be included with the October
29, 2019 renewal application package:
1. Summary of Analytical Monitoring results for the time period 2019 to Q1 2021.
2. Summary of Visual Monitoring results for the time period 2019 to Q1 2021.
3. Narrative of site activities
If you have any questions, please contact Elizabeth Glenn [phone] or Elizabeth.glenn@duke-
energy.com.
I certifi,, underpenalty of law, that this docttntent and all attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualifiedpersonne/properly gather and evaluate the information
submitted. Based on my inquiry of the person orpersons ivho 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 aivare that there are significant penalties for submitting false information, including the possibility
of fines and imprisonment far knowing violations.
SiLwerely,
ick R. Roper
General Manager III
Allen Steam Station
Enclosures

Narrative of Site Activities
In order to facilitate safe closure of the ash basins at Plant Allen, three onsite landfills will be
constructed. Of the three landfills, the North Starter Landfill (NSLF) will be the only landfill with
potential stormwater impacts known at this stage of planning. Subsequent landfills will be
covered under the NPDES Wastewater permit and associated outfalls. The NSLF will be
constructed in the SW015 drainage area. All ash contact water will be handled and treated
through the NPDES Wastewater permit and associated outfalls.

4f DUKE
ENEI�,
Facility Name: Allen Steam Station Individual NPDES Permit No. NCS000546
County: Gaston Phone Number: 704.829.2350
Site Contact: Randy Gantt Outfall Number: SW020
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
1/2019
No Qualifying Event
2/12/2019
Clear None 1 1 1 1 None I None None 0.51
3/2019
No Qualifying Event
4/5/2019
Lt. Tan None 1 1 2 1 None I None None 0.92
5/2019
No Qualifying Event
6/2019
No Qualifying Event
7/2019
No Qualifying Event
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No
Qualifying Event
11/12/2019
Orange
None
3
3
3
None
None
None
0.59
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Orange
None
4
2
4
None
None
None
0.91
2/6/2020
Orange
None
3
1
3
None
None
None
2.33
3/3/2020
Dark Orange
None
4
4
4
None
None
None
0.83
4/20
No
Qualifying Event
5/19/2020
Faint tan
None
2
1
1
None
None
None
1.4
5/27/2020
Lt. Brown
None
2
1
2
None
None
None
1.46
6/16/2020
Tan
None
3
1
2
None
None
None
0.51
7/2020
No Qualifying Event
8/21/2020
Orange
None
4
1
2
None
None
None
0.43
9/17/2020
Tan
None
3
1
2
None
None
None
1.86
10/2020
No Qualifying Event
11/2020
Slightly
Orange
None
2
1
1
None
None
None
0.46
12/14/2020
Brown
None
4
2
2
None
None
None
0.43
1/25/2020
No Flow
0.31
2/12/2021
Faint tan None 2 1 1 None I None None
0.43
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

Allen Storm Water Outfall SWO01
Parameter
61, °\ �''��
�a\ �ti
a oa �a boa°a /\°` �a� ova �a� ova
�a\ ova \� o,0a Al \�
e\\P\1
K 9
�eotcments/NotesPeCom
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
12"CMP to Catawba River (Lake Wylie) -
Draining gravel road, woodland and RR.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/2019
No Flow
No Flow
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/2019
No Flow
No Flow
12/2019
No Flow
No Flow
1/2020
No Flow
No Flow
2/2020
No Flow
No Flow
3/3/2020
0.83
7.3
12
<0.05
0.103
<0.001
<0.001
<0.001
<0.001
0.00407
0.00530
0.00260
0.00114
<0.001
<0.0002
<0.0002
15.0
4/2020
No Flow
No Flow
5/2020
No Flow
No Flow
6/2020
No Flow
No Flow
7/2020
No Flow
No Flow
8/2020
No Flow
No Flow
9/2020
No Flow
No Flow
10/2020
No Flow
No Flow
11/2020
No Flow
No Flow
12/2020
No Flow
No Flow
1/2021
No Flow
No Flow
2/2021
No Flow
No Flow
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L - micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO01 A
,�a
e\,\o
a\,�o
�\/\
\/\°
o�a�
��
e\,\o
ova\
��\ o� �G\ �� ��� `� mot\\�
���
\QUO ��
�tA
Parameter
I ° �X\
�a�
,�o Q>°
'�>� Pc
P�
Q>e
C,a
Cr
Cr°
�,�
�`
�e
��
�r
�`
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
12"CMP to Catawba River
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
O.OS6
0.0003
NE
NE
(Lake Wylie) - Draining gravel
road, woodland and RR.
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
2H-2019
No Flow
1H-2020
No Flow
2H-2020
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO02
/\oOa
X\e
°�
ova\
\�°�
Ga
\moo
ova\
a\
�3\
/\o
�a�
/\o
�o�a\
Ka�\
¢oa
o`a
�
\�
fie\
\�'
\� o�
fie\
�\
Parameter
o,�a
�
Q
o,�a
ono
0
\moo
1,
���
P
eye
P
eta
aac�
L
rto
L
oQ�
L
eaa
�.
5
5
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
24"CMP to Catawba River (Lake
Wylie) - Draining paved road
and laydown area.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
21-1-2019
No Flow
1/24/2020
0.91
6.9
11
<0.05
0.039
<0.001
0.00159
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.65
9/17/2020
1 1.86
7.6
72
<0.05
0.038
1 <0.001
0.00117
<0.001
<0.001
0.00288
0.00513
1 0.00157
<0.001
<0.001
<0.0002
<0.0002
4.83
12/14/2020
1 0.43
7.6
4.7
<0.05
0.055
1 <0.001
<0.001
<0.001
<0.001
<0.001
0.00526
1 <0.001
0.00117
<0.001
<0.0002
<0.0002
2.65
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO03
\'\°�
ova\°�
\'\o
\,\°
va\
X\ o
a�
�a�°tea
�\
a
\o`a\°
o`
'\°`a
fie\
�°
\
40
lip
4>N
`a
`a
to
�°
tJ
�
r
�
a
°
�
�
a
e
Parameter
Comments Note
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
18"CPP to Catawba River (Lake
Wylie) - Draining RR lines.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.7
29
<0.05
1 0.017
1 <0.001
1 0.00199
1 <0.001
I <0.001
1 0.00114
1 0.00544
1 <0.001
1 0.00110
1 <0.001
1 <0.0002
1 <0.0002
1 10.4
3/16/2020
7.9
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO05
\'`°�
ova\
`°�
\'<°�
�,`o
ova\
a\
tea\°�a
tea\
`°°�a
4>N
��ocJ `\P ��\ ��\ \�c� \C'�ja\�
tJ
�
�
�
a
Parameter
r
a
o
�
e
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
177MP to Catawba River (Lake
Wylie) - Draining gravel laydown
yard, paved roadway and
vegetated slopes.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1/24/2020
0.91
6.8
43
1 0.292
1 0.027
1 <0.001
1 0.00192
1 <0.001
I <0.001
1 0.0031
1 0.00610
1 <0.001
I <0.001
1 0.00248
1 <0.0002
1 <0.0002
1 4.59
9/17/2020
1.86
7.6
3.1
1 <0.05
1 0.067
1 <0.001
I <0.001
I <0.001
I <0.001
I <0.001
1 0.00380
1 <0.001
I <0.001
1 0.00120
1 <0.0002
1 <0.0002
2.37
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO07
,`°� AI°� \`° °�a� a\ tea\°�a
°� �° �°
Parameter°tea Q�°tea°1>p��\ p��e ��Laa Cry C.°� yea �`° �,e� �,�� bra �`e Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
18"CMP to Catawba River (Lake
Wylie) - Draining gravel roadway, Ls
conveyor and RR lines.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/7/2019
1.06 1 8.0 <5 <0.05 0.153 <0.001 <0.001 <0.001 <0.001 <0.001 0.00750 <0.001 0.00103 0.00106 <0.0002 <0.0002 3.53
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59 8.3 97 <0.05 0.216 <0.001 <0.001 <0.001 <0.001 <0.001 0.00273 <0.001 <0.001 <0.001 <0.0002 <0.0002 1.90
12/2019
No Flow
No Flow
1/24/2020
0.91 6.5 20 <0.05 0.315 <0.001 <0.001 <0.001 <0.001 <0.001 0.00134 <0.001 <0.001 <0.001 <0.0002 <0.0002 1.25
2/2020
No Flow
No Flow
3/3/2020
0.83
6.6
84
<0.05
0.132
<0.001
<0.001
<0.001
<0.001
0.00104
0.00220
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.61avg
4/2020
No Flow
No Flow
5/27/2020
1.46
6.8
85
<0.05
1.03
<0.001
1 0.00629
1 <0.001
<0.001
0.00686
0.0141
1 0.00496
1 0.00630
1 <0.001
<0.0002
1 0.000337
<2.00
6/16/2020
0.51
6.3
13
<0.05
0.267
<0.001
0.00111
<0.001
<0.001
<0.001
0.0.103
<0.001
0.00103
<0.001
<0.0002
<0.0002
2.12
7/2020
No Flow
No Flow
8/31/2020
0.27
7.2
29
<0.05
0.055
<0.001
<0.001
<0.001
<0.001
<0.001
0.00187
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.06
9/17/2020
1.86
7.6
42
<0.05
0.168
<0.001
0.00103
<0.001
<0.001
<0.001
0.00281
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.18
10/2020
No Flow
No Flow
11/11/2020
0.46
8.3
68
<0.05
0.193
<0.001
0.00155
<0.001
<0.001
0.00110
0.00271
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.30
12/14/2020
0.43
7.6
15
<0.05
0.283
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.34
1/25/2021
0.31
7.2
9.3
<0.05
0.245
<0.001
<0.001
<0.001
<0.001
<0.001
0.00123
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.880
2/2/2021
0.40
7.7
11
<0.05
0.386
<0.001
<0.001
<0.001
<0.001
<0.001
0.00138
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.48
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO08
/\°tea
\\°
/\°
�\
t° .��
Parameter �o` �� �o` mot V�� Pam` Pt �e La Cr COP" �e �� �� �,� �`° �` Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
24"CMP to Catawba River
(Lake Wylie) - Draining gravel
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
roadway & Ls conveyor.
Date
6/7/19
1.06
8.4
25
<0.05
0.062
<0.001
0.00140
<0.001
<0.001
0.00104
0.00975
<0.001
0.00182
0.00160
<0.0002
<0.0002
4.39
2H-2019
No Flow
No Flow
1/24/2020
0.91
6.9
<2.6
<0.05
0.021
<0.001
<0.001
<0.001
<0.001
<0.001
0.00224
<0.001
<0.001
0.00128
<0.0002
<0.0002
2.00
8/31/2020
0.27
7.2
17
<0.05
0.035
<0.001
0.00162
<0.001
<0.001
0.00138
0.00710
0.00133
0.00150
0.00213
<0.0002
<0.0002
3.62
11/11/2020
0.46
8.5
<2.5
<0.05
0.011
<0.001
<0.001
<0.001
<0.001
<0.001
0.00423
<0.001
<0.001
0.00167
<0.0002
<0.0002
1.77
12/14/2020
0.43
7.7
6.6
<0.05
0.022
<0.001
<0.001
<0.001
<0.001
0.00103
0.00384
<0.001
0.00122
<0.001
<0.0002
<0.0002
2.83
1/25/21
0.31
7.3
12.7
<0.05
0.026
<0.001
<0.001
<0.001
<0.001
I <0.001
1 0.00377
<0.001
0.00133
0.00121
<0.0002
<0.0002
2.26
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO09
°` /\°� �° �a� ova �a\ ova
° tea\ ova\ ����\ Ga\ �L\ ��a� �0 �� 0 �o
�� ` \eta �� `p1�° \I�
e
o� ooi° ��'`� c�a e� ar�° o�� aaa �� ��e ��e ram et
Parameter Q Q P L L L �, 5 �; �` Comments /Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Concrete ditch to Catawba River
(Lake Wylie) - Draining RR.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
Units
inches
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
01/03/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/7/2019
1.06
1 8.1
1 <5
<0.05
0.173
<0.001
0.00163
<0.001
I <0.001
I <0.001
0.00533
<0.001
0.00111
0.0133
<0.0002
<0.0002
2.76
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
8.2
47
<0.05
0.171
1 <0.001
0.00219
<0.001
<0.001
0.00248
0.00779
0.00258
0.00251
0.00452
<0.0002
<0.0002
4.81
12/2019
No Flow
No Flow
1/24/2020
0.91
6.8
5.1
<0.05
0.536
1 <0.001
0.00164
<0.001
<0.001
0.00139
0.0614
0.00292
0.00556
0.00456
<0.0002
<0.0002
2.25
2/2020
No Flow
No Flow
3/3/2020
0.83
7.0
72
<0.05
0.189
<0.001
0.00224
<0.001
<0.001
0.00314
0.00952
0.00734
0.00332
0.00204
<0.0002
<0.0002
5.52
4/2020
No Flow
No Flow
5/27/2020
1.46
7.1
36
<0.05
0.089
<0.001
0.00140
<0.001
<0.001
0.00207
0.00513
0.00196
0.00131
0.00208
<0.0002
<0.0002
3.74
6/16/2020
0.51
6.1
11
<0.05
0.335
<0.001
0.00230
<0.001
<0.001
0.00124
0.00801
0.00140
0.00198
0.00855
<0.0002
<0.0002
2.71
7/2020
No Flow
8/21/2020
0.43
6.9
2.8
<0.05
0.038
<0.001
0.00153
<0.001
<0.001
<0.001
0.00383
<0.001
<0.001
0.00538
<0.0002
<0.0002
2.15
9/17/2020
1.86
7.6
9.5
<0.05
0.086
<0.001
0.00328
<0.001
<0.001
<0.001
0.00954
0.00102
0.00195
0.00672
<0.0002
<0.0002
6.27
10/2020
No Flow
No Flow
11/11/2020
0.46
7.9
<2.5
<0.05
0.076
<0.001
0.00142
<0.001
<0.001
<0.001
0.00198
<0.001
<0.001
0.00610
<0.0002
<0.0002
1.13
12/14/2020
0.43
7.4
10
<0.05
0.105
<0.001
0.00179
<0.001
<0.001
0.00114
0.00398
0.00270
0.00125
0.00471
<0.0002
<0.0002
3.01
1/2021
No Flow
No Flow
2/22/2021
0.40
7.8
9.2
<0.05
1 0.122
<0.001
0.00119
<0.001
<0.001
<0.001
0.00156
0.00114
<0.001
0.00421
<0.0002
<0.0002
1.07
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L- micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO10
\
5° ova
a\�o �\'tea \°
§A\
Parameter °� �\x 5°\ 5bra �e Comments /Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
24"CMP to Catawba River
(Lake Wylie) - Draining RR.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/7/2019
1.06
1 8.3
1 8.2
1 <0.05
1 0.043
1 <0.001
1 0.00223
1 <0.001
I <0.001
1 0.00133
1 0.00815
1 <0.001
1 0.00134
1 0.0117
1 <0.0002
1 <0.0002
1 4.88
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
1 8.0
1 660
1 <0.05
1 0.137
1 <0.001
1 0.0144
1 <0.001
I <0.001
1 0.0199
1 0.0464
1 0.0158
0.0231
0.00512
1 <0.0002
0.000328
1 46.8
12/2019
No Flow
No Flow
1/24/2020
0.91
6.1
<2.5
<0.05
0.049
<0.001
0.00221
<0.001
<0.001
<0.001
0.00200
<0.001
<0.001
0.00465
<0.0002
<0.0002
1.97avg
2/2020
No Flow
No Flow
3/3/2020
0.83
6.9
170
<0.05
0.114
<0.001
0.00543
<0.001
<0.001
0.0103
0.0217
0.00735
0.0105
0.00382
<0.0002
<0.0002
1 12.4
4/2020
No Flow
No Flow
5/27/2020
1.46
6.3
57
<0.05
0.126
<0.001
0.00499
<0.001
<0.001
0.00443
0.0159
0.00445
0.00428
0.00245
<0.0002
<0.0002
9.04
6/16/2020
0.51
6.1
33
<0.05
0.107
<0.001
0.00717
1 <0.001
<0.001
0.00315
0.0182
0.00165
0.00281
0.00444
1 <0.0002
1 <0.0002
5.80
7/2020
No Flow
No Flow
8/21/2020
0.43
6.8
45
<0.05
0.046
<0.001
0.00315
<0.001
<0.001
0.00288
0.00856
0.00221
0.00427
0.00789
<0.0002
<0.0002
4.75
9/17/2020
1.86
7.2
15
<0.05
0.029
<0.001
0.00242
<0.001
<0.001
0.00142
0.00641
<0.001
0.00453
0.00740
<0.0002
<0.0002
5.63avg
10/2020
No Flow
No Flow
11/11/2020
0.46
8.1
10
<0.05
0.022
<0.001
0.00218
<0.001
<0.001
0.00210
0.00770
<0.001
0.00175
0.0108
<0.0002
<0.0002
2.18
12/14/2020
0.43
7.2
43
<0.05
0.050
<0.001
0.00399
<0.001
<0.001
0.00408
0.0104
0.00313
0.00694
0.00362
<0.0002
<0.0002
6.24
1/25/2021
0.31
7.5
49.2
<0.05
0.062
<0.001
0.00235
<0.001
<0.001
0.00289
0.00706
0.00239
0.00260
0.00136
<0.0002
<0.0002
7.08
2/11/2021
1 0.46
7.4
6.0
<0.05
0.056
<0.001
0.00167
<0.001
<0.001
0.00215
0.00486
<0.001
0.00311
0.00327
<0.0002
<0.0002
3.29
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L - micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-7
\
o
�a°tea
a
/\o
oar
o`a\
\�
'\°tea\
��o�a
C,a\�°tea
\C���
°�a�
`o�a�
e\�°a
`o�a�
�`°\
A
\tea
�`'�\� \,��\°�
��`��
tJ
�`��
s
°•�
•�
Qe�\
a�� �e�\�
a °
e�`��
�
et\PLO
�
�����
a
e
Parameter
o�
Comments Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.8
<3
<0.05
0.012
<0.001
<0.001
<0.001
<0.001
<0.001
0.00304
<0.001
<0.001
0.00324
<0.0002
<0.0002
2.78
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-8
o���o/\o
�
`
/\o
�o
\o
o1,
o'`a
oto
�'``
t`'�
etJ
a�
•��
o�
�°
��
��
ra
�`�tA
e
Parameter
��°
Q
Q
Q�
C.
C.
C.
ea
5
5
1
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1 1.86
7.7
3.0
<0.05
0.013
1 <0.001
<0.001
<0.001
<0.001
<0.001
0.00329
<0.001
<0.001
0.00327
<0.0002
<0.0002
3.10
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-9
ova\
�
��ap
Qe�aea°�a\
`°tea\
\S
Q�
\Q�
\C'���°\G��
C,�\'11o�a
`°`ate
\�o�a�
\`'e��o
\/\o�a�
°�J
\tea`
a�
ro
�
Parameter
Q
Ie
IL Comments / Note
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1H-2020
No Flow
No Flow
21-1-2020
No Flow
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-10
°tea\
\,\°
`o`
�o/\°tea\
\t
Q1
\�
a\�o�a\
\C�
L\�o�a\
�\
�o�a\
��\
�a�
�o
ova\
\/\°tea\
\5�
ova\
\�
\X10
A
°tea �.
°tea
ot°
�.�°
.�'�`
t5e
��A
a�
.��
o�
�a
mac,
e�
��
,�a
e
Parameter
P
P
L
L
C�
�`
Comments /Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to
Catawba River (Lake Wylie) -
Draining soil borrow area
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
No Flow
2H-2019
No Flow
No Flow
1H-2020
No Flow
No Flow
9/17/2020
1.86
1 7.4
1 6.4
1 0.055
1 0.132
1 <0.001
1 0.00105
1 <0.001
I <0.001
1 0.00100
1 0.00430
1 <0.001
1 0.00230
1 0.00497
1 <0.0002
1 <0.0002
1 3.51
10/2020
No Flow
No Flow
11/2020
No Flow
No Flow
12/2020
No Flow
No Flow
1/2021
No Flow
No Flow
2/2021
No Flow
No Flow
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-11
/\ o
a
'`°tea\
\\0
a\/\o���°tea
tea\
ova\
o'`a ,�,
o'`a °t°
��`
�'``
�h�
etJ
as
°�
r�
Qe
o�
a�
ea
�o
��
�\P
,ca
e
Parameter
Q
Q
Q
Q�
C�
C�
C.
4,
5
lee
�`
Comments/ Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba
River (Lake Wylie) - Draining
soil borrow area and
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1H-2020
No Flow
No Flow
9/17/2020
1 1.86
7.4
24
<0.05
0.101
1 <0.001
0.00168
<0.001
<0.001
<0.001
1 0.00457
<0.001
1 0.00184
0.00619
<0.0002
1 <0.0002
2.58
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-12
�a�
�a�
ova\
�
�a�
a�
°�
o
�`sa\\P��°tea
e\`o
��a\�°
c�\��`
�o�a
�o�a�
\�°�a�
\�e\�o
\�o�a�
\�
t°
°
he
tJ
�
�
�
a
°
�
�
a
e
Parameter
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.4
17
<0.05
0.076
<0.001
0.00244
<0.001
<0.001
<0.001
0.00509
0.00115
0.00239
1 0.00464
<0.0002
<0.0002
3.45
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-13
Parameter
°�a\ \�Q1�°tea \Q'\C'\L\` ���°�a \/\`'e\�°
'\°/\0 \9 \A1°�a�
o
� 5 5 Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to
Catawba River (Lake
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Wylie) - Draining soil
Date
1H-2019
No Flow
No Flow
2H-2019
No Flow
No Flow
1/24/2019
0.91
1 7.1
1 11
1 <0.05
1 0.146
1 <0.001
1 0.00101
<0.001
<0.001
I <0.001
1 0.00490
1 <0.001
1 0.00106
1 <0.001
1 <0.0002
1 <0.0002
1 5.76
2/2020
No Flow
No Flow
3/3/2020
0.83
1 7.0
1 52
<0.05
0.057
<0.001
0.00101
<0.001
<0.001
1 0.00237
1 0.00476
1 0.00165
1 0.00164
1 <0.001
1 <0.0002
1 <0.0002
1 7.19
4/2020
No Flow
No Flow
5/27/2020
1.46
6.9
56
<0.05
0.241
<0.001
0.00287
1 <0.001
<0.001
0.00191
0.00583
1 0.00178
1 0.00710
1 0.00255
1 <0.0002
1 <0.0002
8.02
6/2020
No Flow
No Flow
7/2020
No Flow
No Flow
8/2020
No Flow
No Flow
9/17/2020
1.86
7.7
18
<0.05
0.053
<0.001
0.00155
I <0.001
<0.001
<0.001
0.00416
1 <0.001
1 0.00160
1 <0.001
1 <0.0002
1 <0.0002
5.50
10/2020
No Flow
No Flow
11/2020
No Flow
No Flow
12/2020
No Flow
No Flow
1/2021
No Flow
No Flow
2/2021
No Flow
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-14
aea�o\
o
�a°tea
�a�
a
`°
�a\
a�
�o\°tea\
�/\°tea\
a\�°tea\
C,��
�a�
o�a�
\boa\
\A10
o`a 1,
o`a
ot°
�``
t`'�
etJ
a�
•��
o�
��\A
�°
��
��
ra
e
Parameter
��°
Q
Q
Q�
C�
C�
C�
ea
5
5
�`
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.5
50
<0.05
0.127
<0.001
0.00225
<0.001
<0.001
0.00265
0.00566
0.00207
0.00382
0.00183
<0.0002
<0.0002
4.98
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-15
o`a\
/\O
/\°tea\
a\
\y
/\°tea\\�
\/\°
\Q�°\
\C,a\
\C'�\�o
'\°tea
\�,e\�°tea\moo
\
\
�\
ot°
°��
t5e
eta
.ct
e,
Parameter
ova
Q
ova ��°
'1,
P
P
a�
L
L
L
�.
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow area
and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
21-1-2020
No Flow
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO15
yro3ti
,\o /\ova\t �o�a� °�131
XIo/\oIQ
°
5 ��IV o �. >
Parameter 'x\ '�°\ r°° Comments/Note
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
36"RCP to Catawba River
(Lake Wylie) - Draining soil
borrow area, ash fill, and
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1/24/2020
0.91
6.8
<2.9
0.378
<0.005
<0.001
0.00853
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.949
3/31/2020
0.03
6.9
<2.8
0.443
<0.005
<0.001
0.0205
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.872avg
6/16/2020
0.51
6.2
<2.5
0.542
<0.005
<0.001
0.0100
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.666
8/31/2020
0.27
6.9
<2.5
0.775
<0.005
<0.001
<0.01
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.64avg
11/11/2020
0.46
7.5
<2.5
0.407
0.028
<0.001
0.00329
<0.001
<0.001
<0.001
0.00181
<0.001
0.00154
<0.001
<0.0002
<0.0002
1.46
12/14/2020
0.43
7.5
5.4
0.186
<0.005
<0.001
0.0218
<0.001
<0.001
<0.001
0.00115
<0.001
0.00109
<0.001
<0.0002
<0.0002
2.75
1/25/2021
0.31
7.3
3.2
0.428
<0.005
<0.001
0.0108
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.714
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO16
o a
aea�o\ �a\ a� ¢ a\�o�a\ C,�� �a°tea tea\ ova\ \/\oa\ ova\ 11\0
Parameter �a no moo �� ye tJ ac� to Q� aa � ye ��e ay et
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
36"CMP to discharge canal to South
For Catawba River - Draining
paved/gravel/dirt roads, and ash haul
road.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2/2019
0.11
7.6
<5
<0.05
0.072
<0.001
<0.001
<0.001
<0.001
<0.001
0.00117
<0.001
<0.001
<0.001
<0.0002
<0.0002
<0.5
5/2018
No Flow
No Flow
6/7/2019
1.06
7.3
180
<0.05
0.350
<0.001
0.00330
<0.001
<0.001
0.00628
0.0102
0.00373
0.00392
<0.001
<0.0002
<0.0002
7.03
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
7.5
<0.05
<0.001
0.00289
<0.001
<0.001
0.00290
0.00161
0.00215
<0.001
<0.0002
<0.0002
6.69avg
12/2019
No Flow
No Flow
1/24/2020
0.91
6.9
<0.05
<0.001
<0.001
<0.001
<0.001
0.00124
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.57
2/2020
No Flow
No Flow
3/3/2020
0.83
7.1
<0.05
<0.001
0.00224
<0.001
<0.001
0.00660
0.00327
0.00450
<0.001
<0.0002
<0.0002
11.4
4/2020
No Flow
No Flow
5/27/2020
1.46
6.7
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.855avg
6/16/2020
0.51
7.6
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.662
8/21/2020
0.43
7.0
<0.05
<0.001
0.00433
<0.001
<0.001
0.00161
<0.001
0.00132
0.00108
<0.0002
<0.0002
6.31
9/17/2020
1.86
7.5
<0.05
<0.001
0.00835
<0.001
<0.001
0.00511
0.00307
0.00458
0.00318
<0.0002
<0.0002
19.3
10/2020
No Flow
No Flow
11/11/2020
0.46
7.9
<0.05
0.00126
0.0115
<0.001
<0.001
0.00876
0.00522
0.00764
0.00229
<0.0002
<0.0002
20.2
12/14/2020
0.43
7.3
<0.05
<0.001
0.00106
<0.001
<0.001
0.00133
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.56
1/25/2020
0.31
7.6
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.738
2/11/2020
0.46
7.6
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.43avg
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport
avg - average of primary and duplicate.

Allen Storm Water Outfall SWO18
o\\ay a\ a\ a\
eat °� ova\ 'Il 'l°� `o�a�
a
\�o�°tea\1�0ea5�
o� \P¢O
a� r
Comments/NotesParameter
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
ug/L ug/L ug/L ug/L ug/L ug/L ug/L
mg/L
48"CMP to discharge canal to
South Fork Catawba River -
Draining paved roads, ash haul
road sluce piping and switchyard.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
<-Detect->
15
Frequency
SA
SA
SA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SA
SA
SA
SA
SA
SA
SA
SA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2/2019
0.11
7.7
<5
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
I <0.001
<0.001
1 <0.0002
<0.0002
0.507avg
Discontinued
NRS
5/2019
No Flow
No Flow
6/7/2019
1.06
7.3
190
<0.05
0.017
<0.001
<0.001
<0.001
<0.001
0.00425
0.00784
0.00249
1 0.00228
<0.001
1 <0.0002
<0.0002
8.65a g
Discontinued
<5.0
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59 7.8 10 <0.05 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.00378 <0.001 I <0.001 <0.001 1 <0.0002 1<0.00021 2.61 1 Discontinued <5.0
12/2019
No Flow
No Flow
1/24/2020
0.91 7.2 3.2 <0.05 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.00128 <0.001 I <0.001 <0.001 1 <0.0002 1<0.00021 1.35 1 Discontinued <5.0
2/2020
No Flow
No Flow
3/3/2020
0.83 7.3 390 <0.05 0.035 <0.001 0.00131 <0.001 <0.001 0.00863 0.0180 0.007111 0.00457 <0.001 1 <0.0002 1<0.00021 19.0 1 Discontinued <5.0
4/2020
No Flow
No Flow
5/27/2020
1.46
6.8
6.5
<0.05
0.014
<0.001
<0.001
<0.001
<0.001
<0.001
0.00145
<0.001
I <0.001
<0.001
1 <0.0002
1<0.00021
1.46
1 Discontinued
<5.0
6/16/2020
0.51
7.5
4.6
<0.05
0.006
<0.001
<0.001
<0.001
<0.001
<0.001
0.00107
<0.001
I <0.001
<0.001
1 <0.0002
<0.0002
1.77a,g
I Discontinued
<5.0
7/2020
No Flow
No Flow
8/21/2020
0.43
7.3
37
<0.05
0.005
<0.001
<0.001
<0.001
<0.001
0.00142
0.00354
<0.001
<0.001
<0.001
1 <0.0002
<0.0002
4.91a"g
Discontinued
<5.0
9/17/2020
1.86
7.7
11
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00168
<0.001
<0.001
<0.001
1 <0.0002
1<0.00021
4.94
1 Discontinued
<5.0
10/2020
No Flow
No Flow
11/11/2020
0.46
7.6
13
<0.05
0.090
<0.001
<0.001
<0.001
<0.001
<0.001
0.0128
0.00198
<0.001
<0.001
<0.0002
<0.0002
4.30avg
Discontinued
<5.0
12/14/2020
0.43
7.3
15
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00156
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.74
Discontinued
<5.0
1/25/2021
0.31
7.6
4.4
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.00avg
<5.0
2/11/2021
0.46
7.7
4.8
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.05
Discontinued
<5.0
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L - micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SW020
5
'`°� \`o� \,<o ova\ a\ "a\
°` ova \5� �� \�a\ \La \�'\�°� \°
ova � ova oto \�° �Q eat \� eye ray e�
Parameter � 9 Q> '� P P Q> C� C C.�oComments/Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
48"CMP to discharge canal to South Fork
Catawba River- Draining paved roads,
gravel storage const. parking area.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/2019
No Flow
No Flow
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
1 7.9
1 320
1 <0.05
1 0.055
1 <0.001
1 0.00104
1 <0.001
<0.001
1 0.00746
1 0.0171
1 0.00483
1 0.00535
1 <0.001
1 <0.0002
1 <0.0002
28.6
12/2019
No Flow
No Flow
1/24/20
0.91
7.2
1 110
1 <0.05
1 0.066
<0.001
0.00107
<0.001
<0.001
0.00715
0.116
0.00485
0.00241
<0.001
1 <0.0002
1 <0.0002
22.2
2/2020
No Flow
No Flow
3/3/20
0.83
7.2
330
<0.05
0.049
<0.001
0.00121
<0.001
<0.001
0.0112
0.0209
0.00821
0.00487
<0.001
<0.0002
<0.0002
32.7
4/2020
No Flow
No Flow
5/27/20
1.46
7.2
220
<0.05
0.077
<0.001
<0.001
<0.001
<0.001
0.00474
0.0192
0.00233
0.00564
<0.001
<0.0002
<0.0002
8.87
6/16/20
0.51
6.3
94
<0.05
0.050
<0.001
<0.001
<0.001
<0.001
0.00299
0.0112
0.00127
0.00280
<0.001
<0.0002
<0.0002
9.17
7/2020
No Flow
No Flow
8/21/20
0.43
7.2
350
<0.05
0.071
<0.001
0.00150
<0.001
<0.001
0.00690
0.0171
0.00491
0.00448
<0.001
<0.0002
<0.0002
15.0
9/17/20
1.86
7.8
370
<0.05
0.082
<0.001
<0.001
<0.001
<0.001
0.00517
0.0207
0.00291
0.00608
<0.001
<0.0002
<0.0002
10.7
10/2020
No Flow
No Flow
11/11/20
0.46
7.9
130
<0.05
0.048
<0.001
0.00138
<0.001
<0.001
0.00516
0.0149
0.00356
0.00349
<0.001
<0.0002
<0.0002
11.0
12/14/20
0.43
7.6
2,200
<0.05
0.395
<0.001
0.00277
0.00344
<0.001
0.0451
0.288
0.020
0.052
<0.001
<0.0002
0.000651
13.6avg
2/22/21
0.40
7.8
21
<0.05
0.009
<0.001
<0.001
<0.001
<0.001
0.00197
0.00418
0.00106
0.00125
<0.001
<0.0002
<0.0002
5.29avg
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Steam Station
253 Plant Allen Road
Belmont, NC 28012
April 7, 2021
North Carolina Division of Water Resources
DEMLR Stormwater Program
Attn: Jim Farkas
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Duke Energy Carolinas, LLC
Allen Steam Station
NPDES Stormwater Permit NCS000546
Renewal Application Update
Dear Mr. Farkas:
Duke Energy Carolinas, LLC. requests the following updated information be included with the October
29, 2019 renewal application package:
1. Summary of Analytical Monitoring results for the time period 2019 to Q1 2021.
2. Summary of Visual Monitoring results for the time period 2019 to Q1 2021.
3. Narrative of site activities
If you have any questions, please contact Elizabeth Glenn [phone] or Elizabeth.glenn@duke-
energy.com.
I certifi,, underpenalty of law, that this docttntent and all attachments were prepared under my direction or supervision
in accordance with a system designed to assure that qualifiedpersonne/properly gather and evaluate the information
submitted. Based on my inquiry of the person orpersons ivho 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 aivare that there are significant penalties for submitting false information, including the possibility
of fines and imprisonment far knowing violations.
SiLwerely,
ick R. Roper
General Manager III
Allen Steam Station
Enclosures

Narrative of Site Activities
In order to facilitate safe closure of the ash basins at Plant Allen, three onsite landfills will be
constructed. Of the three landfills, the North Starter Landfill (NSLF) will be the only landfill with
potential stormwater impacts known at this stage of planning. Subsequent landfills will be
covered under the NPDES Wastewater permit and associated outfalls. The NSLF will be
constructed in the SW015 drainage area. All ash contact water will be handled and treated
through the NPDES Wastewater permit and associated outfalls.

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW001
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge
Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
12/20/2017
BrownishRed
None
3
3
3
None
None
None
0.9
11/2/2018
Clear
None
1
1
1
None
None
None
0.53
12/14/2018
Clear
None
1 1
1
1
None
None
None
0.78
12/20/2018
Clear
None
1
1
1
None
None
None
1.49
1/2019
No Qualifying Event
2/2019
No Qualifying Event
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
4/5/2019
Orange
None
3
1
3
None
I None
None
0.92
5/2019
No Qualifying Event
6/2019
No Qualifying Event
7/2019
No Qualifying Event
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No Qualifying Event
11/2019
No Qualifying Event
12/2019
No Qualifying Event
1/24/2020
No Flow
0.91
2/6/2020
Orange
None
3
1
3
None
None
None
2.33
3/3/2020
Orange
None
2
2
2
None
None
None
0.83
5/19/2020
No Flow
1.4
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

� ram■ ■■ AP, r r' POs
.5/ 2020
No Flow
7 020
Mh
Moe"
I No Qualifying Event
10 0
No Qualifying Event
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
2/2021
No Qualifying Event
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW001A
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
12/14/2018
No Flow
0.78
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
9/2019
No Qualifying Event
1/24/2020
No Flow
0.91
5/19/2020
No Flow
1.4
5/27/2020
No Flow
1.46
11/2020
No Flow
0.46
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
.. ENERGY:
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW002
�, rarl"Cr
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipit;
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
Clear
None
1
1
1
None
None
None
0.51
3/2019
No Qualifying Event
4/5/2019
Lt. Tan
None
2
1
2
1 None
None
None
0.92
6/2019
No Qualifying Event
7/23/2019
Clear
None
1
1
1
1 None
None
None
0.88
9/2019
No Qualifying Event
1/24/2020
Clear
None
1
1
1
None
None
None
0.91
2/6/2020
Lt. tan
None
2
1
1
None
None
None
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
9/17/2020
Tan
None
3
1
2
None
None
None
1.86
11/2020
No Flow
0.46
12/14/20
Clear to faint
None
2
1
1 1
None
None
None
0.43
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

%> DUKE
ENERGY:
<M'7 C;"I-MCI"CP
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW003
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifing Event
4/5/2019
Lt. Orange
_Tan
None
2
1
2
None
None
None
0.92
6/2019
No Qualifying Event
9/2019
No Qualifying Event
1/24/2020
No Flow
0.91
2/6/2020
Lt. tan
None
2
1
1
None
None
None
2.33
5/19/2020
No Flow
1.4
5/27/2020
No Flow
1.46
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
11/2020
No Flow
0.46
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW005
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
Clear
None
1
1
1
None
None
None
0.51
3/2019
1 No Qualifying Event
4/5/2019
Clear -
White
None
1
1
2
None
None
None
0.92
6/2019
No Qualifying Event
9/2019
No Qualifying Event
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Clear
None
1
2
1
None
None
None
0.91
2/6/2020
Clear
None
1
1
1
None
None
None
2.33
5/19/2020
Inaccessible
1.4
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
11/2020
No Flow
0.46
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
ENERGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW007
C,,'� Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
1/2019
No Qualifying Event
2/12/2019
Clear None 2 1 1 1 None I None None 0.51
3/2019
No Qualifying Event
4/5/2019
Clear -White
None
1
1
1.5
None
None
None
0.92
6/7/2019
Clear - White
None
1
1
1
None
None
None
1.06
7/2019
No Qualifying Event
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No Qualifying Event
11/12/2019
Tan
None
1
1
1
None
None
None
0.59
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Clear
None
2
1
1
None
None
None
0.91
2/6/2020
Lt. Tan
None
1
1
1
None
None
None
2.33
3/3/2020
Brown/tan
None
2
2
2
None
I None
None
0.83
4/20
No Qualifying Event
5/19/2020
Inaccessible
1.4
5/27/2020
Clear
None
1
2
1
None
None
None
1.46
6/16/2020
Clear
None
1
1
1
None
None
None
0.51
7/2020
No Qualifying Event
8/31/2020
Cloudy v. faint
gray
None
1
1
1
None
None
None
0.27
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
10/2020
No Qualifying Event
11/2020
Slightly cloudy
None
1
1
1
None
None
None
0.46
12/14/2020
Clear to faint
None
2
1
1
None
None
None
0.43
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

���■1■I
IL
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

/. DUKE
"ENERGY..
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW008
< Card"o
Summary of Stormwater Discharge Outfall (SDO) Qualitative
Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
Clear
None
1
1
1
None
None
None
0.51
3/2019
1 No Qualifying Event
4/5/2019
Lt. Tan
None
1
1
2
None
None
None
0.92
6/7/2019
Clear - White
None
1
1
1
None
None
None
1.06
9/2019
No Qualifying Event
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Clear
None
1
1
1
None
None
None
0.91
2/6/2020
Clear
None
1
1
1
None
None
None
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
8/31/2020
Faint Brown
None
2
1
1
None
None
None
0.27
1112020
Clear
None
1
1
1
None
None
None
0.46
12/14/2020
Clear to faint
None
2
1
1
None
None
None
0.43
1/25/2021
Clear
None
1
1
1
None
None
None
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
. ENERGY,
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW009
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
1/2019
No Qualifying Event
2/12/2019
Clear None 1 1 2 7 None None None 0.51
3/2019
No Qualifying Event
4/5/2019
Lt. Tan None 1 1 2 1 None None None 0.92
5/2019
No Qualifying Event
6/7/2019
Clear - White
None
1
1
1
None
None
None
1.06
7/23/2019
Clear
None
1
1
1
None
None
None
0.88
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No Qualifying Event
11/12/2019
Brown
None
1
1
1
None
None
None
0.59
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Clear
None
1
1
1
None
None
None
0.91
2/6/2020
Clear
None
1
1
1
None
None
None
2.33
3/3/2020
Black
None
2
2
2
1 None
None
None
0.83
4/20
No Qualifying Event
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
5/27/2020
Slight haze
None
1
2
1
None
None
None
1.46
6/16/2020
Clear
None
1
2
1
None
None
None
0.51
7/2020
No Qualifying Event
8/21/2020
Clear
None
1
1
1
None
None
None
0.43
9/17/2020
Tan
None
3
2
1
None
None
None
1.86
10/2020
No Qualifying Event
11/2020
Clear
None
1
1
1
None
None
None
0.46
12/14/2020
Clear to faint
None
2
1
1
None
None
None
0.43
1/25/2020
No Flow
0.31
2/12/2021
Clear None 1 2 1 1 None None None
0.43
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

,DUKE
vq, ' ENERGY,,
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
C,,'� Cardno
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW010
Summary of Stormwater Discharge Outfall (SDO) Qualitative Mon
Discharge Assessment
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

Date:
Color
Odor
Clarity
Floatingil
Solids
SuspendedErosion
Solids
Foam
r07-
Sheen
/
1
C No Qualifying Event
2/12/2019
Clear None 1 1 1 1 None I None No
3/2019
No Qualifying Event
4/5/2019
Dk. Brown None 4 2 4 None None No
5/2019
No Qualifying Event
6/7/2019
Clear - White
None
1
1
1
None
None
No
7/23/2019
Clear
None
1
1
1
None
None
No
8/2019
No Qualifying Event
9/2019
No Qualifying Event
701
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

�.10019
L..F %J I XL— Quafffyi
■
"M ■4
11 /2019
4
4
None
None
No
12/2 019
_Ej4
le
n
1
1
1
None
None
No
1/24/2020
Slightly tan
None
2
1
1
None
None
No
2/6/2020
Lt. Brown
None
2
1
2
None
None
No
3/3/2020
Lt. Brown
None
2
2
2
None
I None
No
4/20
No Qualifying Event
5/19/2020
Clear
None
1
1
1
None
None
No
5/27/2020
Lt brown
None
2
1
2
None
None
No
6/16/2020
Clear
None
1
1
1
None
None
No
7/2020
No Qualifying Event
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

2026 .
None
2
1
N
-.8/jff
17/2020
t
2
1 1
1 1
1 None
I None No
10 0
No Qualifying Event
11/2020
Clear
None
1
1
1
None
None
No
12/14/2020
Clear to faint
None
2
1
1
None
None
No
1/25/2021
Faint Tan
None
2
1
2
None
None
No
2/11/2021
Faint Tan
None
2
1
1
None
None
No
7*1
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

f, ...: DUKE
." ENERGY,,
arts
Tntal FvPnt Prarinitntinn
C7 Cardno
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

.dr- . --ru.- m e,�-.-..
)eposition I (in)
e
ne 1 0.51 1
ne 1 0.92 1
ne 1.06
ne 0.88
C,,'O� Cardno
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

MI
IL-0-r-
ne
ne
ne
0.91
ne
2.33
ne
0.83
ne
1.4
ne
1.46
ne
0.51
'e
C,,'o� Cardno
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

NO
MIVA�
Ye
C,'� Cardno
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1
= Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-7
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
7/23/2019
Clear
None
1
1
1
None
I None
None
0.88
9/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
Clear
None
1
1
1
None
None
None
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-8
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
4/5/2019
Clear
None
1.5
1
1.5
None
I None
None
0.92
6/2019
No Qualifying Event
9/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
Lt. Tan
None
2
1
1
None
None
None
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-9
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
9/2019
No Qualifying Event
12/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
No flow
2.33
5/19/2020
No flow
1.4
9/17/2020
No flow
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-10
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifing Event
4/5/2019
Lt. Yellow
None
2
2
1.5
None
None
F None
0.92
6/2019
No Qualifying Event
7/23/2019
Clear
None
1
1
1
None
I None
None
0.88
9/2019
No Qualifying Event
12/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
No flow
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
10/2020
No Qualifying Event
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
2/2021
No access due to drilling blocking road
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-11
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
9/2019
No Qualifying Event
12/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
No flow
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-12
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
9/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
Clear
None
1
1
1
None
None
None
2.33
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
�. ENERGY:,,
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW0013-13
<,,7 Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipit;
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
3/2019
No Qualifying Event
6/2019
No Qualifying Event
7/23/2019
Clear
None
1
1
1
1 None
I None
None
0.88
9/2019
No Qualifying Event
1/24/2020
Clear
None
2
1
1
None
None
None
0.91
2/6/2020
Clear
None
1
1
1
None
None
None
2.33
3/3/2020
Lt. Orange
None
2
2
2
None
None
None
0.83
4/20
No Qualifying Event
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
5/27/2020
Gray
None
2
1
2
None
None
None
1.46
7/2020
No Qualifying Event
9/17/2020
Faint Tan
None
2
1
1
1 None
I None
None
1.86
10/2020
No Qualifying Event
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
2/2021
No access due to drilling blocking road
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

(' DUKE
ENERGY,
L,"7 Car-dno
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-14
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
9/2019
No Qualifying Event
12/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
No flow
2.33
5/19/2020
No flow
1.4
9/17/2020
No flow
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0013-15
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
2/12/2019
No Flow
0.51
3/2019
No Qualifying Event
6/2019
No Qualifying Event
9/2019
No Qualifying Event
12/2019
No Qualifying Event
1/24/2020
No flow
0.91
2/6/2020
No flow
2.33
9/17/2020
Clear
None
1
1
1
None
None
None
1.86
12/2020
No Qualifying Event
1/25/2020
No Flow
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
E RGY
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No.
Phone Number:
Outfall Number:
NCS000546
704.829.2350
SW0015
L, Cardno
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
3/2019
No Qualifying Event
6/2019
No Qualifying Event
7/23/2019
Clear
None
1
1
1
None
I None
None
0.88
9/2019
No Qualifying Event
12/2019
No Qualifying
Event
1/24/2020
Clear
None
1
1
1
None
None
None
0.91
3/31/2020
Clear
None
1
1
1
None
None
None
0.03
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
6/16/2020
Clear
None
1
1
1
None
None
None
0.51
8/31/2020
Clear
None
1
1
1
None
None
None
0.27
11/2020
Clear
Slight
1
1
1
None
None
None
0.46
12/14/2020
Tan
None
3
2
2
None
None
None
0.43
1/25/2020
Clear
None
1
1
1
None
None
None
0.31
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

I AqCmft� DUKE
1. ENERGY.
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW016
" "r ogy"ey
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
1/2019
No Qualifying Event
2/12/2019
Clear None 2 1 2 1 None I None None 0.51
3/2019
1 No Qualifying
Event
4/2/2019
Clear
None
1
1
1
None
None
None
0.11
4/5/2019
Orange Brown
None
4
1
4
None
None
None
0.92
5/2019
No Qualifying
Event
6/7/2019
Cloudy, red
None
5
3
4
None
None
None
1.06
7/23/2019
Clear
None
1
1
1
None
None
None
0.88
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No Qualifying
Event
11/12/2019
Brownish Tan
None
2
2
2
None
None
None
0.59
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Clear
None
1
1
1
None
None
None
0.91
2/6/2020
Lt. Red
None
1
1
2
None
None
None
2.33
3/3/2020
Lt. Orange
None
2
2
2
None
None
None
0.83
4/20
No Qualifying
Event
5/19/2020
Clear
None
1
1
1
None
None
None
1.4
5/27/2020
Clear
None
1
1
1
None
None
None
1.46
6/16/2020
Clear
None
1
1
1
None
None
None
0.51
7/2020
No Qualifying
Event
8/21/2020
Clear/yellow
None
1
1
2
None
None
None
0.43
9/17/2020
Faint tan
None
2
1
1
None
None
None
1.86
10/2020
No Qualifying Event
11/2020
Slightly cloudy
None
2
1
1
None
None
None
0.46
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

mw1�&-I■I►J
Eu—jk-kiidWOMPA441=1
©
o
o
�
�
rem
ay If i.
M
NI
I :9
�XMgkq
"Cirma
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

DUKE
ENERGY.
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW018
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
1/2019
No Qualifying Event
2/12/2019
V. Lt. Brown None 2 1 2 1 None
I None None 0.51
3/2019
1 No Qualifying Event
4/2/2019
Clear
None
1
1
1
None
None
None
0.11
4/5/2019
Orange - Tan
None
4
2
4
None
None
None
0.92
5/2019
No Qualifying Event
6/7/2019
Cloudy, red
None
5
4
2
None
None
None
1.06
7/23/2019
Clear
None
1
1
1
None
None
None
0.88
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No Qualifying Event
11/12/2019
Brown
None
1
1
1
None
None
None
0.59
12/23/2019
Light Red
None
2
1
1
None
None
None
1.2
1/24/2020
V. Faint tan
None
2
1
1
None
None
None
0.91
2/6/2020
Lt. Orange
None
2
1
2
None
None
None
2.33
3/3/2020
Orange
None
3
3
3
None
None
None
0.83
4/20
No
Qualifying Event
5/19/2020
Faint tan
None
2
1
1
None
None
None
1.4
5/27/2020
Clear
None
1
2
1
None
None
None
1.46
6/16/2020
Faint tan
None
2
1
2
None
None
None
0.51
7/2020
No Qualifying Event
8/21/2020
Slightly tan
None
2
1
3
None
None
None
0.43
9/17/2020
Faint tan
None
2
1
1
None
None
None
1.86
10/2020
No Qualifying Event
11/2020
Clear
None
2
1
1
None
None
None
0.46
12/14/2020
V. Faint tan
None
2
1
2
None
None
None
0.43
1/25/2020
Clear
None
1
1
2
None
None
None
0.31
2/11/2021
Clear
None
1
1
2
None
None
None
0.46
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1= Best Case and 5 = Worst Case

(' DUKE
ENERGY.:
Facility Name: Allen Steam Station
County: Gaston
Site Contact: Randy Gantt
Individual NPDES Permit No. NCS000546
Phone Number: 704.829.2350
Outfall Number: SW020
Summary of Stormwater Discharge Outfall (SDO) Qualitative Monitoring Reports
Date:
Discharge Assessment
Erosion / Deposition
Total Event Precipitation (in)
Color
Odor
Clarity
Floating
Solids
Suspended
Solids
Foam
Oil Sheen
1/2019
No Qualifying Event
2/12/2019
Clear None 1 1 1 1 None I None None 0.51
3/2019
No Qualifying Event
4/5/2019
Lt. Tan None 1 1 2 1 None I None None 0.92
5/2019
No Qualifying Event
6/2019
No Qualifying Event
7/2019
No Qualifying Event
8/2019
No Qualifying Event
9/2019
No Qualifying Event
10/2019
No
Qualifying Event
11/12/2019
Orange
None
3
3
3
None
None
None
0.59
12/23/2019
Clear
None
1
1
1
None
None
None
1.2
1/24/2020
Orange
None
4
2
4
None
None
None
0.91
2/6/2020
Orange
None
3
1
3
None
None
None
2.33
3/3/2020
Dark Orange
None
4
4
4
None
None
None
0.83
4/20
No
Qualifying Event
5/19/2020
Faint tan
None
2
1
1
None
None
None
1.4
5/27/2020
Lt. Brown
None
2
1
2
None
None
None
1.46
6/16/2020
Tan
None
3
1
2
None
None
None
0.51
7/2020
No Qualifying Event
8/21/2020
Orange
None
4
1
2
None
None
None
0.43
9/17/2020
Tan
None
3
1
2
None
None
None
1.86
10/2020
No Qualifying Event
11/2020
Slightly
Orange
None
2
1
1
None
None
None
0.46
12/14/2020
Brown
None
4
2
2
None
None
None
0.43
1/25/2020
No Flow
0.31
2/12/2021
Faint tan None 2 1 1 None I None None
0.43
Notes: Value assessment of 1-5 for Clarity, Floating Solids and Suspended Solid. Values increasing upward by severity 1 = Best Case and 5 = Worst Case

Parameter
Units
Benchmark
Frequency
Date
1/2019
2/2019
3/2019
4/2019
5/2019
6/2019
7/2019
8/2019
9/2019
10/2019
11/12/2019
12/2019
1/24/20
2/2020
3/3/20
4/2020
5/27/20
6/16/20
7/2020
8/21/20
9/17/20
10/2020
11/11/20
12/14/20
2/22/21
Allen Storm Water Outfall SW020
�C;\
0
tea\
2a'
/\ova
0
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
NA
6.0-9.0
100
NE
0.126
0.09
0.34
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
0.59 1 7.9 1 320 1 <0.05 1 0.055
0.91 1 7.2 1 110 1 <0.05 1 0.066
0.83
1 7.2
1 330
1 <0.05
1 0.049
1.46
1 7.2
220
<0.05
0.077
0.51
6.3
94
<0.05
0.050
0.43
7.2
350
<0.05
0.071
1.86
7.8
370
<0.05
0.082
0.46
7.9
130
<0.05
0.048
0.43
7.6
2,200
<0.05
0.395
0.40
7.8
21
<0.05
0.009
i
a�
mg/L
0.065
QCA
Laa�\ Cry
mg/L mg/L
0.003 0.9
QCA QCA
a
oO\
Lod
mg/L
0.010
QCA
'\°tea°�
P c� �A
Comments / Notes
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
48"CMP to discharge canal to South Fork
0.075
0.335
0.056
0.0003
NE
NE
Catawba River- Draining paved roads,
gravel storage const. parking area.
QCA
QCA
QCA
QCA
QCA
QCA
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
<0.001
0.00104
<0.001
<0.001
0.00746
0.0171
0.00483
0.00535
<0.001
<0.0002
<0.0002
28.6
No Flow
<0.001
0.00107
<0.001
<0.001
0.00715
0.116
0.00485
0.00241
<0.001
<0.0002
<0.0002
22.2
No Flow
<0.001
0.00121
<0.001
<0.001
0.0112
0.0209
0.00821
0.00487
<0.001
<0.0002
<0.0002
32.7
No Flow
<0.001
<0.001
<0.001
<0.001
0.00474
0.0192
0.00233
0.00564
<0.001
<0.0002
<0.0002
8.87
<0.001
<0.001
<0.001
<0.001
0.00299
0.0112
0.00127
0.00280
<0.001
<0.0002
<0.0002
9.17
No Flow
<0.001
0.00150
<0.001
<0.001
0.00690
0.0171
0.00491
0.00448
<0.001
<0.0002
<0.0002
15.0
<0.001
<0.001
<0.001
<0.001
0.00517
0.0207
0.00291
0.00608
<0.001
<0.0002
<0.0002
10.7
No Flow
<0.001
0.00138
<0.001
<0.001
0.00516
0.0149
0.00356
0.00349
<0.001
<0.0002
<0.0002
11.0
<0.001
0.00277
0.00344
<0.001
0.0451
0.288
0.020
0.052
<0.001
<0.0002
0.000651
13.6avg
<0.001
<0.001
<0.001
<0.001
0.00197
0.00418
0.00106
0.00125
<0.001
<0.0002
<0.0002
5.29avg
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
No Flow
►fR:�dMJ
No Flow
No Flow
No Flow
No Flow

Allen Storm Water Outfall SWO01
Parameter
61, °\ �''��
�a\ �ti
a oa �a boa°a /\°` �a� ova �a� ova
�a\ ova \� o,0a Al \�
e\\P\1
K 9
�eotcments/NotesPeCom
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
12"CMP to Catawba River (Lake Wylie) -
Draining gravel road, woodland and RR.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/2019
No Flow
No Flow
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/2019
No Flow
No Flow
12/2019
No Flow
No Flow
1/2020
No Flow
No Flow
2/2020
No Flow
No Flow
3/3/2020
0.83
7.3
12
<0.05
0.103
<0.001
<0.001
<0.001
<0.001
0.00407
0.00530
0.00260
0.00114
<0.001
<0.0002
<0.0002
15.0
4/2020
No Flow
No Flow
5/2020
No Flow
No Flow
6/2020
No Flow
No Flow
7/2020
No Flow
No Flow
8/2020
No Flow
No Flow
9/2020
No Flow
No Flow
10/2020
No Flow
No Flow
11/2020
No Flow
No Flow
12/2020
No Flow
No Flow
1/2021
No Flow
No Flow
2/2021
No Flow
No Flow
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L - micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO01 A
,�a
e\,\o
a\,�o
�\/\
\/\°
o�a�
��
e\,\o
ova\
��\ o� �G\ �� ��� `� mot\\�
���
\QUO ��
�tA
Parameter
I ° �X\
�a�
,�o Q>°
'�>� Pc
P�
Q>e
C,a
Cr
Cr°
�,�
�`
�e
��
�r
�`
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
12"CMP to Catawba River
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
O.OS6
0.0003
NE
NE
(Lake Wylie) - Draining gravel
road, woodland and RR.
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
2H-2019
No Flow
1H-2020
No Flow
2H-2020
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO02
/\oOa
X\e
°�
ova\
\�°�
Ga
\moo
ova\
a\
�3\
/\o
�a�
/\o
�o�a\
Ka�\
¢oa
o`a
�
\�
fie\
\�'
\� o�
fie\
�\
Parameter
o,�a
�
Q
o,�a
ono
0
\moo
1,
���
P
eye
P
eta
aac�
L
rto
L
oQ�
L
eaa
�.
5
5
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
24"CMP to Catawba River (Lake
Wylie) - Draining paved road
and laydown area.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
21-1-2019
No Flow
1/24/2020
0.91
6.9
11
<0.05
0.039
<0.001
0.00159
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.65
9/17/2020
1 1.86
7.6
72
<0.05
0.038
1 <0.001
0.00117
<0.001
<0.001
0.00288
0.00513
1 0.00157
<0.001
<0.001
<0.0002
<0.0002
4.83
12/14/2020
1 0.43
7.6
4.7
<0.05
0.055
1 <0.001
<0.001
<0.001
<0.001
<0.001
0.00526
1 <0.001
0.00117
<0.001
<0.0002
<0.0002
2.65
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO03
\'\°�
ova\°�
\'\o
\,\°
va\
X\ o
a�
�a�°tea
�\
a
\o`a\°
o`
'\°`a
fie\
�°
\
40
lip
4>N
`a
`a
to
�°
tJ
�
r
�
a
°
�
�
a
e
Parameter
Comments Note
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
18"CPP to Catawba River (Lake
Wylie) - Draining RR lines.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.7
29
<0.05
1 0.017
1 <0.001
1 0.00199
1 <0.001
I <0.001
1 0.00114
1 0.00544
1 <0.001
1 0.00110
1 <0.001
1 <0.0002
1 <0.0002
1 10.4
3/16/2020
7.9
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO05
\'`°�
ova\
`°�
\'<°�
�,`o
ova\
a\
tea\°�a
tea\
`°°�a
4>N
��ocJ `\P ��\ ��\ \�c� \C'�ja\�
tJ
�
�
�
a
Parameter
r
a
o
�
e
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
177MP to Catawba River (Lake
Wylie) - Draining gravel laydown
yard, paved roadway and
vegetated slopes.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1/24/2020
0.91
6.8
43
1 0.292
1 0.027
1 <0.001
1 0.00192
1 <0.001
I <0.001
1 0.0031
1 0.00610
1 <0.001
I <0.001
1 0.00248
1 <0.0002
1 <0.0002
1 4.59
9/17/2020
1.86
7.6
3.1
1 <0.05
1 0.067
1 <0.001
I <0.001
I <0.001
I <0.001
I <0.001
1 0.00380
1 <0.001
I <0.001
1 0.00120
1 <0.0002
1 <0.0002
2.37
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO07
,`°� AI°� \`° °�a� a\ tea\°�a
°� �° �°
Parameter°tea Q�°tea°1>p��\ p��e ��Laa Cry C.°� yea �`° �,e� �,�� bra �`e Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
18"CMP to Catawba River (Lake
Wylie) - Draining gravel roadway, Ls
conveyor and RR lines.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/7/2019
1.06 1 8.0 <5 <0.05 0.153 <0.001 <0.001 <0.001 <0.001 <0.001 0.00750 <0.001 0.00103 0.00106 <0.0002 <0.0002 3.53
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59 8.3 97 <0.05 0.216 <0.001 <0.001 <0.001 <0.001 <0.001 0.00273 <0.001 <0.001 <0.001 <0.0002 <0.0002 1.90
12/2019
No Flow
No Flow
1/24/2020
0.91 6.5 20 <0.05 0.315 <0.001 <0.001 <0.001 <0.001 <0.001 0.00134 <0.001 <0.001 <0.001 <0.0002 <0.0002 1.25
2/2020
No Flow
No Flow
3/3/2020
0.83
6.6
84
<0.05
0.132
<0.001
<0.001
<0.001
<0.001
0.00104
0.00220
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.61avg
4/2020
No Flow
No Flow
5/27/2020
1.46
6.8
85
<0.05
1.03
<0.001
1 0.00629
1 <0.001
<0.001
0.00686
0.0141
1 0.00496
1 0.00630
1 <0.001
<0.0002
1 0.000337
<2.00
6/16/2020
0.51
6.3
13
<0.05
0.267
<0.001
0.00111
<0.001
<0.001
<0.001
0.0.103
<0.001
0.00103
<0.001
<0.0002
<0.0002
2.12
7/2020
No Flow
No Flow
8/31/2020
0.27
7.2
29
<0.05
0.055
<0.001
<0.001
<0.001
<0.001
<0.001
0.00187
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.06
9/17/2020
1.86
7.6
42
<0.05
0.168
<0.001
0.00103
<0.001
<0.001
<0.001
0.00281
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.18
10/2020
No Flow
No Flow
11/11/2020
0.46
8.3
68
<0.05
0.193
<0.001
0.00155
<0.001
<0.001
0.00110
0.00271
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.30
12/14/2020
0.43
7.6
15
<0.05
0.283
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.34
1/25/2021
0.31
7.2
9.3
<0.05
0.245
<0.001
<0.001
<0.001
<0.001
<0.001
0.00123
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.880
2/2/2021
0.40
7.7
11
<0.05
0.386
<0.001
<0.001
<0.001
<0.001
<0.001
0.00138
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.48
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO08
/\°tea
\\°
/\°
�\
t° .��
Parameter �o` �� �o` mot V�� Pam` Pt �e La Cr COP" �e �� �� �,� �`° �` Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
24"CMP to Catawba River
(Lake Wylie) - Draining gravel
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
roadway & Ls conveyor.
Date
6/7/19
1.06
8.4
25
<0.05
0.062
<0.001
0.00140
<0.001
<0.001
0.00104
0.00975
<0.001
0.00182
0.00160
<0.0002
<0.0002
4.39
2H-2019
No Flow
No Flow
1/24/2020
0.91
6.9
<2.6
<0.05
0.021
<0.001
<0.001
<0.001
<0.001
<0.001
0.00224
<0.001
<0.001
0.00128
<0.0002
<0.0002
2.00
8/31/2020
0.27
7.2
17
<0.05
0.035
<0.001
0.00162
<0.001
<0.001
0.00138
0.00710
0.00133
0.00150
0.00213
<0.0002
<0.0002
3.62
11/11/2020
0.46
8.5
<2.5
<0.05
0.011
<0.001
<0.001
<0.001
<0.001
<0.001
0.00423
<0.001
<0.001
0.00167
<0.0002
<0.0002
1.77
12/14/2020
0.43
7.7
6.6
<0.05
0.022
<0.001
<0.001
<0.001
<0.001
0.00103
0.00384
<0.001
0.00122
<0.001
<0.0002
<0.0002
2.83
1/25/21
0.31
7.3
12.7
<0.05
0.026
<0.001
<0.001
<0.001
<0.001
I <0.001
1 0.00377
<0.001
0.00133
0.00121
<0.0002
<0.0002
2.26
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO09
°` /\°� �° �a� ova �a\ ova
° tea\ ova\ ����\ Ga\ �L\ ��a� �0 �� 0 �o
�� ` \eta �� `p1�° \I�
e
o� ooi° ��'`� c�a e� ar�° o�� aaa �� ��e ��e ram et
Parameter Q Q P L L L �, 5 �; �` Comments /Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Concrete ditch to Catawba River
(Lake Wylie) - Draining RR.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
Units
inches
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
01/03/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/7/2019
1.06
1 8.1
1 <5
<0.05
0.173
<0.001
0.00163
<0.001
I <0.001
I <0.001
0.00533
<0.001
0.00111
0.0133
<0.0002
<0.0002
2.76
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
8.2
47
<0.05
0.171
1 <0.001
0.00219
<0.001
<0.001
0.00248
0.00779
0.00258
0.00251
0.00452
<0.0002
<0.0002
4.81
12/2019
No Flow
No Flow
1/24/2020
0.91
6.8
5.1
<0.05
0.536
1 <0.001
0.00164
<0.001
<0.001
0.00139
0.0614
0.00292
0.00556
0.00456
<0.0002
<0.0002
2.25
2/2020
No Flow
No Flow
3/3/2020
0.83
7.0
72
<0.05
0.189
<0.001
0.00224
<0.001
<0.001
0.00314
0.00952
0.00734
0.00332
0.00204
<0.0002
<0.0002
5.52
4/2020
No Flow
No Flow
5/27/2020
1.46
7.1
36
<0.05
0.089
<0.001
0.00140
<0.001
<0.001
0.00207
0.00513
0.00196
0.00131
0.00208
<0.0002
<0.0002
3.74
6/16/2020
0.51
6.1
11
<0.05
0.335
<0.001
0.00230
<0.001
<0.001
0.00124
0.00801
0.00140
0.00198
0.00855
<0.0002
<0.0002
2.71
7/2020
No Flow
8/21/2020
0.43
6.9
2.8
<0.05
0.038
<0.001
0.00153
<0.001
<0.001
<0.001
0.00383
<0.001
<0.001
0.00538
<0.0002
<0.0002
2.15
9/17/2020
1.86
7.6
9.5
<0.05
0.086
<0.001
0.00328
<0.001
<0.001
<0.001
0.00954
0.00102
0.00195
0.00672
<0.0002
<0.0002
6.27
10/2020
No Flow
No Flow
11/11/2020
0.46
7.9
<2.5
<0.05
0.076
<0.001
0.00142
<0.001
<0.001
<0.001
0.00198
<0.001
<0.001
0.00610
<0.0002
<0.0002
1.13
12/14/2020
0.43
7.4
10
<0.05
0.105
<0.001
0.00179
<0.001
<0.001
0.00114
0.00398
0.00270
0.00125
0.00471
<0.0002
<0.0002
3.01
1/2021
No Flow
No Flow
2/22/2021
0.40
7.8
9.2
<0.05
1 0.122
<0.001
0.00119
<0.001
<0.001
<0.001
0.00156
0.00114
<0.001
0.00421
<0.0002
<0.0002
1.07
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L- micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO10
\
5° ova
a\�o �\'tea \°
§A\
Parameter °� �\x 5°\ 5bra �e Comments /Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
24"CMP to Catawba River
(Lake Wylie) - Draining RR.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/7/2019
1.06
1 8.3
1 8.2
1 <0.05
1 0.043
1 <0.001
1 0.00223
1 <0.001
I <0.001
1 0.00133
1 0.00815
1 <0.001
1 0.00134
1 0.0117
1 <0.0002
1 <0.0002
1 4.88
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
1 8.0
1 660
1 <0.05
1 0.137
1 <0.001
1 0.0144
1 <0.001
I <0.001
1 0.0199
1 0.0464
1 0.0158
0.0231
0.00512
1 <0.0002
0.000328
1 46.8
12/2019
No Flow
No Flow
1/24/2020
0.91
6.1
<2.5
<0.05
0.049
<0.001
0.00221
<0.001
<0.001
<0.001
0.00200
<0.001
<0.001
0.00465
<0.0002
<0.0002
1.97avg
2/2020
No Flow
No Flow
3/3/2020
0.83
6.9
170
<0.05
0.114
<0.001
0.00543
<0.001
<0.001
0.0103
0.0217
0.00735
0.0105
0.00382
<0.0002
<0.0002
1 12.4
4/2020
No Flow
No Flow
5/27/2020
1.46
6.3
57
<0.05
0.126
<0.001
0.00499
<0.001
<0.001
0.00443
0.0159
0.00445
0.00428
0.00245
<0.0002
<0.0002
9.04
6/16/2020
0.51
6.1
33
<0.05
0.107
<0.001
0.00717
1 <0.001
<0.001
0.00315
0.0182
0.00165
0.00281
0.00444
1 <0.0002
1 <0.0002
5.80
7/2020
No Flow
No Flow
8/21/2020
0.43
6.8
45
<0.05
0.046
<0.001
0.00315
<0.001
<0.001
0.00288
0.00856
0.00221
0.00427
0.00789
<0.0002
<0.0002
4.75
9/17/2020
1.86
7.2
15
<0.05
0.029
<0.001
0.00242
<0.001
<0.001
0.00142
0.00641
<0.001
0.00453
0.00740
<0.0002
<0.0002
5.63avg
10/2020
No Flow
No Flow
11/11/2020
0.46
8.1
10
<0.05
0.022
<0.001
0.00218
<0.001
<0.001
0.00210
0.00770
<0.001
0.00175
0.0108
<0.0002
<0.0002
2.18
12/14/2020
0.43
7.2
43
<0.05
0.050
<0.001
0.00399
<0.001
<0.001
0.00408
0.0104
0.00313
0.00694
0.00362
<0.0002
<0.0002
6.24
1/25/2021
0.31
7.5
49.2
<0.05
0.062
<0.001
0.00235
<0.001
<0.001
0.00289
0.00706
0.00239
0.00260
0.00136
<0.0002
<0.0002
7.08
2/11/2021
1 0.46
7.4
6.0
<0.05
0.056
<0.001
0.00167
<0.001
<0.001
0.00215
0.00486
<0.001
0.00311
0.00327
<0.0002
<0.0002
3.29
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L - micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-7
\
o
�a°tea
a
/\o
oar
o`a\
\�
'\°tea\
��o�a
C,a\�°tea
\C���
°�a�
`o�a�
e\�°a
`o�a�
�`°\
A
\tea
�`'�\� \,��\°�
��`��
tJ
�`��
s
°•�
•�
Qe�\
a�� �e�\�
a °
e�`��
�
et\PLO
�
�����
a
e
Parameter
o�
Comments Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.8
<3
<0.05
0.012
<0.001
<0.001
<0.001
<0.001
<0.001
0.00304
<0.001
<0.001
0.00324
<0.0002
<0.0002
2.78
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-8
o���o/\o
�
`
/\o
�o
\o
o1,
o'`a
oto
�'``
t`'�
etJ
a�
•��
o�
�°
��
��
ra
�`�tA
e
Parameter
��°
Q
Q
Q�
C.
C.
C.
ea
5
5
1
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1 1.86
7.7
3.0
<0.05
0.013
1 <0.001
<0.001
<0.001
<0.001
<0.001
0.00329
<0.001
<0.001
0.00327
<0.0002
<0.0002
3.10
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-9
ova\
�
��ap
Qe�aea°�a\
`°tea\
\S
Q�
\Q�
\C'���°\G��
C,�\'11o�a
`°`ate
\�o�a�
\`'e��o
\/\o�a�
°�J
\tea`
a�
ro
�
Parameter
Q
Ie
IL Comments / Note
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1H-2020
No Flow
No Flow
21-1-2020
No Flow
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-10
°tea\
\,\°
`o`
�o/\°tea\
\t
Q1
\�
a\�o�a\
\C�
L\�o�a\
�\
�o�a\
��\
�a�
�o
ova\
\/\°tea\
\5�
ova\
\�
\X10
A
°tea �.
°tea
ot°
�.�°
.�'�`
t5e
��A
a�
.��
o�
�a
mac,
e�
��
,�a
e
Parameter
P
P
L
L
C�
�`
Comments /Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to
Catawba River (Lake Wylie) -
Draining soil borrow area
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
No Flow
2H-2019
No Flow
No Flow
1H-2020
No Flow
No Flow
9/17/2020
1.86
1 7.4
1 6.4
1 0.055
1 0.132
1 <0.001
1 0.00105
1 <0.001
I <0.001
1 0.00100
1 0.00430
1 <0.001
1 0.00230
1 0.00497
1 <0.0002
1 <0.0002
1 3.51
10/2020
No Flow
No Flow
11/2020
No Flow
No Flow
12/2020
No Flow
No Flow
1/2021
No Flow
No Flow
2/2021
No Flow
No Flow
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-11
/\ o
a
'`°tea\
\\0
a\/\o���°tea
tea\
ova\
o'`a ,�,
o'`a °t°
��`
�'``
�h�
etJ
as
°�
r�
Qe
o�
a�
ea
�o
��
�\P
,ca
e
Parameter
Q
Q
Q
Q�
C�
C�
C.
4,
5
lee
�`
Comments/ Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba
River (Lake Wylie) - Draining
soil borrow area and
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1H-2020
No Flow
No Flow
9/17/2020
1 1.86
7.4
24
<0.05
0.101
1 <0.001
0.00168
<0.001
<0.001
<0.001
1 0.00457
<0.001
1 0.00184
0.00619
<0.0002
1 <0.0002
2.58
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-12
�a�
�a�
ova\
�
�a�
a�
°�
o
�`sa\\P��°tea
e\`o
��a\�°
c�\��`
�o�a
�o�a�
\�°�a�
\�e\�o
\�o�a�
\�
t°
°
he
tJ
�
�
�
a
°
�
�
a
e
Parameter
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.4
17
<0.05
0.076
<0.001
0.00244
<0.001
<0.001
<0.001
0.00509
0.00115
0.00239
1 0.00464
<0.0002
<0.0002
3.45
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-13
Parameter
°�a\ \�Q1�°tea \Q'\C'\L\` ���°�a \/\`'e\�°
'\°/\0 \9 \A1°�a�
o
� 5 5 Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to
Catawba River (Lake
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Wylie) - Draining soil
Date
1H-2019
No Flow
No Flow
2H-2019
No Flow
No Flow
1/24/2019
0.91
1 7.1
1 11
1 <0.05
1 0.146
1 <0.001
1 0.00101
<0.001
<0.001
I <0.001
1 0.00490
1 <0.001
1 0.00106
1 <0.001
1 <0.0002
1 <0.0002
1 5.76
2/2020
No Flow
No Flow
3/3/2020
0.83
1 7.0
1 52
<0.05
0.057
<0.001
0.00101
<0.001
<0.001
1 0.00237
1 0.00476
1 0.00165
1 0.00164
1 <0.001
1 <0.0002
1 <0.0002
1 7.19
4/2020
No Flow
No Flow
5/27/2020
1.46
6.9
56
<0.05
0.241
<0.001
0.00287
1 <0.001
<0.001
0.00191
0.00583
1 0.00178
1 0.00710
1 0.00255
1 <0.0002
1 <0.0002
8.02
6/2020
No Flow
No Flow
7/2020
No Flow
No Flow
8/2020
No Flow
No Flow
9/17/2020
1.86
7.7
18
<0.05
0.053
<0.001
0.00155
I <0.001
<0.001
<0.001
0.00416
1 <0.001
1 0.00160
1 <0.001
1 <0.0002
1 <0.0002
5.50
10/2020
No Flow
No Flow
11/2020
No Flow
No Flow
12/2020
No Flow
No Flow
1/2021
No Flow
No Flow
2/2021
No Flow
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-14
aea�o\
o
�a°tea
�a�
a
`°
�a\
a�
�o\°tea\
�/\°tea\
a\�°tea\
C,��
�a�
o�a�
\boa\
\A10
o`a 1,
o`a
ot°
�``
t`'�
etJ
a�
•��
o�
��\A
�°
��
��
ra
e
Parameter
��°
Q
Q
Q�
C�
C�
C�
ea
5
5
�`
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow
area and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
9/17/2020
1.86
7.5
50
<0.05
0.127
<0.001
0.00225
<0.001
<0.001
0.00265
0.00566
0.00207
0.00382
0.00183
<0.0002
<0.0002
4.98
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO13-15
o`a\
/\O
/\°tea\
a\
\y
/\°tea\\�
\/\°
\Q�°\
\C,a\
\C'�\�o
'\°tea
\�,e\�°tea\moo
\
\
�\
ot°
°��
t5e
eta
.ct
e,
Parameter
ova
Q
ova ��°
'1,
P
P
a�
L
L
L
�.
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
Fifteen 10"CMPs to Catawba River
(Lake Wylie) - Draining soil borrow area
and gravel/dirt roadways.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1H-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
11-1-2020
No Flow
No Flow
21-1-2020
No Flow
No Flow
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO15
yro3ti
,\o /\ova\t �o�a� °�131
XIo/\oIQ
°
5 ��IV o �. >
Parameter 'x\ '�°\ r°° Comments/Note
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
36"RCP to Catawba River
(Lake Wylie) - Draining soil
borrow area, ash fill, and
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
11-1-2019
No Flow
No Flow
21-1-2019
No Flow
No Flow
1/24/2020
0.91
6.8
<2.9
0.378
<0.005
<0.001
0.00853
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.949
3/31/2020
0.03
6.9
<2.8
0.443
<0.005
<0.001
0.0205
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.872avg
6/16/2020
0.51
6.2
<2.5
0.542
<0.005
<0.001
0.0100
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.666
8/31/2020
0.27
6.9
<2.5
0.775
<0.005
<0.001
<0.01
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.64avg
11/11/2020
0.46
7.5
<2.5
0.407
0.028
<0.001
0.00329
<0.001
<0.001
<0.001
0.00181
<0.001
0.00154
<0.001
<0.0002
<0.0002
1.46
12/14/2020
0.43
7.5
5.4
0.186
<0.005
<0.001
0.0218
<0.001
<0.001
<0.001
0.00115
<0.001
0.00109
<0.001
<0.0002
<0.0002
2.75
1/25/2021
0.31
7.3
3.2
0.428
<0.005
<0.001
0.0108
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.714
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SWO16
o a
aea�o\ �a\ a� ¢ a\�o�a\ C,�� �a°tea tea\ ova\ \/\oa\ ova\ 11\0
Parameter �a no moo �� ye tJ ac� to Q� aa � ye ��e ay et
Comments / Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
36"CMP to discharge canal to South
For Catawba River - Draining
paved/gravel/dirt roads, and ash haul
road.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2/2019
0.11
7.6
<5
<0.05
0.072
<0.001
<0.001
<0.001
<0.001
<0.001
0.00117
<0.001
<0.001
<0.001
<0.0002
<0.0002
<0.5
5/2018
No Flow
No Flow
6/7/2019
1.06
7.3
180
<0.05
0.350
<0.001
0.00330
<0.001
<0.001
0.00628
0.0102
0.00373
0.00392
<0.001
<0.0002
<0.0002
7.03
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
7.5
<0.05
<0.001
0.00289
<0.001
<0.001
0.00290
0.00161
0.00215
<0.001
<0.0002
<0.0002
6.69avg
12/2019
No Flow
No Flow
1/24/2020
0.91
6.9
<0.05
<0.001
<0.001
<0.001
<0.001
0.00124
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.57
2/2020
No Flow
No Flow
3/3/2020
0.83
7.1
<0.05
<0.001
0.00224
<0.001
<0.001
0.00660
0.00327
0.00450
<0.001
<0.0002
<0.0002
11.4
4/2020
No Flow
No Flow
5/27/2020
1.46
6.7
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.855avg
6/16/2020
0.51
7.6
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.662
8/21/2020
0.43
7.0
<0.05
<0.001
0.00433
<0.001
<0.001
0.00161
<0.001
0.00132
0.00108
<0.0002
<0.0002
6.31
9/17/2020
1.86
7.5
<0.05
<0.001
0.00835
<0.001
<0.001
0.00511
0.00307
0.00458
0.00318
<0.0002
<0.0002
19.3
10/2020
No Flow
No Flow
11/11/2020
0.46
7.9
<0.05
0.00126
0.0115
<0.001
<0.001
0.00876
0.00522
0.00764
0.00229
<0.0002
<0.0002
20.2
12/14/2020
0.43
7.3
<0.05
<0.001
0.00106
<0.001
<0.001
0.00133
<0.001
<0.001
<0.001
<0.0002
<0.0002
3.56
1/25/2020
0.31
7.6
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.738
2/11/2020
0.46
7.6
<0.05
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.43avg
SU - standard units
mg/L - milligrams per liter
ug/L - micrograms per liter
ng/L - nanograms per liter
< - not detected at the following level
NA - not applicable
NE - not established (monitor only)
PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport
avg - average of primary and duplicate.

Allen Storm Water Outfall SWO18
o\\ay a\ a\ a\
eat °� ova\ 'Il 'l°� `o�a�
a
\�o�°tea\1�0ea5�
o� \P¢O
a� r
Comments/NotesParameter
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
ug/L ug/L ug/L ug/L ug/L ug/L ug/L
mg/L
48"CMP to discharge canal to
South Fork Catawba River -
Draining paved roads, ash haul
road sluce piping and switchyard.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
<-Detect->
15
Frequency
SA
SA
SA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SACA
SA
SA
SA
SA
SA
SA
SA
SA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2/2019
0.11
7.7
<5
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
I <0.001
<0.001
1 <0.0002
<0.0002
0.507avg
Discontinued
NRS
5/2019
No Flow
No Flow
6/7/2019
1.06
7.3
190
<0.05
0.017
<0.001
<0.001
<0.001
<0.001
0.00425
0.00784
0.00249
1 0.00228
<0.001
1 <0.0002
<0.0002
8.65a g
Discontinued
<5.0
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59 7.8 10 <0.05 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.00378 <0.001 I <0.001 <0.001 1 <0.0002 1<0.00021 2.61 1 Discontinued <5.0
12/2019
No Flow
No Flow
1/24/2020
0.91 7.2 3.2 <0.05 <0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.00128 <0.001 I <0.001 <0.001 1 <0.0002 1<0.00021 1.35 1 Discontinued <5.0
2/2020
No Flow
No Flow
3/3/2020
0.83 7.3 390 <0.05 0.035 <0.001 0.00131 <0.001 <0.001 0.00863 0.0180 0.007111 0.00457 <0.001 1 <0.0002 1<0.00021 19.0 1 Discontinued <5.0
4/2020
No Flow
No Flow
5/27/2020
1.46
6.8
6.5
<0.05
0.014
<0.001
<0.001
<0.001
<0.001
<0.001
0.00145
<0.001
I <0.001
<0.001
1 <0.0002
1<0.00021
1.46
1 Discontinued
<5.0
6/16/2020
0.51
7.5
4.6
<0.05
0.006
<0.001
<0.001
<0.001
<0.001
<0.001
0.00107
<0.001
I <0.001
<0.001
1 <0.0002
<0.0002
1.77a,g
I Discontinued
<5.0
7/2020
No Flow
No Flow
8/21/2020
0.43
7.3
37
<0.05
0.005
<0.001
<0.001
<0.001
<0.001
0.00142
0.00354
<0.001
<0.001
<0.001
1 <0.0002
<0.0002
4.91a"g
Discontinued
<5.0
9/17/2020
1.86
7.7
11
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00168
<0.001
<0.001
<0.001
1 <0.0002
1<0.00021
4.94
1 Discontinued
<5.0
10/2020
No Flow
No Flow
11/11/2020
0.46
7.6
13
<0.05
0.090
<0.001
<0.001
<0.001
<0.001
<0.001
0.0128
0.00198
<0.001
<0.001
<0.0002
<0.0002
4.30avg
Discontinued
<5.0
12/14/2020
0.43
7.3
15
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00156
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.74
Discontinued
<5.0
1/25/2021
0.31
7.6
4.4
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.00avg
<5.0
2/11/2021
0.46
7.7
4.8
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.05
Discontinued
<5.0
SU - standard units < - not detected at the following level
mg/L - milligrams per liter NA - not applicable
ug/L - micrograms per liter NE - not established (monitor only)
ng/L - nanograms per liter PCB - polychlorinated biphenyls
SA - semi-annual
SACA Semi-annual during coal or ash transport
SA-QCA Semi-annual - Quarterly during coal or ash transport
QCA Quarterly during coal or ash transport

Allen Storm Water Outfall SW020
5
'`°� \`o� \,<o ova\ a\ "a\
°` ova \5� �� \�a\ \La \�'\�°� \°
ova � ova oto \�° �Q eat \� eye ray e�
Parameter � 9 Q> '� P P Q> C� C C.�oComments/Notes
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
48"CMP to discharge canal to South Fork
Catawba River- Draining paved roads,
gravel storage const. parking area.
Benchmark
NA
6.0-9.0
100
NE
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
NE
NE
Frequency
SA-QCA
QCA
SA-QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
QCA
Date
1/2019
No Flow
No Flow
2/2019
No Flow
No Flow
3/2019
No Flow
No Flow
4/2019
No Flow
No Flow
5/2019
No Flow
No Flow
6/2019
No Flow
No Flow
7/2019
No Flow
No Flow
8/2019
No Flow
No Flow
9/2019
No Flow
No Flow
10/2019
No Flow
No Flow
11/12/2019
0.59
1 7.9
1 320
1 <0.05
1 0.055
1 <0.001
1 0.00104
1 <0.001
<0.001
1 0.00746
1 0.0171
1 0.00483
1 0.00535
1 <0.001
1 <0.0002
1 <0.0002
28.6
12/2019
No Flow
No Flow
1/24/20
0.91
7.2
1 110
1 <0.05
1 0.066
<0.001
0.00107
<0.001
<0.001
0.00715
0.116
0.00485
0.00241
<0.001
1 <0.0002
1 <0.0002
22.2
2/2020
No Flow
No Flow
3/3/20
0.83
7.2
330
<0.05
0.049
<0.001
0.00121
<0.001
<0.001
0.0112
0.0209
0.00821
0.00487
<0.001
<0.0002
<0.0002
32.7
4/2020
No Flow
No Flow
5/27/20
1.46
7.2
220
<0.05
0.077
<0.001
<0.001
<0.001
<0.001
0.00474
0.0192
0.00233
0.00564
<0.001
<0.0002
<0.0002
8.87
6/16/20
0.51
6.3
94
<0.05
0.050
<0.001
<0.001
<0.001
<0.001
0.00299
0.0112
0.00127
0.00280
<0.001
<0.0002
<0.0002
9.17
7/2020
No Flow
No Flow
8/21/20
0.43
7.2
350
<0.05
0.071
<0.001
0.00150
<0.001
<0.001
0.00690
0.0171
0.00491
0.00448
<0.001
<0.0002
<0.0002
15.0
9/17/20
1.86
7.8
370
<0.05
0.082
<0.001
<0.001
<0.001
<0.001
0.00517
0.0207
0.00291
0.00608
<0.001
<0.0002
<0.0002
10.7
10/2020
No Flow
No Flow
11/11/20
0.46
7.9
130
<0.05
0.048
<0.001
0.00138
<0.001
<0.001
0.00516
0.0149
0.00356
0.00349
<0.001
<0.0002
<0.0002
11.0
12/14/20
0.43
7.6
2,200
<0.05
0.395
<0.001
0.00277
0.00344
<0.001
0.0451
0.288
0.020
0.052
<0.001
<0.0002
0.000651
13.6avg
2/22/21
0.40
7.8
21
<0.05
0.009
<0.001
<0.001
<0.001
<0.001
0.00197
0.00418
0.00106
0.00125
<0.001
<0.0002
<0.0002
5.29avg
SU - standard units < - not detected at the following level SA - semi-annual
mg/L - milligrams per liter NA - not applicable SACA Semi-annual during coal or ash transport
ug/L - micrograms per liter NE - not established (monitor only) SA-QCA Semi-annual - Quarterly during coal or ash transport
ng/L - nanograms per liter PCB - polychlorinated biphenyls QCA Quarterly during coal or ash transport

Young, Brianna A
From: Young, Brianna A
Sent: Monday, October 11, 2021 12:37 PM
To: McCoy, Suzanne; Tollie, Lori White; McDermott, Andrew; Gantt, Michael R; Glenn,
Elizabeth
Cc: Winston, Cynthia C; Hawkins, Randy
Subject: RE: [External] Allen Steam Station stormwater eDMR Permit NCS000546
Lori,
Our database has been updated to include the requested SWO13 outfalls. Please note changes in the eDMR system may
not appear for 24 hours. Please let me know if have any questions in the interim.
Thank you,
Brianna Young, MS (she/her)
Environmental Program Consultant
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. Please check with
the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email. We appreciate your
patience as we continue to serve the public during this challenging time.
From: McCoy, Suzanne <[e-mail]>
Sent: Wednesday, October 6, 2021 10:43 AM
To: Tollie, Lori White <[e-mail]>; McDermott, Andrew <[e-mail]>;
Gantt, Michael R <[e-mail]>; Glenn, Elizabeth <[e-mail]>; Young,
Brianna A <[e-mail]>
Cc: Winston, Cynthia C <[e-mail]>; Hawkins, Randy <[e-mail]>
Subject: RE: [External] Allen Steam Station stormwater eDMR Permit NCS000S46
Good morning Lori.
Brianna Young, our Individual Industrial Coordinator will review and assist with the Outfall updates.
Suzanne McCoy
Stormwater Program Administrative Specialist
Division of Energy, Mineral and Land Resources

Department of Environmental Quality
512 N. Salisbury Street, Office 640K, Raleigh, NC 27604
1612 Mail Service Center, Raleigh, NC 27699-1612
919-707-3640
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has adjusted operations to protect the health and
safety of the staff and public. Many employees are working remotely or are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are
limiting public access to appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or
email. We appreciate your patience as we continue to serve the public during this challenging time.
E QNpRT11 CAlXA.iNA
uspiraMM of "lly
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Tollie, Lori White <[e-mail]>
Sent: Wednesday, October 6, 2021 10:38 AM
To: McCoy, Suzanne <[e-mail]>; McDermott, Andrew <[e-mail]>;
Gantt, Michael R <[e-mail]>; Glenn, Elizabeth <[e-mail]>; Young,
Brianna A <[e-mail]>
Cc: Winston, Cynthia C <[e-mail]>; Hawkins, Randy <[e-mail]>
Subject: [External] Allen Steam Station stormwater eDMR Permit NCS000546
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Hi Suzanne,
The Allen Steam Station needs the following corrections in the eDMR system.
Include outfalls SWO13-7, SWO13-8, SWO13-9, SW013-10, SW013-11, SW013-12, SW013-13, SWO13-14 and
SWO13-15 on the eDMR (currently only 1 outfall associated with SWO13 is available)
Since the eDMR has a limit of 4 characters for the outfall name, we'd like to request that the outfalls be listed
as 1307, 1308, 1309, 1310, 1311, 1312, 1313, 1314, and 1315.
There are 6 other outfalls associated with the drainage area for SWO13 (SW013-1 thru SW013-6). There is no industrial
activity in the drainage area for these outfalls so they are not currently monitored. Please don't hesitate to contact me if
you have any questions. Thank you.
Lori W. Tollie
Duke Energy
Permitting & Compliance
500 Utility Drive
Lewisville, NC 27012
Cell: [phone]
Office: [phone]

ENERGY,
April 7, 2021
North Carolina Division of Water Resources
DEMLR Stormwater Program
Attn: Jim Farkas
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Duke Energy Carolinas, LLC
Allen Steam Station
NPDES Stormwater Permit NCS000546
Renewal Application Update
Dear Mr. Farkas:
Allen Steam Station
253 Plant Allen Road
R FC
I E [YImont, NC 28012
APR 19 2021
DENR-LAND QUALITY
vTORMWATER PERMITTING
��NR l a � ° 'R t \NG
StC�R��WF��
Duke Energy Carolinas, LLC. requests the following updated information be included with the October
29, 2019 renewal application package:
1. Summary of Analytical Monitoring results for the time period 2019 to Q 1 2021.
2. Summary of Visual Monitoring results for the time period 2019 to Ql 2021.
3. Narrative of site activities
If you have any questions, please contact Elizabeth Glenn [phone] or Elizabeth.glenn@duke-
energy.com.
I certify, underpenalty 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 theperson orpersons who manage the system, or thosepersons 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 significantpenalties for submitting false information, including the possibility
of fines and imprisonment for knowing violations.
Serely,
ick R. Roper
General Manager III
Allen Steam Station
Enclosures

Visual Monitoring Summary:
2019 to Present

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Narrative of Site Activities
In order to facilitate safe closure of the ash basins at Plant Allen, three onsite landfills will be
constructed. Of the three landfills, the North Starter Landfill (NSLF) will be the only landfill with
potential stormwater impacts known at this stage of planning. Subsequent landfills will be
covered under the NPDES Wastewater permit and associated outfalls. The NSLF will be
constructed in the SW015 drainage area. All ash contact water will be handled and treated
through the NPDES Wastewater permit and associated outfalls.

Young, Brianna A
From: Glenn, Elizabeth <[e-mail]>
Sent: Thursday, April 1, 2021 11:12 AM
To: Farkas, Jim J
Subject: RE: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good morning —
We should have a package to you by next week.
Thank you for the information on the Tier status.
Regards,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Farkas, Jim J <[e-mail]>
Sent: Thursday, April 1, 20219:17 AM
To: Glenn, Elizabeth <[e-mail]>
Subject: RE: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
Elizabeth,
I'm following up on my earlier email and would like to know the status of the items that I originally requested.
Additionally, if you would like to seek Tier Relief for outfalls at this site, you must contact the Regional Office. The facility
will have to work with the Regional Engineer/Supervisor in order to determine a path forward to get Tier Relief. Tier
Relief is done separately from permit renewal.
Let me know if you have any other questions,
Jim Farkas
Environmental Engineer
North Carolina Department of Environmental Quality
Division of Energy, Mineral, & Land Resources — Stormwater Program
512 N. Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
[phone]
Jim. Farkaskncdenr. gov
1

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, March 9, 2021 3:17 PM
To: Farkas, Jim J <[e-mail]>
Subject: RE: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
I am open all morning on Thursday, if that would work for you.
10 am?
Will send over a Teams meeting invite.
Thanks!
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Farkas, Jim J <[e-mail]>
Sent: Tuesday, March 9, 2021 3:15 PM
To: Glenn, Elizabeth <[e-mail]>
Subject: Re: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
Sure. Please provide a time that works for you and a number for me to call into (or you can set up a Teams meeting). I'm
available the rest of this week except for Friday morning.
-Jim
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, March 9, 2021 2:59 PM

To: Farkas, Jim J <[e-mail]>
Subject: RE: [EXTERNAL] NCS000546 -Allen Steam Station Permit Renewal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jim —
I am now the permit contact person for Allen and have a couple of questions/clarification from the email below.
Do you have some time this week that we could have a brief call?
Thank you,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Wylie, Robert R <[e-mail]>
Sent: Wednesday, March 3, 2021 2:52 PM
To: Farkas, Jim J <[e-mail]>
Cc: Glenn, Elizabeth <[e-mail]>
Subject: RE: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
Jim,
Elizabeth Glenn of Duke Energy is now the primary contact for Plant Allen. I have cc'ed Liz on this note.
Thanks,
Robert
From: Farkas, Jim J <[e-mail]>
Sent: Wednesday, March 3, 2021 2:24 PM
To: Wylie, Robert R <[e-mail]>
Subject: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
Good afternoon Mr. Wylie:
Hello, my name is Jim Farkas and I will be reviewing the NPDES Industrial Stormwater Individual Permit Renewal
Application for the Allen Steam Station (Permit Number NCS000546).
To get started, we would like to verify that some of the information in the application is still accurate.
• You (Robert Wylie) are listed as the current permit contact person.
• Paul Draovitch is listed as the current owner.
If either of these items are incorrect, please let me know so that we can update our contact information.
Information can be updated using the links provided below, where applicable:

• Owner Update: https://edocs.deg.nc.gov/Forms/SW-Name-Change
• Owner Affiliation (i.e., someone with the company who is designated to represent the company per signatory
requirements in the permit (e.g., CEO) or another authorized representative):
https://edocs.deg.nc.gov/Forms/SW-Owner-Affiliation
• Company of Facility Name: https://edocs.deg.nc.gov/Forms/SW-Name-Change
If you are still the current permit contact person, please provide the following technical information so that we may
complete our review:
• A spreadsheet summarizing all monitoring data the applicant has collected during the current permit term.
• A verification that the information in the renewal application is still complete and correct. The submitted
application can be viewed at the following web address:
https://edocs.deg.nc.gov/WaterResources/Browse.aspx?id=1138408&dbid=0&repo=WaterResources
• An explanation of any operational changes since the renewal application was submitted.
What happens next:
• Once I have the above listed information, I will finish drafting the permit;
• You will receive the draft for a 30-day comment period. During this time we will be able to address any
comments or concerns you have about your permit draft.
During the same 30-day period, the draft will be sent to a Regional Office staff member for review and the
permit draft will be sent for Public Notice.
Once all comments and concerns are addressed, you will be issued the final permit.
Feel free to contact me with any questions as well.
Thank you,
Jim Farkas
Environmental Engineer
North Carolina Department of Environmental Quality
Division of Energy, Mineral, & Land Resources — Storm -water Program
512 N. Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
[phone]
Jim.Farkas(agncdenr.gov
E
F1C�R. rbcriii,a
EYrYRYl�FhnYEiYiMli �YN,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your

requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

Young, Brianna A
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, March 9, 2021 3:17 PM
To: Farkas, Jim J
Subject: RE: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
I am open all morning on Thursday, if that would work for you.
10 am?
Will send over a Teams meeting invite.
Thanks!
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Farkas, Jim J <[e-mail]>
Sent: Tuesday, March 9, 2021 3:15 PM
To: Glenn, Elizabeth <[e-mail]>
Subject: Re: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
Sure. Please provide a time that works for you and a number for me to call into (or you can set up a Teams meeting). I'm
available the rest of this week except for Friday morning.
-Jim
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, March 9, 2021 2:59 PM
To: Farkas, Jim J <[e-mail]>
Subject: RE: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Jim —
I am now the permit contact person for Allen and have a couple of questions/clarification from the email below.
Do you have some time this week that we could have a brief call?
Thank you,
J. Elizabeth Glenn
Permitting & Compliance
1

Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Wylie, Robert R <[e-mail]>
Sent: Wednesday, March 3, 2021 2:52 PM
To: Farkas, Jim J <[e-mail]>
Cc: Glenn, Elizabeth <[e-mail]>
Subject: RE: [EXTERNAL] NCS000546 -Allen Steam Station Permit Renewal
Jim,
Elizabeth Glenn of Duke Energy is now the primary contact for Plant Allen. I have cc'ed Liz on this note.
Thanks,
Robert
From: Farkas, Jim J <[e-mail]>
Sent: Wednesday, March 3, 2021 2:24 PM
To: Wylie, Robert R <[e-mail]>
Subject: [EXTERNAL] NCS000546 - Allen Steam Station Permit Renewal
Good afternoon Mr. Wylie:
Hello, my name is Jim Farkas and I will be reviewing the NPDES Industrial Stormwater Individual Permit Renewal
Application for the Allen Steam Station (Permit Number NCS000546).
To get started, we would like to verify that some of the information in the application is still accurate.
• You (Robert Wylie) are listed as the current permit contact person.
• Paul Draovitch is listed as the current owner.
If either of these items are incorrect, please let me know so that we can update our contact information.
Information can be updated using the links provided below, where applicable:
• Owner Update: https://edocs.deg.nc.gov/Forms/SW-Name-Change
• Owner Affiliation (i.e., someone with the company who is designated to represent the company per signatory
requirements in the permit (e.g., CEO) or another authorized representative):
https://edocs.deg.nc.gov/Forms/SW-Owner-Affiliation
• Company of Facility Name: https://edocs.deg.nc.gov/Forms/SW-Name-Change
If you are still the current permit contact person, please provide the following technical information so that we may
complete our review:
• A spreadsheet summarizing all monitoring data the applicant has collected during the current permit term.
• A verification that the information in the renewal application is still complete and correct. The submitted
application can be viewed at the following web address:
https://edocs.deg.nc.gov/WaterResources/Browse.aspx?id=1138408&dbid=0&repo=WaterResources
• An explanation of any operational changes since the renewal application was submitted.
What happens next:

• Once I have the above listed information, I will finish drafting the permit;
• You will receive the draft for a 30-day comment period. During this time we will be able to address any
comments or concerns you have about your permit draft.
• During the same 30-day period, the draft will be sent to a Regional Office staff member for review and the
permit draft will be sent for Public Notice.
• Once all comments and concerns are addressed, you will be issued the final permit.
Feel free to contact me with any questions as well.
Thank you,
Jim Farkas
Environmental Engineer
North Carolina Department of Environmental Quality
Division of Energy, Mineral, & Land Resources — Stormwater Program
512 N. Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
[phone]
Jim.Farkas(agncdenr.gov
Ty�CAFO-"_�.....
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

DUKE
ENERGY®
Transmitted via email and USPS
October 22, 2020
JV G s-ow5ZB
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DEC C 7 2020
DENR-LAND QUALITY
STORMWATER PERMITTING
North Carolina epartment of Environmental Quality
Division of Water Resources
512 North Salisbury Street
Raleigh, NC 27604'
&&I
Duke Energy
Environmental Services
410 S. Wilmington Street
Raleigh, NC 27601
RECEIVED
OCT 0 3 2020
NC DEQ/DWR
Central Office
Subject: Response to Division of Environmental Quality's October 8, 2020 Letter
Dear Mr. Bolich:
This letter responds to the Department's request for information transmitted in the subject letter.
In that letter, you acknowledged receipt of the of the US Army Corps of Engineers jurisdictional
determination (JD) for the Riverbend site and noted that the determination expired on August
24, 2015. For clarity, Duke Energy has requested that determination be renewed by the US
Army Corps of Engineers and that action is currently pending. To reflect the status of this
determination, we have updated the list of State and Federal permits obtained or anticipated for
impoundment closure at Riverbend as requested. This is provided as Attachment 4 to this
letter.
Additionally, you requested that copies of any Jurisdictional Determinations for the Buck,
Allen and Marshall stations be provided to the staff at the Mooresville Regional office. The
following items are being provided to staff as requested as enclosures with this letter.
Buck: A Jurisdictional Determination was received on January 8, 2016. A
copy of that action along with the subsequent surveyed maps are enclosed
with this letter as Attachment 1.
Marshall: A Jurisdictional Determination was received on October 5, 2017.
A copy of that action along with the maps are enclosed with this letter as
Attachment 2.
Allen: There has not been a finalized Jurisdictional Determination received
for the Allen station. A request was submitted to the USACE in 2017. A
copy of the maps provided with that request are attached for reference as
Attachment 3.
w-ww. duke -energy. coin

If there are any questions about the attached JD documents, please let me know. If there are
questions about the updated list in Attachment 4, please contact Ms. Tyler Hardin at (980) 373-
5697.
Sincerely,
7
E. Shannon Langley
Principal Environmental Specialist
Enclosures
Cc: Duke Energy SME's/FileNet - via email
Richard Baker — via email
Jim Wells — via email
Paul Draovitch -via email
Chris Varner — via email
Corey Basinger, Regional Supervisor via email and USPS
DWR Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115

Attachment 1
Jurisdictional Determination documents for
Buck Steam Station

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2015-02029 County: Rowan U.S.G.S. Quad: NC-SALISBURY
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Duke Enerev - Environmental Services
Steve Cahoon
Address: 410 S Wilmington Street
Raleigh, NC, 27601
Telephone Number: 919 546-7457
Size (acres) 450
Nearest Waterway Yadkin River
USGS HUC 03040103
Nearest Town S encer
River Basin Lower Yadkin
Coordinates Latitude:35.711029
Longitude:-80.379359
Location description: 155 Dukesville RoadSalisburv, NC 28146Rowan County
PIN#6501001,600021,600029,600042,600025,600039, 650216 Duke Energy Carolinas'
Indicate Which of the Following Ahnly:
A. Preliminary Determination
_ Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). if you wish, you may request an approved JD (which may be appealed), by contacting the Corps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the waters of the U.S. including wetlands on your project area delineated, Due to the
size of }our property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
X_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps, We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
Page I of 2

l
_ The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on . Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed Five years from the date of this
notification.
_ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Morehead City, NC, at [phone] to
determine their requirements.
Placement of dredged or fill material within waters of the US and. or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Joyce Thames at 919-5544884 x21 or
Jovee.A.Thames(u.usace.armv.mil.
C. Basis For Determination: Site hnchndes tribrntories of the Yrnrlkin River which JTmps to the Pee Dee River and on
to the Atlantic Ocerun,
D. Remarks: Confirmed flagged jurisdictional limits as defined by attached map by site inspection on December 1,
2015.
C. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The del ineatiort/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room IOM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP
Should you decide to submit an RFA form, it must be received at the above address by March 8, 2016.
**It is not necessary to submit an RF�tF form to the Division Office ' you do not object to the determination in this
correspondence.**
f
Corps Regulatory Official:
Date: January 8, 2016 '
CC: Richard G. Harmon, 4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
hup, rc ulatc,rN.usacesurvev.coni

Applicant: Steve Cahoon File Number: SAW-2015-02029 Date: January 8, 2016
Duke Enerev - Environmental
Services
Attached is: See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter of ermission) A
PROFFERED PERMIT (Standard Permit or Letter ofpermission) B
-H PERMIT DENIAL C
APPROVED JURISDICTIONAL DETERMINATION D
N. PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I = Thi
AdditionalFinforn
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.

D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION It - RE UEST,FOR APPEAL or OBJECTTIONS TO AN IN1117 AL PROFFERED VERMIrT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR!QUESTIONS OR'INEORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division,
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: Joyce Thames
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M 15
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Joyce Thames,
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]t37

DUKE
ENERGY.
August 18, 2017
Ms. Jean Gibby
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Subject: Duke Energy Carolinas, LLC
Buck Steam Station
Final Jurisdictional Determination Survey of Waters of the United States
Dear Ms.Gibby:
410 S Wilmington St.
Raleigh NC 27601
Duke Energy Carolinas, LLC has conducted extensive wetland delineation within the property owned at
the Buck Steam Station. Duke Energy is providing the Corps of Engineers, with final surveyed drawings
of the jurisdictional delineation, of Waters of the United States for the site located in Rowan county. If
needed an electronic copy of the survey plats can be provided to you. We request that you review and
approve the surveyed drawings as appropriate at your earliest convenience.
Please review the packets and if you have any questions or concerns, please contact me at (919) 546-
7457 or [e-mail].
Sincerely,
Steve Cahoon
Duke Energy - EHS-CCP
Permitting and Compliance
CC: Richard Baker, Duke Energy
Jeff Poupart, DWR

�> DUKE
ENERGY.
August 18, 2017
Ms. Jean Gibby
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Subject: Duke Energy Carolinas, LLC
Buck Steam Station
Final Jurisdictional Determination Survey of Waters of the United States
Dear Ms.Gibby:
410 S Wilmington St.
Raleigh NC 27601
Duke Energy Carolinas, LLC has conducted extensive wetland delineation within the property owned at
the Buck Steam Station. Duke Energy is providing the Corps of Engineers, with final surveyed drawings
of the jurisdictional delineation, of Waters of the United States for the site located in Rowan county. If
needed an electronic copy of the survey plats can be provided to you. We request that you review and
approve the surveyed drawings as appropriate at your earliest convenience.
Please review the packets and if you have any questions or concerns, please contact me at (919) 546-
7457 or [e-mail].
Sincerely,
Steve Cahoon
Duke Energy - EHS-CCP
Permitting and Compliance
CC: Richard Baker, Duke Energy
Jeff Poupart, DWR

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Point Table
Paint /
Northing
frosting
2016
712005OJ
159048x06
2017
711972,50
1590489. 48
2018
711946.04
1590514.49
2019
711918.57
15905J0.08
2020
711899.04
1590529.25
2021
711889.11
1590526. 06
2022
711878.98
1590530.29
202J
71787J.61
159052799
2024
711860.88
1590546.15
2025
711835.00
1590554.61
2026
71I821.13
159054892
2027
711794.85
1590559.94
202E
711776.81
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2057
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2058
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2060
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2069
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2070
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2071
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2074
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2075
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2075
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1591581.88
2077
714482.45
1591494.96
2078
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1591491.61
2079
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Attachment 2
Jurisdictional Determination documents for
Marshall Steam Station

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action ID: SAW-2015-01412 County: Catawba U.S.G.S. Quad: Lake Norman North
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Duke Energy Carolinas, LLC / Attn.: Steve Cahoon
Address: 410 S. Wilmineton Street
Raleieh. NC 27601
Telephone Number: 919-546-7457
Size (acres): 1,400 Nearest Town: Sherrills Ford
Nearest Waterway: UTs Catawba River and UTs
Holdsclaw Creek Coordinates: 35.596922 N. 80.963458 W
River Basin/ HUC: Upper Catawba (03050101)
Location description: The project area is located on a tract of land (parcel 113s 4618 0494 5985, 4628 0106 6768, 4618
0296 2555, 4618 0286 7240, 4618 0286 3071, 4618 0285 0932, 4618 0275 7970, 4618 0275 5928, 4618 0276 3008 4618 0276
1101, 4618 0266 8175, 4618 0257 1365, 4628 1700 0538, 4617 0899 5953, and 4617 0889 6509) known as Marshall Stearn
Station at 8320 East NC Hiehwav 150 Sherrills Ford, Catawba County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
There are waters, including wetlands, on the above described project area, that may be subject to Section 404 of the
Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands, have been delineated, and the delineation has been verified by the Corps to be sufficiently
accurate and reliable. Therefore this preliminary jurisdiction determination may be used in the permit evaluation process,
including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation
requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all
waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional
waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program
Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an
appealable action, by contacting the Corps district for further instruction.
There are wetlands on the above described property, that may be subject to Section 404 of the Clean Water Act
(CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the
waters, including wetlands, have not been properly delineated, this preliminary jurisdiction determination may not be
used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an
effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands, at the project area, which is
not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the
waters of the U.S. on your property delineated. As the Corps may not be able to accomplish this wetland delineation in a
timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC
§ 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a
period not to exceed five years from the date of this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
We recommend you have the waters of the U.S. on your property delineated. As the Corps may not be able to
accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. If you wish to have the delineation surveyed, the Corps can review and verify the survey upon

completion. Once verified, this survey will provide an accurate depiction of all areas subject to CWA and/or RHA
jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied
upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on October 5, 2017. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management to determine their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material,
construction or placement of structures, or work within navigable waters of the United States without a Department of the
Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). if
you have any questions regarding this determination and/or the Corps regulatory program, please contact David Brown at 828-
271-7980, ext. 4232 or [e-mail].
C. Basis for Determination:
See attached approved jurisdictional determination form.
D. Remarks:
The waters of the U.S. (WoUS), for the project area, were verified on -site by the Corps on November 3, 2015. The
attached Study Area Map, Figure 2, indicates the limits of the project area for this jurisdictional determination. WoUS for
the project area are as depicted on the attached Welland Delineation Survey on Property Known as Marshall Steam
Station, sheets 1-35, by McKim & Creed, signed by Randy S. Rambeau, Sr., NC PLS L-2520, on July 13, 2017.
NOTE: Lake Norman (an impoundment of WoUS) was not part of the study area. It should be noted this feature adjoins
the project area and is WoUS. Also, Sheets 18, 19, 20, and 21 note Stream 12 and Wetland I as "Jurisdictional Area is
Subject to Section 404 of the Clean Water Act (CWA). Jurisdictional Area is Designated an Effluent Channel Under 15A
NCAC .0228." Reference is made to the attached communications between the Corps and NC Division of Water
Resources on August 16, 2016 and October 19, 2016.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate
participation in USDA programs, you should request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will
find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1 OM I5
Atlanta, Georgia 30303-8801

In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria
for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the
NAP. Should you decide to submit an RFA form, it must be received at the above address by December 4, 2017.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: 1
David Brown
Issue Date ofJD: Oct 5,201 Expiration Date: Five years From Issue Date
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete our Customer Satisfaction Survey, located online at
htt :Nco sma u.usace.army.mil;cm a x/f?=136:4:0.
Copy furnished:
AMEC Foster Wheeler, Richard Harmon, 4021 Stirrup Creek Drive, Suite 100, Durham, NC 27703

r
r
Applicant: Duke Energy Carolinas, LLC 1 Attn.: Steve File Number: SAW-2015-01412 Date: Oct 5, 02017q
Cahoon
Attached
is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
0
PROFFERED PERMIT (Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section It of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: if you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section 11 of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section I I of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
I
EVRAPEAoiOBO>rllQNS' _S O1JON:0w
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
}�� ' 1n�C36I�A : ,OR � [�C+ IBIS = R�6R11ilAaJftif
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
District Engineer, Wilmington Regulatory Division,
also contact:
Mr. Jason Steele, Administrative Appeal Review Officer
Attn: David Brown
151 Patton Avenue, Room 208
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
Asheville, North Carolina 28801-5006
60 Forsyth Street, Room 1OM15
828-271-7980, ext. 4232
Atlanta, Georgia 30303-8801
Phone: [phone]
_
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site invest* ation, and will have the o ortunit to artici to in all site invest* ations.
Date: Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn.: David Brown, 69 Darlington Avenue, Wilmington,
North Carolina 28403
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

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50-013 ST AU / lH
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N 884257-76' SCALE: 1' _50'
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435
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1TF-WE-31 .y
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V F-WE-4/C-19.5 �Y
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WETLAND TABLE
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LATITUDE
LONOWN
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417
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it -C-1a
434
2777354•
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DUKE ENERGY CORPORATION
RALEIGH, NC 27606
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DATE MARCH 30. 2016 SCALE 1'-50'
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DUKE ENERGY CORPORATION
DATE: MARCH 3L( 2DIe SCALE F•-.W
MDUHTAW CREEK TOITHSWP CATAWBA COUNTY NORTH CAR"A
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APPROVED JURISDICTIONAL DETERMINATION FORM
U.S. Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the 1D Form Instructional Guidebook.
SECTION 1: BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD): Oct 5, 2017
B. DISTRICT OFFICE, FILE NAME, AND NUMBER: CESAW-RG-A, SAW-2015-01412, Marshall Steam Station 1D
C. PROJECT LOCATION AND BACKGROUND INFORMATION:
State: NC County/parish.+borough: Catawba City: Sherrills Ford
Center coordinates of site (lat/long in degree decimal format): Latitude & Longitude in Decimal Degrees: 35.596922 N, 80.963458 W
Universal Transverse Mercator:
Name of nearest waterbody: UTs Catawba River and UTs Holdsclaw Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource (lows: Lake Norman (Catawba River)
Name of watershed or Hydrologic Unit Code (HUC): Upper Catawba (03050101)
® Check if map/diagram of review area and/or potential jurisdictional areas is/are available upon request.
El Check if other sites (e.g., offshe mitigation sites, disposal sites, etc...) arc associated with this action and are recorded on a
different JD form.
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
® Office (Desk) Determination. Dale: October 5, 2017
® field Determination. Date(s): November 3, 2015
SECTION H: SUMMARY OF FINDINGS
T RHA SECTION 10 DETERMINATION OF JURISDICTION.
There Are.n'o "navigable ►raters ofthe U.S." within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CF'R part 329) in the
review area. [Required)
[l Waters subject to the ebb and flow of the tide.
(] Waters are presently used, or have been used in the past. or may be susceptible for use to transport interstate or foreign commerce.
Explain:
B. CWA SECTION 404 DETERMINATION OF JURISDICTION.
There Ari -waters ofthe U.S." within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area. [Required)
Waters of the U.S.
a. Indicate presence of waters of U.S. in review area (check all that apply): t
j TNWs, including territorial seas
® Wetlands adjacent to TNWs
® Relatively permanent waters= (RPWs) that flow directly or indirectly into TNWs
Q Non-RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs
Q Impoundments of jurisdictions) waters
Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U.S. in the review area:
Non -wetland waters: 9,999 linear feet: 1-6 width (11) and/or acres.
Wetlands: 7.37 acres.
c. Limits (boundaries) of jurisdiction based on: 198716ilintioii,Man6!
Elevation of established OfIWM (if known)
Non -regulated waters/wetlands (check if applicable):'
0 Potentially jurisdictional waters andlor wetlands were assessed within the review area and determined to be not jurisdictional.
Explain:
' Boxes checked below shall be supported by completing the appropriate sections in Section III below
1 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year-round or has continuous flow at least "seasonally"
(e.g, typically 3 months).
► Supporting documentation is presented in Section III F.

SECTION IiI: CWA ANALYSIS
A. TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs. if the aquatic resource is a TNW, complete
Section III.A.I and Section III.D.1. only; if the aquatic resource is a wetland adjacent to a TNW, complete Sections III.A.1 and 2
and Section iII.D.1.; otherwise, see Section Iii.B below.
1. TNW
Identify TNW:
Summarize rationale supporting determination:
2. Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent": 0.5 acres of wetlands are within the active tloodplain of
Lake Norman (Catawba River), these wetlands have overland flow to the TNW and during high !lows in the lake/river the
wetlands are inundated by the high flow. Wetland hydrology is enhanced with adjoining TNW via normal down gradient
flows and periods of high water.
B. CHARACTERISTICS OF TRIBUTARY (THAT 1S NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY):
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met.
The agencies will assert jurisdiction over non -navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e. tributaries that typically flow year-round or have continuous flow at least seasonally (e.g., typically 3
months). A wetland that directly abuts an RPW is also jurisdictional. If the aquatic resource is not a TNW, but has year-round
(perennial) flow, skip to Section iIi.D.2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section IiI.D.A.
A wetland that is adjacent to but that does not directly abut an RPW requires n significant nexus evaluation. Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law.
If the waterbody° is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both. if the JD covers a tributary with adjacent wetlands, complete Section 111.8.1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section II1.B.3 for all wetlands adjacent to that tributary, both onsite
and offsite. The determination whether a significant nexus exists is determined in Section III.0 below.
Characteristics of non-TNWs that now directly or indirectly into TNW
(I) General Area Conditions:
Watershed size: Ptc
Drainage area: )?iek Lts
Average annual rainfall: inches
Average annual snowfall: inches
(ii) Physical Characteristics:
(a) Relationship with TNW:
❑ Tributary flows directly into TNW.
❑ Tributary rows through #WW ist tributaries before entering TNW.
Project waters arc IFI* gist river miles from TNW.
Project waters are PWMW river miles from RPW.
Project waters are Wyk aerial (straight) miles from TNW.
Project waters are i'tecs is! aerial (straight) miles from RPW.
Project waters cross or serve as state boundaries. Explain:
Identify flow route to TNWs:
Tributary stream order, if known:
' Note that the instructional Guidebook contains additional infomtation regarding swales, ditches, washes, and erosional features generally and in the and
West,
' Plow route can be described by identifying, e.g, tnbutnry a, which flows through the review area, to flow into tributary b, which then flows into TNW.

(b) General Tributary Characteristics (check all that aeau.
Tributary is: ❑ Natural
❑ Artificial (man-made). Explain:
[]Manipulated (man -altered). Explain:
Tributary properties with respect to top of bank (estimate):
Average width: feet
Average depth: feet
Average side slopes: P-
Primary tributary substrate composition (check all that apply):
❑ Silts ❑ Sands ❑ Concrete
❑ Cobbles ❑ Gravel ❑ Muck
❑ Bedrock ❑ Vegetation. Type/°/b cover:
❑ Other. Explain:
Tributary condition/stability [e.g., highly eroding, sloughing banks). Explain:
Prescnce of run/riffle/pool complexes. Explain:
Tributary geometry: Pick List
Tributary gradient (approximate average slope): %
(c) Flow:
'tributary provides for: Pic_"A
Estimate average number of flow events in review arca/year: LR B
Describe flow regime:
Other information on duration and volume:
Surface flow is: f @CX* Characteristics:
Subsurface flow: ll'iek . Explain findings:
❑ Dye (or other) test performed:
Tributary has (check all that apply):
❑ Bed and banks
❑ OHWM6 (check all indicators that apply):
❑ clear, natural line impressed on the bank
❑
❑ changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
❑
❑ leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list):
❑ Discontinuous OHWM 7 Explain:
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply):
High Tide Line indicated by: Q Mean High Water Mark indicated by:
❑ oil or scum line along shore objects ❑ survey to available datum;
❑ fine shell or debris deposits (foreshore) ❑ physical markings;
❑ physical markings/characteristics ❑ vegetation linesrchanges in vegetation types.
❑ tidal gauges
❑ other (list):
(iii) Chemical Characteristics:
Characterize tributary (e.g., water color is clear, discolored, oily film, water quality; general watershed characteristics, ctc.).
Explain:
Identify specific pollutants, if known:
(iv) Biological Characteristics. Channel supports (check all that apply):
❑ Riparian corridor. Characteristics (type, average width):
°A natural or man-made discontinuity in the OH WM does not necessarily sever jurisdiction (c g , where the stream temporarily flows underground, or where
the OFIWM has been removed by development or agricultural practices). Where there is a break in the OHWM that is unrelated to tire waterbody's flow
regime (e.g., now over a rock outcrop or through a culvert), the agencies will look for indicators of now above and below the break
rlbid.

❑ Wetland fringe. Characteristics:
❑ Habitat for.
❑ Federally Listcd species. Explain Findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatic/wildlife diversity. Explain findings:
Characteristics of wetlands adjacent to non-TNW that flow directly or indirectly into TNW
(i) Physical Characteristics:
(a) General Wetland Characteristics:
Properties:
Wetland size: acres
Wetland type. Explain:
Wetland quality. Explain:
Project wetlands cross or serve as state boundaries. Explain:
(b) General Flow Relationship with Non-TNW:
Flow is: P)ek'`LA. Explain:
Surface flow is: #fc—kTL si
Characteristics:
Subsurface flow: kIWIM. Explain findings:
❑ Dye (or other) test performed:
(c) Wedand Adjacency Determination-with-Non-TNW:
❑ Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection. Explain:
❑ Ecological connection. Explain:
❑ Separated by berm/barrier. Explain:
(d) Proximity (Relationship) to TNW
Project wetlands are Pick,, gist river miles from TNW.
P °,ie Project waters are k Lisle aerial (straight) miles from TNW.
Flow is from: Pi'ckE'Ut.
Estimate approximate location of wetland as within the Pic[cllist floodplain.
(ii) Chemical Characteristics:
Characterize wetland system (e.g., water color is clear, brown, oil film on surface; water quality; general watershed
characteristics; etc.). Explain:
Identify specific pollutants, if known:
(iii) Biological Characteristics. Wetland supports (check all that apply):
❑ Riparian buffer. Characteristics (type, average width):
❑ Vegetation type/percent cover. Explain:
❑ Habitat for:
❑ Federally Listed species. Explain findings:
❑ Fish/spawn areas. Explain findings:
❑ Other environmentally -sensitive species. Explain findings:
❑ Aquatictwildlife diversity. Explain findings:
3. Characteristics of all wetlands adjacent to the tributary (if any) _�
All wetland(s) being considered in the cumulative analysis: Plck'UR
Approximately ( ) acres in total are being considered in the cumulative analysis.
For each wetland, specify the following:
Directly abuts? (YIN) Size (in acres) Directly abuts? (Y/N) Size (in acres]
Summarize overall biological, chemical and physical functions being performed:

C. SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the (low characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW. For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and/or biological integrity of a TNW.
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands. It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e.g. between a
tributary and its adjacent wetland or between a tributary and the TN`%J. Similarly, the fact an adjacent wetland lies within or
outside of a floodplain is not solely determinative of significant nexus.
Draw connections between the features documented and the effects on the TNW. as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook. Factors to consider include, for example:
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or Flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW?
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutrients and organic carbon that
support downstream foodwebs?
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW?
Note: the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below:
Significant nexus findings for non-RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III.D:
Significant nexus findings for non-RPW and its adjacent wetlands, where the non-RPW flows directly or indirectly into
TNWs. Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III.D:
3. Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section II1.D:
D. DETERMINATIONS OF JURISDICTIONAL FINDINGS. THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):
TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area:
0 TNWs: linear feet width (ft), Or, acres.
® Wetlands adjacent to TNWs: 0.5 acres.
RPWs that flow directly or indirectly into TNWs.
® Tributaries of TNWs where tributaries typically flow year-round are jurisdictional. Provide data and rationale indicating that
tributary is perennial: UTs Catawba River and UTs Holdsclaw Creek exhibits indicators of ordinary high water marks
(OHWM) including developed bed and bank, scour, presence of litter and debris, destruction of terrestrial vegetation,
sediment sorting and deposition, and leaf litter washed away. Some of the UTs Catawba River and UTs Holdsclaw
Creek are depicted as a solid blue line on the USGS 7.5 minute quadrangle map Lake Norman North and the most
current Natural Resource Conservation Service Soil Survey for Catawba County. Solid blue line features on these
mapping conventions typically represent perennial streams. Perennial flow has been observed by Corps
representatives during visits to the Sherrills Ford, North Cnrolina vicinity.
Tributaries of TNW where tributaries have continuous flow "seasonally" (e.g., typically three months each year) are
jurisdictional. Data supporting this conclusion is provided at Section III.B. Provide rationale indicating that tributary flows
seasonally:
Provide estimates for jurisdictional waters in the review area (check all that apply):
® Tributary waters: 9,999 linear feet 1-5 width (11).
[I Other non -wetland waters: acres.
Identify type(s) of waters:

3. Non-RPWs' that flow directly or indirectly into TNWs.
Q Waterbody that is not a TNW or an RPW, but flows directly or indirectly into aTNW, and it has a significant nexus with a
TNW is jurisdictional. Data supporting this conclusion is provided at Section I11.C.
Provide estimates for jurisdictional waters within the review area (check all that apply):
ED Tributary waters: linear feet width (1t).
M Other non -wetland waters: acres.
Identify type(s) of waters:
4. Wetlands directly abutting an RPW that now directly or indirectly into TNWs.
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands.
® Wetlands directly abutting an RPW where tributaries typically flow year-round. Provide data and rationale
indicating that tributary is perennial in Section III.D.2, above. Provide rationale indicating that wetland is
directly abutting an RPW: Flows directly into associated tributary. Wetlands are contiguous to RPWs that flow
directly or indirectly Into TNWs. Wetland hydrology is enhanced with abutting RPWs via normal down gradient
flows and periods of high water.
El Wetlands directly abutting an RPW where tributaries typically flow "seasonally." Provide data indicating that tributary
seasonal in Section 111.13 and rationale in Section III.D.2, above. Provide rationale indicating that wetland is directly
abutting an RPW:
Provide acreage estimates for jurisdictional wetlands in the review area: 6.87 acres.
5. Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs.
Q Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional. Data supporting this
conclusion is provided at Section II1.C.
Provide acreage estimates for jurisdictional wetlands in the review area: acres.
6. Wetlands adjacent to non-RPWs that flow directly or indirectly into TNWs.
0 Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional. Data supporting this
conclusion is provided at Section III.C.
Provide estimates for jurisdictional wetlands in the review area: acres.
7. Impoundments of jurisdictional waters.9
As a general rule, the impoundment of a jurisdictional tributary remains jurisdictional.
Demonstrate that impoundment was created from "waters of the U.S.," or
® Demonstrate that water meets the criteria for one of the categories presented above (1-6). or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below).
E. ISOLATED [INTERSTATE OR INTRA-STATE1 WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY):'*
which are or could be used by interstate or foreign travelers for recreational or other purposes,
from which fish or shellfish are or could be taken and sold in interstate or foreign commerce.
0 which are or could be used for industrial purposes by industries in interstate commerce.
Q Interstate isolated waters. Explain:
Q Other factors. Explain:
Identify water body and summarize rationale supporting determination:
Provide estimates for jurisdictional waters in the review area (check all that apply):
Q Tributary waters: linear feet width (ft).
Other non -wetland waters: acres.
Identify type(s) of waters:
Wetlands: acres.
'See Footnote k 3.
To complete the analysis relcr to the key in Section 111.1) 6 of the Instructional Guidebook_
1° Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA 1IQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CIVA Act Judsdicdan Fallowing Rapanos.

F. NON -JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY):
If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements.
Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce.
❑ Prior to the Jan 2001 Supreme Court decision in "S1fe1NCC" the review area would have been regulated based !gLy on the
"Migratory Bird Rule" (MDR).
Waters do not meet the "Significant Nexus" standard, where such a finding is required for jurisdiction. Explain:
Other: (explain, if not covered above):
Provide acreage estimates for non jurisdictional waters in the review area, where the sole potential basis of jurisdiction is the MBR
factors (i.e., presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
judgment (check all that apply):
0 Non -wetland waters (i.e., rivers, streams): linear feet width (11).
0 Lakes/ponds: acres.
El Other non -wetland waters: acres. List type of aquatic resource:
0 Wetlands: acres.
Provide acreage estimates for non jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for jurisdiction (check all that apply):
El Non -wetland waters (i.e., rivers, streams): linear feet, width (11).
[] Lakes/ponds: acres.
El Other non -wetland waters: acres. List type of aquatic resource:
El Wetlands: acres.
SECTION IV: DATA SOURCES.
A. SUPPORTING DATA. Data reviewed for JD (check all that apply -checked items shall be included in case file and, where checked
and requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant: AMEC Foster Wheeler
® Data sheets prepared/submitted by or on behalf of the applicant/consultant. AM EC Foster Wheeler
® Office concurs with data shects/delineation report. With corrections based upon field verification of Nov. 3, 2015
❑ Office does not concur with data shcets/delineation report.
Data sheets prepared by the Corps:
[] Corps navigable waters' study:
El U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit FIUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: Lake Norman North.
® USDA Natural Resources Conservation Service Soil Survey. Citation: Catawba County, NC.
National wetlands inventory map(s). Cite name:
0 State/Local wetland inventory map(s).
® FEMA/FIRM maps: Panel 4618, Map No. 3710461800J, Effective Date Sep. 5, 2007; Panel 4617, Map No. 3710461700K,
Effective Date Mar. 18, 2008; and Panel 4628, Map No. 3710462800K, Effective Date Mar. 18, 2008
100-year Floodplain Elevation is: (National Gcodectic Vertical Datum of 1929)
® Photographs: 0 Aerial (Name & Date).Google Earth Pro Oct. 2016, Jun. 2015, Oct. 2014, Nov. 2013, Apr. 2010, May 2009,
Jun. 2006, Feb. 2004, Mar. 1998, and Jan 1993..
or ❑ Other (Name & Date):
Q Previous deterrnination(s). File no. and date of response letter:
Applicable/supporting case law:
Q Applicable/supporting scientific literature:
0 Other information (please specify):
B. ADDITIONAL COMMENTS TO SUPPORT JD: The project area contains wetlands as determined by the 1987 Corps of Engineers
Wetland Delineation Manual and the Regional Supplement to the Corps of Engineers Wetlands Delineation Manual: Eastern Mountain and
Piedmont Region (version 2.0). These wetlands are adjacent to stream channels located in the project area that exhibit indicators of ordinary
high water marks. Some of the streams arc blue line features on the USGS 7.5 minute topographic quadrangle map. The stream channels in
the project area are UTs Catawba River and UTs Holdsclaw Creek. The UTs Holdsclaw Creek flow into Holdsclaw Creek, which flows inte
the Catawba River (Lake Norman), a traditional navigable water (TNW) and a Section 10 water at the Mountain Island Lake dam in
Mecklenburg County, NC. UTs Catawba River flow into the Catawba River (Lake Norman). The Catawba River joins the Santee Cooper
River in South Carolina before entering the Atlantic Ocean.

Attachment 3
Jurisdictional Determination documents for
Allen Steam Station

'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(NAME.
(DATE)_ --------- _ --- -. ___._._.__-
I, RANDY S. RAMBEAU, SR., PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMEDBETWEEN 02/01/2016 AND 02/02/2016.
lgi-I
RANDY S. MnMBEAU ,PLS L ... , DATE
LEGEND
W-105 WETLAND FLAG I
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
N/F
DUKE ENERGY
CORPORATION
DB 2681 PG 5E
PIN/ 359287571
IN
0
PLANT —11 ROAD
Q
y�G
5
FO
CD
SITE
REESE-WILSON ROA[
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NOT TO SCALE
PRO,ECT LIMITs
N/F
DUKE ENERGY
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DB 2681 PG 586
PIN/ 3592875790
MCKIM 1, CREED #501
2102' NC GRID NAD 83/11
N: 529407.58'
E: 1397706,96'
ti ELEV-. 673.31'
MCKiM h CREED #500 COMBINED SCALE
4 NC GRID NAD 83/11 FACTOR=0.9998458847
,l N: 529213.75'
h' a E: 1396705.91'
ELEV: 680.14'
NOTE:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GRID DISTANCES
INU.S. SURVEY FEET. (UNLESS OTHERWISE STATED)
IK
N/F
2. ALL COORDINATES ARE BASED ON THE NORTH CAROLINA STATEDUKE
ENERGY
PLANE COORDINATE SYSTEM (NAD 1953/11) GRID BEARING ARECORPORATION
BASED ON McKIM & CREED # 500 & #501.
DB 2681 PG 586
3. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT THEPIN#
3592075790
BENEFIT OF A TITLE REPORT. THIS SURVEY IS SUBJECT
TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED
i
BY A FULL AND ACCURATE TITLE SEARCH.
4. WETLANDS CONTINUE OUTSIDE OF PROJECT LIMITS.
5. ALL PROPERTY BOUNDARIES AND R/W SHOWN HEREON ARE FROM
PUBLICLY AVAILABLE GIS DATABASE SOURCES.
6. NO PROPERTY SURVEY WAS PREFORMED.
a
SCALE: 1" = 1000'
0 500 1000 2000 3000
9
1°t
46
WETLAND DELINEATION SURVEY
PROJECT #
: 4082-0058
v
NfI�I&�
ON PROPERTY KNOWN AS:
PROJ. SVYR
DRAWN BY
RSR
JSS
ALLEN STEAM STATION
FIELD BK.
R1004
1730 VARSITY DRIVE
OWNED 6Y:
COMP. FILE
SHEET
WIOI-40820058
1 OF 12
SUITE
ENERGY CORPORATION
INCDUKE
RALEIGH, 27606
TEL: [phone]
DATE: FEBRUARY 02, 2016 SCALE 7"=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. #
:JOB FOLDER

,HIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
(NAMEj____
(TITLE)_
(DA IE 1--
I, RANDY S. RAMBEAU, SR., PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND :S NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
l ___ I/GtOit c�.Y!_ 71t f
--- — —
kA'vJY g R BF AU SR, P:G I -2520 DA TE
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ALLEN ROAD
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AN ROAD
MAP
SCALE: 1" = 100'
LEGEND 0 50 100 200 300
W-105 WETLAND FLAG I N/F
• CALCULATED POINT DUKE ENERGY
O IRON PIPE FOUND CORPORATION
X WETLAND FLAG I PIN# 3592875 90 CA/VAL h I
DUST S�BJED T Or
NEB r/oN �wA
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S6-4 !� S6-10
00 \`T '(� S6-3 U` S6-11
0 `V \ 56-1
z S6-2 STREAM s6 =1031 L.F. 56-12 56-13
`,�\9 / NO NENERGY DUKE ENERGY
CORPORATION
\ ,fy 2586 /
PININ 35/ 359287875790
VIE V
To
S
WETLAND DELINEATION SURVEY
PROJECT N
: 4082-0058
* R'Wi/TA I( i��i�DLWLWTI
ON PROPERTY KNOWN AS:
PROD. SVYR
DRAWN BY :
RSR
JSS
j�ll."j�l�/j(j tj�jt'jj,J
`%
ALLEN STEAM STATION
FIELD 8K.
: R1004
1730 VARSITY DRIVE
OWNED BY.,
COMP. FILE
SHEET / :
VFIOI-40820058
2 OF 12
SUITE 500
DUKE ENERGY CORPORATION
RALEIGH, NC 27606
TEL: [phone]
DATE: FEBRUARY 02. 2016 SCALE I'-100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DwG
,1OB FOLDER

THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
IF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
M1 THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
'UBLISHED REGULATIONS, THIS OETERMINATION OF SECTION 404
URISOICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
.%CEED FIVE YEARS FROM THIS DATE, TKS DETERMINATION WAS
IADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
987 CORPS OF ENGINEERS WETLANDS CELINEATION MANUAL.' TILL)
DATE) ___________..
I, RANDY S. RAMBEAU, SR., PLS L- 2520, CERBFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
RANDY S. RA1 EAU SR., PLS _ 2520 DATE
O� tr'.Q U I� N/F \
Z DUKE ENERGY'S
LEGEND SEAL y CORPORATION
L-2520 IX DB 2681 PG 586 w
W-105 WETLAND FLAG y PIN/ 3592875790
CALCULATED POINT yO SUit�E+ QJ
O IRON PIPE FOUND yS, RAC
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IM&e1
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N /F
DUKE ENERGY
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08 2681 PG 586
PIN# 3592875790
190,
o rQ�
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PLANT ALLEN ROAD
SITE
REESE-"LSON ROAD
VICINITY MAP
SCALE: 1' = 100'
0 50 100 260 300
S6
?s S6-27
57'04' p0
j15
2t"1215 CREED
`0 M�K1M
`ss.2 56-28
s
S6-13
STREAM S6 =103,1 L.F.
6.
56-5
74
S6
S6
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S6-17 oS6-161,
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56-19a
S6-1B
S5-1
w
S5-2 STREAM S5 =204 L.F.
No 55-3
S5-3
S5-4
PROJECT
LIMITS
S5-5
WETLAND DELINEATION SURVEY
PROJECT N:
4082-0058
v-
* ��&�
1`/1`�'j
ON PROPERTY KNOWN AS:
PROD.
DRAWN BY :
SR
JSS
R10
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ALLEN STEAM STATION
FIELD SK.
R7IOI
1730 VARSITY DRIVE
OWNED BY:
FILE
COMP. FlLE
SHEET {
: VF101-40820058
: 3 OF 12
SUITE 500
DUKE ENERGY CORPORATION
RALEIGH, NC 27606
TEL: [phone]
DATE: FEBRUARY 02, 2016 SCALE 1"=100"
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. rP
:JOB FOLDER

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.-
(NAME)—
(Ti TLE)---
(DATE)—
I, RANDY S. RAMBEAU, SR., PLS 2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MACE
UNDER MY SUPERNSION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
RANDY S. RAWBEAU SR., PLS L 2520 DATE
N/F
DUKE ENERGY
CORPORATION
DB 2681 PG 586
PIN# 3592875790
SCALE: 1" = 100'
mmomw
0 50 160 260 300
a
rc
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a PLANT ALLEN ROAD
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REESE-WILSON ROAC
VICINITY MAP
vow
j0
QUO
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DB 2681 PG 586
PIN# 3592875790
,5Y/EET S
SHEET 4
WETLAND DELINEATION SURVEY
PROJECT 8
: 4082-0058
�7�t
V */��/��j�
ON PROPERTY KNOWN AS:
PROD, SVYR
DRAWN BY
RSR
JSS
l�rll 1i�V11L�r11�J
ALLEN STEAM STATION
FIELD BK.
R1004
1730 VARSITY DRIVE
OWNED BY.
COMP. FlLE
VF701-40820058
lOI
SUITE 500
DUKE ENERGY CORPORATION
SHEET i
: 4 OF 12
RALEIGH, NC 27606
TEL: [phone]
DATE: FEBRUARY 02, 2016 SCALE 1'e100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
Dye
: UOB FOLDER

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO 1HE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(NAMFi
(DAEl__._...._ ..........
I, RANDY S. RAMBEAU, SR., PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
RANDY S. i�ZHLAJ .,'I PLS L . _.._ DATE
LEGEND
W-105 WETLAND FLAG IJ'
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
N /F
DUKE ENERGY
CORPORATION
DB 2681 PG 586
PIN# 3592875790
SCALE: 1" = 100'
0 50 100 260 300
< `Rr
O +0
4 PLANT ALLEN ROAD
WETLAND DELINEATION SURVEY
PROJECT #
4082-0058
v-
UM �( �+�CREM
ON PROPERTY KNOWN AS:
PROD.
DRAWN BY
RSR
: JSS
ALLEN STEAM STATION
BK.
FIELD BK.
; Ri004
10
1730 VARSITY DRIVE
0 VARSITY
OWNED BY:
COMP. FILE
SHEET #
: VF101-40820058
VFI
: 5 OF 12
SUITE 500
DUKE ENERGY CORPORATION
RALEIGH, NC 27606
TEL:[phone]
DATE: FEBRUARY02. 2015 SCALE 1"=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. #
:JOB FOLDER

'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.'
(NAME)
,TITLE).
(DATE).
I, RANDY S. RAMBEAU, S2.. PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
_,�'_
RANDY S. R EAU SR., PLS L-2520 DATE
LEGEND E EEr a
W-105 WETLAND FLAG /'
• CALCULATED POINT /
O IRON PIPE FOUND
X WETLAND FLAG
4
N
DUKE ENERGY
CORPORATION
DS PIN#23592875790
CV` LO V
SCALE: 1" = 100'
0 50 100 260 300
SHEET 5
N/F
DUKE ENERGY
CORPORATION
DB 2681 PG 586
PIN# 3592875790
PLANT ALLEN ROAD
SITE
REESE-WILSON RON
VICINITY MAP
\ 40 I
10
WETLAND DELINEATION SURVEY
PRO PROJECT#
RSR
v
*�j2-0058
N
ON PROPERTY KNOWN AS:
DRAWN BY
:
: JSS
1md&�
ALLEN STEAM STATION
BK.
1730 VARSITY DRIVE
OWNED BY.
COMP. ig
v1000i 4oB2oo56
SUITE
DUKE ENERGY CORPORATION
SHEET # :
6 OF 12
RALEIGH,ONC 27606
TEL:[phone]
DATE. FEBRUARY 02, 2016 SCALE
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG ;
,IOB FOLDER

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTIUZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(NAMr
(TITLE
I, RANDY S. RAMBEAU. SR., PLS L-2520, CERTFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO CS.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016
,1
/
�It?/1L cfi vl %�r_y� .(Z
S. RF DEAU SR., PLS L 2520 _ATE
LEGEND
W-105 WETLAND FLAG #
• CALCULATED POINT
O IRON PIPE FOUND
M WETLAND FLAG
SCALE: 1" = 100'
6 56 100 260 300
Z (U/�BCdN) OR10 D'N a 14.
PLANT Al rw IYJAD
N /F
DUKE ENERGY
CORPORATION
DB 2681 PG 586
PIN# 3592875790
SITE
nN ROAD
46
WETLAND DELINEATION SURVEY
PROJECT #
: 4082-0056
V
V
N llV1 4&CJZ=
ON PROPERTY KNOWN AS:
PROJ. SVYR
DRAWN BY
RSR
: JSS
ALLEN STEAM STATION
FIELD BK.
R1004
1730 VARSITY DRIVE
OWNED BY:
COMP. FILE
SHEET /
VFIOI-40820058
: 7 OF 12
SUITE 500
DUKE ENERGY CORPORATION
RALEIGH, NC 27606
TEL:[phone]
DATE: FEBRUARY 02, 2016 SCALE 1`=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. #
:JOB FOLDER

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(TITLE) --
(DATE) __.____.__-_..__._.
I, RANDY S. RAMBEAU, SR.. PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47--30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
1
.%If17
RANDY S. RnMIBEAU SR.. PLS L-2520 uATE
LEGEND
W-105 WETLAND FLAG ,
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
N/F
DUKE ENERGY
CORPORATION
DB 2681 PG 586
PIN# 3592875790
SCALE: 1" = 100'
0 50 100 200 300
SHEET 7
(WE90VN) 0180 0-N 'T ALLEN ROA
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9 TE
MAP
GAP �G o
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PROJ. SVYR
: 4082-0058
�Cn &C M N , .
ON PROPERTY KNOWN A5:
DRAWN BY
RSR
JSS
�il-iV \...LWL�L
ALLEN STEAM STATION
FIELD BK.
R1004
1730 VARSITY DRIVE
OWNED BY.
COMP. FILE
VF101-40820058
SUITE ONC 27606
RALEIGH,
DUKE ENERGY CORPORATION
SHEET :
8 OF 12
TEL:[phone]
DATE: FE13RUARY 02, 2016 SCALE 1"=100'
F-1222
—
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. aM :JOB
FOLDER
. I v

0 . Y
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(NAMEj -
i
�DAIF)-_
I, RANDY S. RAMBEAU, SR., PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO 0&S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2015 AND 02/02/2016.
f%il /.&'A��lir'<<<2_2 i rt _t7
R Ir` Y 5. '(iMbEAU SR., PLS L-2520 DATE
LEGEND
W-105 WETLAND FLAG j'
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
JURISDICTIONAL AREA IS SUBJECT
TO SECTION 404 OF THE CLEAN —
WATER ACT (CWA).
JURISDICTIONAL AREA IS
DESIGNATED AN EFFLUENT
CHANNEL UNDER 15A NCAC .0228
SCALE: 1' = 100'
iiiii
0 SO 100 260 300
N /F
DUKE ENERGY
CORPORATION
DE 2681 PG 586
PIN/ 3592875790
D-501
N
eo
q 1r
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m
PLANT ALLEN ROAD
Q
R tlA0
caef
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C7
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U
Z
VICINITY MAP
NOT TO SCALE
q
P.
STREAM S7 -516 L.F. \ rZ
G
A
St-3 j
S1-2
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m I
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53,7?7
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SIT 1.25
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W
I
—JURISDICTIONAL AREA IS SUBJECT
m
I
D-496 TO SECTION 404 OF THE CLEAN
z
WATER ACT (CWA).
Q
JURISDICTIONAL AREA IS
DESIGNATED AN EFFLUENT
w I
I
CHANNEL UNDER 15A NCAC .0228
0
NI
WETLAND DELINEATION SURVEY
PROJECT #
: 4082-0058
V
��
ON PROPERTY KNOWN AS:
PROJ. SVYR
DRAWN BY
: RSR
:JSS
ALLEN STEAM STATION
FIELD
R10 R1004
1730 VARSITY DRIVE
OWNED BY:
COMP. FILE
SHEET /
VF101-40820058
: 9 OF 12
SUITE 500
DUKE ENERGY CORPORATION
RALEIGH, NC 27606
TEL: [phone]
DATE: FEBRUARY 02, 2016 SCALE 1'=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. N
:JOB (OLDER

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(NAME)____ ._._____._.
(TITLE)
(DATE)_�___...._._...._......._........_.. _________..
I, RANDY S. RAMBEAU, SR., PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30. AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/201/6 AND 02/02/2016.
41
RA DY S MBEA SR., PLS L-2520 DATE
LEGEND
W-105 WETLAND FLAG if
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
SEAL
L-2520
o �
s
n A
f. J
f SCALE: 1" = 100'
z
m �
0 0 0 50 160 21>0 300
0
N /F
S4-1 DUKE ENERGY
CORPORATION
DB 2681 PG 586
PIN# 3592875790
S4-2
S4-3
S4-4
S4-5
STREAM S4 -599 L.F.
S4-6
S4-7
PROJECT LIMITS S4-8
S4-9
2 ^I
0
rc
\10
ALLEN ROAD
SITE
VICINITY MAP
WETLAND DELINEATION SURVEY
PROJECT B : 4082-0058
* �*/�f CR=
ON PROPERTY KNOWN AS:
PROD. SVYR RSR
DRAWN BY
lrl 1�LLriV �iV�L:iLJ
ALLEN STEAM STATION
: ,1SS
FIELD BK. : R1004
1730 VARSITY DRIVE
OWNED BY.
COMP. FILE : VF701-40820058
SUITE 500
DUKE ENERGY CORPORATION
SHEET / : 10 OF 12
RALEIGH, NC 27606
TEL:[phone]
DATE: FEBRUARY 02, 2016 SCALE 1"-100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. f:JOB FOLDER

"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
(NAME)
(nTEE).
(DATE)
I, RANDY S. RAMBEAU, SR., PLS L-2520. CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO G.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 LAND 02/02/2016.
h NVDr S. RAMBEAU SR., PLS L-2S_l I LATE
LEGEND
W-705 WETLAND FLAG j
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
WETLAND TABLE
POINT #
LATITUDE
LONGITUDE
WETLANDS
45
35'10'25.5"
-81'00'25.1"
D_486
46
3510'25.0"
-81'00'26.9"
D-487
47
35'10'25.3"
-81'00'27.0'
D_487A
48
35'10'25.3"
-81'00'26.8"
0_4878
49
35'10'25.1'
-81'00'26.7"
0_487C
36
3510'24.9"
-81'00'26.9"
D_488
35
35'10*24.8"
-81'00'26.3"
0_489
34
35'10'24.4"
-81'00'26.3"
D_490
33
35*10'24.4"
-81'00'26.1"
D_491
32
13510'24.4"
-81'00'25.0"
1 D_492
30
35'10'24.7*
-81'00'24.3"
D_493
21
35'10'24.5"
-81'00'23.9"
D_494
22
35'10'24.6'
-81'00'23.5"
D_495
23
35'10'24.8"
-81'00'23.2"
D_496
24
35'10'25.3"
-81'00'22.7"
D_497
25
35'10'25.6'
-81'00'22.3'
D_498
43
35'10'25.4'
-81'00'22.9'
D_499
26
3510*25.7"
-81'00'22.7'
D_500
37
35'10'26.2"
-81'00'22.8"
0_501
27
35'10'25.5"
-81'00'23.2"
D_502
28
35'10'25.3"
-81'00'23.6"
D_503
29
35'10'25.0'
-81'00'23.9"
D_504
31
35'10'25.2"
-81'00'24.4'
D_505
44
35'10'25.6"
-81'00'24.6"
0-506
WETLAND/STREAM DATA
TOTAL WETLAND AREA = 0.655 ACRES
= 28,534 SQUARE FEET
TOTAL STREAM LENGTH = Z638 LINEAR FEET
STREAM TABLE
POINT #
LATITUDE
LONGITUDE
I WETLANDS
1
35'10'33.0"
-81'00'22.4"
S1_1
2
35'10'32.5"
-8100'21.6"
S1-2
3
35'10'32.6"
-81'00'21.4"
St-3
4
35*10'32.2"
-81'00'20.9'
514
5
35'10'32.2"
-81'00'20.7"
S1_5
' 9
f �O
PLANT ALLEN ROAD
SITE
REESE_TALSON ROAD
VICINITY MAP
WETLAND DELINEATION SURVEY
PROJECT i
: 4082-0056
� /�'"T/T� &CRE�L�Ti
ON PROPERTY KNOWN AS:
PROD. SVYR
DRAWN BY
RSR
: JSS
1Nr1V1�/j �.j�GrjJ_J
ALLEN STEAM STATION
FIELD BK.
R1004
1730 VARSITY DRIVE
OWNED BY..
COSHEETLE
: VFIOI-40820058
SUITE 50RALEIGH,ONC
DUKE ENERGY CORPORATION
j
27606
TEL:[phone]
DATE., FEBRUARY02, 2016 SCALE 1"=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG
JOB FOLDER

.► a v
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404
OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED
ON THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR OUR
PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION 404
dURISDICT10N MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS
MADE UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE
1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL"
(NAME)
(TITLE)
(DATE).
RANDY S. RAMBEAU, SR.. PLS L-2520, CERTIFY THAT THIS MAP
WAS DRAWN UNDER MY SUPERVISION FROM A FIELD SURVEY MADE
UNDER MY SUPERVISION; THIS MAP DOES NOT CONFORM TO C.S.
47-30, AND IS NOT INTENDED FOR RECORDATION. DATES OF
SURVEY WERE PERFORMED BETWEEN 02/01/2016 AND 02/02/2016.
9
HAN(,r S. RAMBEAU SR., PLS L �'<':i DATE
LEGEND
W-105 VII FLAG
• CALCULATED POINT
O IRON PIPE FOUND
X WETLAND FLAG
STREAM TABLE
POINT #
LATITUDE
LONGITUDE
WETLANDS
38
3510'25.7"
—81'00'22.3"
S3_124
39
35'10'25.6"
—81'00'21.3"
S3_125
40
35'10'25.7"
—81'00'20.8"
S3_126
41
35'10'25.8'
—81'00'20.5"
S3_127
42
35'10'26.1"
1 —81'00'19.9' 1
S3_128
STREAM TABLE
POINT #
LATITUDE
LONGITUDE
WETLANDS
12
35'1 O'l 7.3"
—81'00'42.1"
S4-1
13
35'10'16.8"
—81'00'41.9"
S4_2
14
35'10'16.2"
—81'00'40.6"
S4-3
15
351O'l5.8"
—81'00'39.8"
1 S4-4
16
35'10'15.7"
—81'00'39.1'
S4_5
17
35*1O'l5.1'
—81'00'38.6"
S4_6
18
35'10'15.0"
—81'00'37.9"
S4-7
19
351O'l4.7"
—81'00'36.8"
S4_8
20
351O'l4.4"
—81'00'36.2"
S4_9
STREAM TABLE
POINT #
LATITUDE
LONGITUDE
WETLANDS
55
35'11'06.4"
—81'01'37.2"
S5-1
54
3511'06.2"
—81'01'37.1"
S5_2
53
3511'06.2"
—81'01'36.9'
S5_3
52
35*11'05.8"
—81'01'36.2"
S5-3
51
35'11'05.5"
—81'01'35.9"
S5_4
50
35'11'05.3"
—81'01'35.7'
S5-5
STREAM TABLE
POINT #
LATITUDE
LONGITUDE
WETLANDS
83
3511'07.5*
—81'01'44.8"
S6-1
82
35'11'07.5"
—81'01'44.7"
S6_2
81
35'11'07.9"
—81'01'43.9"
S6_3
80
35'11'08.1'
—81'01'43.7"
S6_4
79
35'11'08.1"
—81'01'43.2"
S6-5
78
35*11'08.2"
—81'01'43.2"
S6_6
77
35'11'08.3"
—81'01'43.1"
S6-7
76
3511'08.3"
—81'01'42.9"
S6_8
75
35*11'08.3"
—81'01'42.3"
S6_9
74
35'11'08.0"
—81'01'41.8"
S6_10
73
35'11'07.9"
—81'01'41.4"
S6_11
72
35*11'07.6"
—81'01'41.2"
S6_12
71
3511'07.3'
—81'01'40.9"
S6_13
70
35'11'07.2'
—81'01'40.5"
S6_14
69
3511'07.2"
—81'01'40.1"
S6_15
68
35'11'07.0'
—81'01'39.8"
S6_16
67
35'11'06.7'
—81'01'39.6"
S6_17
66
3511'06.6'
—81'01'39.3"
S6_18
65
35'11'06.5"
—81'01'38.8"
S6_119
64
35'11'06.4"
—81'01'38.5"
S6_20
63
3511'06.5"
—81'01'37.8"
S6_21
56
35-11'06.5*
—81'01'37.4'
S6_22
57
35'11'06.9'
—81'01'36.6"
S6 23
58
35'11'07.3'
—81'01'36.2"
S6_24
59
3511'07.7*
—81'01'35.7'
S6 25
60
351V08.1'
—81'01'35.4"
S6 26
61
35'11'08.1"
—81'01'34.8"
S6_27
62
35'11'08.0"
—81'01'34.5"
S6_28
ALLEN ROAD
SITE
m ROAD
V
�71
MC , &
WETLAND DELINEATION SURVEY
ON PROPERTY KNOWN AS:
PROJECT #
PROD.
: 4082-0058
RSR
�L,L-1
ALLEN STEAM STATION
BY
DRAWN BY
JSS
1004
1730 VARSITY DRIVE
OWNED BY.
COMPDF8LE
; 101-40820058
SUITE 500
RALEIGH, NC 27606
DUKE ENERGY CORPORATION
SHEET /
: 12 OF 12
TEL: [phone]
DATE. FEBRUARY 02, 2016 SCALE 1'=100'
F-1222
SOUTHPOINT TOWNSHIP GASTON COUNTY NORTH CAROLINA
DWG. III:JOB
FOLDER

Attachment 4
Updated list of State or Federal permits
obtained or anticipated for impoundment
closure at Riverbend

List of all State or Federal permits obtained or anticipated for impoundment
closure
MEDIA
DATE
NPDES Industrial
NCDEQ issued the ISW permit
Stormwater (ISW)
May 15, 2015
May 15, 2015. SPPP
Permit
implementation date
Water
was November 15, 2015.
NPDES Wastewater
Q1 2016
Permit became effective December 1,
Permit — Major
(Modified by SOC
2016.
Modification
in Q4 2016)
Jurisdictional
There are no identified jurisdictional
Wetland and Stream
wetland/stream impacts. A Jurisdictional
Impacts / 404
N/A
Determination (JD) was issued on
Permitting
August 24, 2015 and expired on August
and 401 WQC
24, 2020. A Jurisdictional Review
Wetland Re -Validation Request package
was submitted to the U.S. Army Corps
of Engineers on October 9, 2020 to
obtain a JD renewal.
Intermediate Dam
Submitted May 31, 2016.
Decommissioning
June 16, 2016
Received approval June 16, 2016.
Request Approval
Decommissioning completed
March 13, 2017.
Primary Dam
Submitted May 8, 2017.
Modification Request
Received approval August 3, 2017.
Dam Safety
Approval
August 3, 2017
Modification completed March 3, 2018.
Primary and
Resubmitted May 29, 2018.
Secondary Dam
Received approval June 7, 2018.
Decommissioning
June 7, 2018
Decommissioning is currently in
Request Approval
progress.
Mine reclamation
Waste
Individual Structural
October 15, 2015
owner/operator obtained
an Individual Structural Fill Permit
Fill Permit
(Permit to Operate)
pursuant to N.C.G.S. § 130A-309.219.
Original permit received
Duke Energy
Water Conveyance
August 2, 2016
April 7, 2016. Amended permit for
Lake Services
Permit
revised quantities received August 2,
2016.