NC0004979_Permit Application 2009_20091203

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P&Aeirgy. 1L,e
December 2, 2009
Mr Charles H Weaver, Jr.
State of North Carolina
Department of,Environmentand Natural Resources
Division of Water Quality
NPDES Unit
1617 Mail Service Center
Raleigh, North Carolina 27699 -1617
CORPORATE EHS SERVICES
Duke Energy Corporation
526 South Church St
Charlotte, NC 28202
Marling Address
EC13K / PO Box 1006
Charlotte, NC 28201 -1006
R"mmC'- v
L L � C
D LE C - 3 2009
D E N R - WATER QUALITY
POINT SOURCE BRANCH'
Subject Duke Energy Carolinas LLC — NPDES Permit Application
AIIen,�Steam� Station - #NC,0004979
Dear Mr Weaver
Duke Energy Carolinas, LLC requests the subject permit be. renewed and reissued
The above referenced permit expires May 31, 2010 As mandated by North
Carolina Administrative Code 15A NCAC 21-1.0105 (e), this permit application for r
renewal is being submitted at least 180 days prior to expiration of the current
permit
Please find enclosed in triplicate, the renewal application, which includes the
following items
EPA Form 1
EPA Form 2C
;EPA Form 2F
Site Maps
Water Flow Diagram
Supplemental Information
Duke Energy Carolinas, LLC requests notification that this application is complete.
Additionally, the attached report, "Assessment of Balanced and Indigenous
Populations in Lake Wylie," continues to indicate the maintenance of balanced
mdegnious populations Therefore, this, report supports renewal of the current
thermal monitoring requirements of outfall #001
www duke- energy com

The following monitoring reductions at outfall #002 are requested based on
historical monitoring data
• Reduce copper sampling from twice per month to monthly
Thank you in advance for your- assistance on- this matter Should you have
questions regarding''fihis application, please contact me at (.704) 382 -4309.
Sincerely,
Allen Stowe
Water Management
Attachments
cc w/- Mr Robert Krebs - NCDENR Mooresville R O
Mr Jay Sauber — NCDENR, Raleigh, N C. (BIP Report 3 copies)

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BACKGROUND DATA: 1:24000 USGS TOPOGRAPHIC QUAD (BELMONT) , WAS OBTAINED Kilometers a
FROM NCIDOT GEOGRAPHICAL INFORMATION (GIS) WEBSITE. THE PROPERTY DATA 0 0.5 1
WAS OBTAINED FROM THE GASTON COUNTY NORTH CAROLINA GIS DEPARTMENT
PLEASE NOTE THIS DATA IS FOR INFORMATIONAL PURPOSES ONLY. Miles
SCALE: AS SHOWN FIGURE
LOCATION MAP DUKE NO.
DATE: 10-26-2009 Duke ALLEN STEP S'
DRAWN BY: RDP NPDE
PROJECT NO: Energy®
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Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 3 ,of 26
1,.0 GENERAL INFORMATION
Plant Allen utilizes waters from the ,Catawba River for condenser�cooling and service
water requirements. A brief discussion of each discharge follows. All flows are based
on historical data where ipossible or pump design capacities and normal run - times.
2.0 OUTFALL INFORMATION
2.1 Outfall 001 - Condenser Cooling Water (CCW)
The CCW system is a once - through, non - contact cooling water system that
removes heat rejected from the condensers and other selected heat exchangers
and then discharges into the South Fork River. Each of the 5 units at Plant Allen
has two condenser cooling pumps. The number of pumps used is dependent on
,unit; load and intake temperatures with more pumps running with higher loads
and intake temperatures.
Units 1 and 2 share a common cooling water supply °tunnel served by a total of 4
CCW pumps. Units 3 and 4 also share a tunnel ,and 4 CCW pumps. Unit 5 has,
a separate tunnel and ,2 CCW pumps. The common tunnel design enables three
pumps to give Units 1 and 2 or 3 and 4 the equivalent of 1 Y2 pump operation.
The 1 %2 pumps operation adds an economical range or flexibility when units are
on partial load and when intake water temperatures are minimal.
Unit ,No.
1 -Pump GPM
1.5-Pump GPM
2-Pump GPM
1
'55,500
74;800
83,500
2
55,500
74,800
83,500
3
83,000
111;200
126,000
4
83,000,
111,200
126,000
5
83,000
- - -- -
-- -- .. - 126,`00,0
All condenser tubes at Plant Allen ,are cleaned manually with metal or rubber
plugs. Mechanical cleaning is required once a year for most units. A leak test is
performed periodically on the condenser- tubes. (See section 2'.2:6.4.) If leaks
are detected, then one method used to temporarily, stop small leaks is to add
sawdust to the CCW system, as previously approved by NCDENR. The sawdust
is added at amounts `that will plug the leaks and not result in an environmental
impact: This is, a temporary measure until the unit can come, off -line so the leaks
can be permanently repaired.
Use of the supplemental pumping system that was approved for operation from
July through September 2008 is proposed on an as- needed basis between July
and September of each year. During operation of the supplemental pumping
system, calculation of Allen Steam Station's CCW discharge temperature for
Outfall 001 will be modified to include the temperature of the supplemental

Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 4 of 26
cooling water pumping system based on the system flow and Allen Steam
Station's CCW intake temperatures, as was done in 2008. The supplemental
pumping system will enable Allen Steam Station to extend power production in
compliance with current thermal limits that assure protection of the aquatic
community and downstream users.
2.1.1 Asiatic Clam /Debris Filter Backwash
Water'for the Unit 5 CCW water is filtered for any twigs, leaves and other -light
debris, which passed through the intake screens. Asiatic clams, which are
common `in Lake Wylie and can clog the condenser tubes, are also captured in
this filter. This filter is backwashed once a week for 15 minutes. A maximum
flow of 3000 GPD is realized. No additives- are in the backwash water., The twigs,,
leaves, clams and other light debris collected in the debris filter are indigenous to
the river and are therefore flushed back with no harmful environmental
consequences.
2.2 Outfall 002 - Ash Basin
2.2.1 Boiler Cleaning
All five boilers at Plant Allen are chemically cleaned with the next cleaning as
needed. The volume of the boilers determines the quantity of chemicals required
for a cleaning., Boilers #1 and #2 each have a waterside volume of 26,700
gallons. The volume of'boilers #3, #4, and #5 is 40,100 gallons each. The
"volume of dilute waste chemical discharged from unit #1 or #2 during a cleaning
is 294,000 gallons. The volume of diluted waste chemicals drained from #3, #4
and #5 totals 450,000 gallons each. These wastes are drained through
temporary piping to the permanent ash removal lines, which flow to the ash
basin. Immediately prior to the beginning of a boiler chemical cleaning
procedure, additional stop logs are added to the ash basin discharge structure.
This action assures longer retention time of the chemical wastes for proper
treatment through dilution, neutralization, precipitation, and ion - exchange as
documented in the Ash Basin Equivalency Demonstration (October 1976).

Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 5 of 26
A list, of the chemicals and amounts required to clean the boilers at Plant Allen
follows:
CLEANING CHEMICALS
Sodium bromate
Ammonium carbonate
Ammonium hydroxide*
Hydrochloric acid*
Thiourea*
Citric acid
Sodium Sulfite
Ammonium bifluoride
Detergent (Triton —X)
Antifoam agent
AMOUNT USED PER UNIT
Boiler #1 and #2
550 Ibs
1000 Ibs
850 gal
3700 gal
1680 Ibs
300 Ibs
100 Ibs
1100 Ibs
20 gal
10 gal
Boiler #3, #4 & #5
550 Ibs
1000 Ibs
950 gal
5500 gal
2010 Ibs
400 Ibs
100 Ibs
1700 Ibs
20 gal
1,0 gal,
During a chemical metals cleaning these chemicals are present in amounts
greater than the reportable quantity as identified under the Comprehensive
Environmental Response, Compensation, and Liability Act (CERCLA). If a spill
of any these chemicals were to occur, in most cases, it would be routed to the
ash basin for treatment.
Alternately, the boiler may be cleaned using ethylenediaminetetraacetic acid
(EDTA). If EDTA is used for cleaning, no waste water'will be discharged to the
ash basin, rather all cleaning waste waters will either be evaporated in the boiler
or collected and transported off -site for proper treatment and disposal.
2.2.2 Stormwater run -off
Storm water run -off enters the ash basin from the from the ash basin's drainage
area, the yard drainage sump, the coal yard sump, the FGD storm water basin
and' the landfill'leachate sump. The powerhouse sump and ,the limestone storm
water sump discharges'its rainfall run -off, into the yard drainage sump. A more
detailed description of the sump systems and stormwater run -off is included in
section 3.0.
2.2.3 Sanitary Wastes
Sanitary waste at Plant Allen is treated in a septic tank with ,the effluent from the
septic tank,being discharged to the Ash Basin via the Coal Yard sump.
Approximately 150 people are responsible for the load on this system. An
average flow of 4850 GPD is treated by the system. The drinking water is
supplied by City of Belmont Utilities Department.
2.2.4 Ash Sluice
Plant Allen has converted to a dry ash handling system. Ash collected in'the
electrostatic precipitators ,is transported .by compressed air to two silos where ash
is transferred to trucks for ultimate disposal in the newly constructed on -site

Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 6 of 26
landfill. Wet sluicing is still utilized during times of start up and dry system upset.
Bottom ash sluicing to the basin requires approximately 6.0.
Plant Allen presently has additional air pollution control systems installed on
three units. Use of these systems entails the use of low concentrations of
ammonia and sulfur compounds. These, systems aid in the collection of the ash
in the electrostatic precipitators.
2.2:5 Recirculating Water System (RCW)
Plant Allen has 2 ROW systems: a chiller system and a pump cooling water
system. Both�systems use the biocide Nalco H -550 or similar products. In
addition, the corrosion inhibitor Nalco CS -4710 or similar product is used.
Generally, these systems are closed loop, but may need to be drained
occasionally. All such water would enter the floor drains and then be discharged
to the ash basin:
2.2.6 Miscellaneous Waste Streams
2.2.6.1 Turbine Non- destructive Testing
Approximately once per year, one turbine is tested ,for cracks in the
generator shaft using an ultrasonic nondestructive test. During the
process a maximum of 400 gallons of demineralized water mixed with 4
gallons of corrosion inhibitor.is used and discharged to, the ash basin.,
22.6.2 Heat Exchanger Cleaning
From time to time, it may be necessary to clean the small heat exchangers
with polyacrylarhide, polyacrylate, sodium laurylsulfate and tri- sodium
phosphate. All, wastewater would be routed to the ash basin.
2.2.6.3 Condensate Polishers:
Plant Allen utilizes condensate polishers which divert a portion of,the
normal condensate (closed system) flow through one of two cells per unit.
The polishers provide filtration as well as ion exchange functions to
remove or substantially reduce di'ssol'ved solids and suspended matter
present in the condensate stream. The polishers require precoating with a
combination of anion and cation resin. To facilitate precoating, 125 -150
ml of a solution of polyacrylic acid (25 %) is 'added to the precoat slurry.
Upon exhaustion, the precoat is removed from the filters by water / air
blasting and flushed to the ash basin via sumps. Condensate water is
used to remove the exhausted precoat at the rate of:
• Unit 1 & 2 - 1558 gal /precoat
• Units 3, 4, & 5 - 2090 gal /precoat.
A total average waste flow of approximately 980 GPD to the ash basin is
realized.

Allen -Steam Station, Gaston County
NPDES,Permd,No. NC0004979
Page 7 of 26
2.2.6.4 Condenser Leakage Testing:
Fluorescing.Dye Method - Approximately 1 lb. �of a disodium fluorescing
dye added to 280,000 gals of demineralized water is used occasionally to
test the condensers for leakage. All wastewater from the testing would be
routed to the ash basin.
Sulfur Hexafluoride Method - Periodically, sulfur hexafluoride is injected
into the condenser tubes to locate condenser tube leaks. Sulfur
hexafluoride is a chemically inert, nonflammable, nontoxic gas with an
extremely low'water solubility. It is estimated that 150 grams of sulfur
hexafluende would be used during the leak detection ,process. Most of the
sulfur hexafluoride would be volatilized, during the process.
2:2.6.5 FGD Stormwater Sump
Stormwater collected at FGD site'including: the dry ash hand ling� facility,
gypsum pile, WWTS area (not process water), stack, absorbers,
switchgear building, dewatering building, reagent prep building, and the
control room area is routed to a large stormwater collection basin prior to
being pumped to the ash basin (See Section 3.4 for amore detailed
description of FGD stormwater sump)
2.2.6.5 Landfill Leachate collection discharge:
Industrial Solid Waste landfill (Permit No. 36 -12) permitted to acceptcoal
combustion byproducts (fly ash, bottom ash, gypsum, WWTS filter
press sludge cake) consists of a double liner with leachate collection
system. Collected leachate will be pumped to ash basin.
2.2.7 Ash Basin Treatment
Sulfuric Acid System- An acid injection system utilizing 93 % sulfuric acid is
operated as needed to maintain pH level below 9.0 standard units.
Sodium Hydroxide System - A sodium hydroxide injection system utilizing 25% or
50% sodium hydroxide operated as needed to maintain pH level above 6.0 standard
units.
2.2.8 Yard Drain Sump
The yard drain sump is a large concrete structure that has three level controlled
pumps, which pump wastewater from Plant Allen to the ash basin. These pumps
are operated on a rotating basis. The combined average flow from all sources tied
to the yard drain sump is, approximately 4.0 MGD. (See Section 3.4 for a more detail
description of rainfall run =off entering the yard drain sump.) Below is a description of
waste streams going to, the yard drain sump:
2.2.8.1 Boiler Room Sumps (Units 1 -4)
The water which flows to the boiler room sumps originates from such
sources as floor wash water, boiler blowdown, water treatment waste,
condensates, equipment cooling water, sealing water and miscellaneous

Allen Steam Station, Gaston County
NPDES Permit No N60004979
Page 8 of,26
leakage (refer to the attached schematic of water flow for individual flows).
The effluent from the units 1 through 4 boiler room sumps is flushed to the
yard drain sump. The effluent from the unit 5 boiler room sump is flushed
to the power house sump, which is then,flushed to the yard drain sump.
2.2:8.2 Turbine Room'Sumps
The turbine room sumps accommodate flows from floor washing, leakage,
and occasional condenser water box drainage. Effluent from units 4
through 5 turbine room sumps is flushed to the yard drain sump.
2.2.8.3 Limestone Unloading /Storage Area Sump
Limestone sump collects stormwater from limestone unloading and
storage area and routes to YD sump via PH sump dischage line. (See
Section 3.4 for -a more detail description of limestone sump)
2.2.9 Water Treatment "System
The water treatment wastes consist of sedimentation, filter backwash, reverse
osmosis (RO) concentrate, demineralizer regeneration wastes- and boiler blowdown.
The make -up water treatment system is comprised of a clarifier, two pressure filters,
two activated carbon filters, pre RO filters, a reverse osmosis machine and one set
of demineraiizers. Make -up water is used in the boilers and closed cooling systems.
Clarifier:
The clarifier has an average production of'0.252 MGD. Caustic or ferric
sulfate /ferric chloride are used to affect precipitation and thus remove suspended
solids from the raw river water. Desludging of the clarifier takes place
approximately 8 °/0 of the unit run -time with an average volume of 2300 -GPD
going to the ash basin.
Pressure Filters:
There are two pressure filters which follow the clarifier in the, water treatment
process. These filters, are backwashed once per week with a waste flow of
11,000 gallons per backwash. Each pressure vessel will contain 84 ft3 of
anthracite, 50 ft3 of quartz, 25 ft3 of garnet and 41, ft3 of'garnet/quartz support
media. Each vessel will use product water to backwash at a rate of 750 gpm.
On average, both vessels is backwashed once, per,week. The contents of,the
pressure filters will be changed out, as internal maintenance requires, and the
used filter medium will be sluiced to the ash basin.
Activated Carbon Filters:
In addition to the pressure filters, there are two activated carbon filters. These
filters are backwashed twice per month. Approximately 30,000 gallons of water
are required to backwash each of these filters. The activated carbon filters are!
composed of approximately 250 ft3 of granular, activated carbon (coal). The
spent filter medium is changed out yearly and sluiced to the ash basin.

Allen Steam Station, Gaston,County
NPDES Permit No. NC0004979
Page 9 of 26
Reverse Osmosis (RO) Unit:
A RO unit is used to decrease the conductivity in the filtered water, thereby
increasing the efficiency,of the dernineralizers and reducing the amount of
chemical needed for demineralizer regeneration. During operation, the unit has
a continual blowdown of 60 gal /min, which is discharged, to the ash basin. The
RO unit is cleaned on a quarterly, basis with the waste, going to the yard drains
and eventually the ash basin. During a cleaning, approximately 30 Ibs of a
sulfamic acid cleaner along with 5 gallons of biocide, 2 liters of sodium
hydroxide, and 0.5 gallons of sodium lauryl sulfate is used.
Demineralizer:
The dernineralizer,consists of two mixed =bed cells. Only one of these. cells is
operated at any one time. The cell which is in operation is regenerated
approximately once every 7-14 days of operation. A regeneration requires 42
gallons of sulfuric acid (78 -80 %) and 150 gallons of 50% sodium hydroxide. An
average dilute waste chemical and rinse flow of 20,000 gal, is realized. The
dilute acid and caustic are discharged to the floor drains simultaneously through
the same header for neutralization purposes, All regeneration wastes are
flushed to the ash basin. The demineralizer resin is changed out approximately
once every 1'0 years and the spent resin is sluiced; to the ash basin.
Approximately 1 milliliter of the surfactant Triton CF -54 or similar product is
added to the new resin to improve separation.
Boiler Blowdown:
Each of the five boilers at Plant Allen blowdown at an average rate of
approximately 500 lbs. of steam per hour. The blowdown is allowed to flash in a
blowdown tank. Most of the blowdown is vented to the atmosphere with a
minimal amount of condensate discharged to the boiler room sump. The
average condensate flow'to this sump is 0.004 MGD. Hydrazine is maintained at
a concentration of'25 ppb in the condensatwsystem fordeoxygenation. A minute
amount of hydrazine ( <10 ppb) may be present in the condensate flow to the
boiler room ,sump.
2.2.1`0 Preheater'Washes
Preheaters are backwashed with raw water approximately 2 times per year to
remove ash and corrosion products. 'There are 12 preheaters at Allen that would
require approximately 100,000 gallons of backwash water each. 'The backwash
water°�is routed ,to the ash basin through the yard drain sump.
2.2.11 Laboratory'Wastes
The plant chemistry and the FGD chemistry laboratories on site perform a variety of
water analyses and routine sample collections. Therefore several chemicals are,
used in the lab in small quantities for sample preservation, bottle rinsing, equipment
calibration, conductivity analysib etc. The wastes are, flushed down the sink and
discharged into the yard drain sump and then pumped to the ash basin. Some,of
the laboratory chemicals are as follows: Ammonia molybdate, Acetic acid, Ferric
sulfate, Hydrochloric acid, Monoethylamine, Nitric acid and Potassium hydroxide.

Allen Steam Station, Gaston County
NPDES,Permit No NC0004979
'Page 10 of 26
2.2.12 Power House Sump (Unit 5)
'The wastes, which enter the floor drains at Plant Allen, accumulate in the boiler
room sumps and turbine room sumps. The water which flows to the boiler room
sumps originates, from such sources as floor wash water, boiler blowdown, water
treatment waste, condensates, equipment cooling water, sealing water and
miscellaneous leakage. Effluent from the unit 5 boiler room sump is flushed to the
powerhouse sump, which is then flushed to the yard drain sump. This sump also
receives stormwater from various drains located on the north end of the
powerhouse. (See Section 3.4 for a more detail description of rainfall run -off
entering the powerhouse sump.)
2.2.13 Physical Chemical Treatment System
The purpose of this system is to provide a chemical injection system for treatment of
dissolved pollutants that would not settle out of the wastestream through purely
physical means. The system treats 4 -6'MGD sluice water to'reduce the Total
Suspended Solids (TSS) and selenium to below, permit limits. The three primary
settling cells are used to settle the; solids (one at a time, while the inactive cells are
being cleaned).
The treatment channel conveys settled sluice wastewater to the secondary settling
or flocculation cell. Approximately 25 -50 gpm of the settled waste stream from the
treatment channel is pumped into the chemical treatment building. This wastewater
stream provides the opportunity to take samples before and after treatment and
serves as the chemical injection point. The chemicals that 'are presently utilized for
treatment in this system are: sulfuric acid,, ferric sulfate, ferric chloride and sodium
hydroxide.
After chemical addition and mixing in the - treatment channel, the treated waste
stream is discharged into a floc settling basin to allow' sufficient settling time for any
precipitated compounds to settle prior to discharge. Overflow from�the final settling
cell flows through a vegetated ash delta prior to discharge to the main pond.
2.2.14 Selective Non - Catalytic Reduction (SNCR)
As part of the compliance with the North Carolina Clean Air Initiative (NCCAIR),
Allen has installed a urea based "trim" Selective Non - Catalytic Reduction (SNCR)
systems on all five, units. The trim SNCR systems are expected to reduce NOx
emissions, by approximately 30 %. SNCR systems operate by injecting urea into the
upper section of the boiler where a chemical reaction occurs to reduce the NOx to
water and nitrogen. Some residual ammonia will be ,collected on the fly ash in the
electrostatic precipitators and a small amount will be carried to the ash basin.
'However, the operation of the SNCR system is not expected to require, additional
treatment capabilities to ensure compliance with NPDES permit limits.

Allen,Steam Station, Gaston county
NPDES Pennit'No NC0004979
Page 11 of 26
2.2.15 Flue Gas Desulfurization (FGD)
A Wet Flue Gas Desulfurization (FGD) system has been installed' at Allen for the
reduction of SO2 from the stack gas. The following provides a description of the FGD
system at Allen.
In a Wet Scrubber system, the SO2 component of the flue gas produced from the
coal combustion process is removed by reaction with limestone -water slurry. The
particular system used at Allen collects the flue gas after it passes through the
electrostatic precipitator, and routes the gas into the absorber tank. As the gas rises
through the tank to the outlet at the top, the gas passes through a spray header. A
slurry of water and limestone droplets is continually sprayed through this header into
the stream of flue gas. The SO2 in the flue gas reacts with the calcium in the
limestone and produces SO3. 'The SO3 slurry falls to the bottom of the tank where a
stream of air is injected to oxidize the slurry to form gypsum (CaSO4.2H2O). The
gypsum slurry is drawn off'the absorber tank and subsequently pumped to a vacuum
belt filter. Part of the, process water from the FGD system is blown down in order to
maintain the FGD water chemistry within the FGD system specifications. This water
'is treated 'in a wastewater treatment .system that discharges to the ash basin via
internal Outfall 005.
The FGD system has a material handling system that supplies limestone to the
scrubber and a gypsum storage area for the gypsum removed from the process.
The limestone comes onto the site by rail and is ,then transferred to the FGD site via
a covered conveyor. Runoff from the storage area is routed to the, ash basin. The
gypsum is routed from the FGD tank'to a dewatering belt and then to, a covered
conveyor belt that will carry it to a storage pile. The runoff from this area is also
routed to the ash basin.
2.3 Outfall 002A — Coal Yard Sump Overflow
An overflow pipe that directs flow from the sump to the Catawba River was, included in
the construction of the coal yard sump. This modification was implemented to prevent
submergence and damage of the pump motors within the sumps in ,the event that all
pumps failed or redundant power;supply lines could not be restored in a timely manner.
2.4 Outfall 0026 — Powerhouse Sump Overflow
An overflow pipe that directs flow from the sump to the ground was included in the
construction of the powerhouse sump., This modification was implemented to prevent
submergence and damage of the pump motors within the sumps in the event that,all
pumps failed or redundant power supply lines could not be restored in a timely manner.
If enough water overflows, the waste water could potentially get,to the Catawba River.
Overflow has not occurred during the last permit cycle.
2.5 Outfall 003 — Misc Equipment Cooling & Seal Water
Outfall 003 discharges into the CCW discharge canal. The discharge consists of
cooling water from units 4 and 5 boiler feedpump hydraulic coupling coolers and other
miscellaneous equipment cooling. This water is once - through, non - contact cooling
water withdrawn from the service water system.

Allen Steam Station, Gaston County
NPDES Permit'No. NC6004979
Page 12 of 26
Approximately 10,000 gpd' of bearing cooling water for the ash line booster pump is
routed back to the discharge canal via a stormwater outfall in the vicinity of outfall 003.
The water is once through, non - contact cooling water withdrawn from the service'water
system.
2.6 Outfall 004 — Equip. Cooling & Intake Screen'Backwash
2.6.1 Equipment Cooling Water
Cooling water for units 1,2 & 3 boiler feed pump hydraulic coupling coolers and
other miscellaneous equipment is, discharged through outfall 004. This, water is
once - through, non - contact water drawn from the service water system. In
addition, water from a vehicle rinse -d'own area'is directed to this outfall. The
rinse water contains no soaps or other additives. Allen has also added a new
chiller system for comfort cooling that is a once'through non contact cooling
water system.and discharges back to the river °via outfall 004.
2.6.2 Intake Screen Backwash.
The intake screens at Plant Allen are flushed on an "as needed" basis.
Backwash usually averages 2 hours per shift. The average volume required is
0.053 MGD. The large debris floating on the river is caught on the parallel bar
screens. This trash is collected and disposed of'in a landfill. The silt, twigs,,
leaves and other light debris collected on the rotating screens are indigenous to
the river and are therefore flushed back into the river with no harmful
environmental consequences.
2.8 (Internal) Outfall 005 — WWTS Effluent Discharge
FGD purge water is routed to a WWTS consisting of a physical- chemical process
designed to precipitate heavy metals and remove suspended solids. The clarified
product water is routed to a series of bioreactors designed for selenium and
nitrate removal: Thee bioreactor product water pis discharged to, the.ash basin via
Outfall 005 in the vicinity of the floc settling basin (as noted in Section 2.2.13
above)
3.0 STORMWATER GENERAL INFORMATION
3.1 Site Description
Allen Steam Station property covers approximately 953 acres. The powerhouse,
the plant yard, the coal pile, the switchyards, and associated material and
equipment, storage areas cover about 65 acres. These developed areas are
generally flat. There are approximately 5 miles of rail access and 1.67 miles of
paved roadways on -site. Coal and limestone is shipped to the site by rail lines.,
There is a 64 acre, retired ash basin currently being converted to a double lined
with leachate collection landfill for disposal of coal combustion byproducts . The
active ash basin has a surface area of about 176 acres, and it receives runoff
from another 112 acres.

Allen Steam,Stabon, Gaston County
NPDESrPermit,No. NC0004979
Page 13 of 26
Based on information from the Soil Survey of Gaston County, North Carolina, the
original site soils at Allen Steam Station were from the Gaston series. These
soils are classified as sandy clay loam with red clay in the subsoils. In developed
areas, the soil profile has been altered by grading and filling. The site
topography is generally flat with rolling hills in outlying, undeveloped areas.
3.2 Storm Water Drainage'System
In developed areas, runoff flows overland to ditches and catch basins, which are
connected to a buried network of corrugated metal pipes (CMP). Rainfall runoff
from the coal pile and coal handling areas and portions of the plant yard goes to
the yard sumps that discharge to the ash basin. Storm water runoff from other
areas of=the site is discharged to the Catawba River and the South Fork River.
Rainfall runoff from the transformer yard area and the 115 KV switchyard is
routed through oil traptanks prior,to being discharged.
3.3 Characterization of Drainage Basins
A description of the drainage area, significant materials, and material control
measures is presented for each drainage basin. Herbicides are spot applied
where required in parking areas, switchyards, parts laydown areas, along
walkways, and around various fixtures and 'buildings.
3.4 Storm Water Outfalls
Characteristics for 16 individual outfalls and one group of outfalls are presented.
Stormwater Outfall 1
Discharge Structure: 10 inch ( ") diameter () CMP
Location: North of station on railroad tracks
Drainage Area: 5.4 acres
Area Description
Thi&outfall conveys runoff from undeveloped, wooded area, upland of the railroad
tracks, and from the tracks themselves. Approximately 345 feet of an unpaved
road passes through °the drainage area and 2000 feet of railway lines. There are
no paved or roofed areas in this drainage area.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin, but there is a
potential for a spill or leak from railroad activities.
Stormwater Outfall 2
Discharge Structure: 24" CMP
Location: North of station on railroad tracks
Drainage Area: 12.7 acres
Area Description
This area conveys overflow runoff from the construction laydown area, Boat Club
road, and parking areas. This- area also conveys flow,from wooded areas upland
of the railroad tracks. A permanent stormwater basin collects, retains, and

Allen Steam Station, Gaston County
NPDES Permit'No. NC0004979
Page 14 of 26
impedes. most of the water from impermeable areas. There is approximately 4.6
acres of a gravel laydown area. Impermeable areas, include 1000 feet of paved
road (Boat Club) and approximately 3,00.0 square feet of roof surface from
temporary trailers.
Significant Materials/ Controls
Construction Laydown Area: Spare equipment, parts, steel, iron, cable, and
miscellaneous supplies are stored in a large, flat, gravel laydown area north and
upland of the powerhouse. The equipment and .supplies ,generally do not contain
liquids.
Parking: There is approximately 3,000 square feet of gravel parking within this
drainage basin.
Stormwater Outfall 3
Discharge Structure: 36" Reinforced Concrete Pipe
Location: North of station on railroad tracks
Drainage Area: 1.6 acres
Area Description
This outfall conveys runoff from the railroad tracks. There are about 1500 feet of
railway lines. There are no paved or roofed areas in this drainage area.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin, but there is a
potential for a spill or leak from railroad activities.
Stormwater Outfall 4
Discharge'Structure: 10" Cast Iron Pipe
Location: North of station at Catawba River
Drainage Area: 0.4 acres
Area Description
This small area is southeast of the limestone unloading area. There is a bermed
area with trees that separates this drainage area and the limestone unloading
area. None of the drainage area is paved or roofed.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin.
Stormwater Outfall 5
Discharge Structure: 18" CMP
'Location: North of station at Catawba River
Drainage Area: 7.3 acres
Area Description
This outfallt conveys overflow runoff from the catchment basins upland of the
railroad' tracks and from the tracks themselves. There are also a few temporary

Allen Steam Station, GastomCounty
NPDES Permit No. NC0004979
Page 15 of -26
construction buildings in this area. About 450 feet of a paved road passes
through the drainage area, and there are about 2,580 feet.of railway1ines.
Significant Materials/ Controls
Parking: There are about 3.2 acres of gravel parking areas within this drainage
basin.
Laydown Area: Spare equipment, parts, steel, iron, cable, and miscellaneous
supplies are stored in a large, flat, gravel laydown area north of the powerhouse.
The equipment and supplies generally do not contain liquids.
Limestone/ Coal: Potential for a spill or leak from railroad activities.
Stormwater Outfall 6
Discharge Structure: 10" Cast Iron Pipe
Location: North of station at Catawba River
Drainage Area: 0.4 acres
Area Description
This small area is southeast of the limestone unloading area. There is a bermed
area, with trees that separates this drainage area, and the limestone unloading
area. None of the drainage area is paved or roofed'.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin-.
Stormwater Outfall 7
Discharge Structure: 18" CMP
Location: North of station, at Catawba River
Drainage Area: 1 -.5 acres
Area Description
This area collects stormwater from part of the grassy embankment of the FGD
site, but not from the FGD site itself. It also collects runoff from approximately
250 feet of road and 1500 feet of railway. This outfall previously drained part, of
the area now known as the limestone sump drainage area, but has been capped
off at that location.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin, but there is a
potential for a spill or leak from railroad. activities.
Stormwater `Outfall 8
Discharge Structure: 24" CMP
Location: North of Station at Catawba River
Drainage Area: 4.1 acres

Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 16 of 26
Area Description
This outfall conveys runoff from the hill north of the powerhouse. This outfall also
conveys runoff from a segment of "railroad tracks and from the laydown area
adjacent to the north warehouse. There are approximately 1,000 feet of paved
roadways and 2,400 of railroad tracks in this drainage basin.
Significant Materials/ Controls
Parking: There ,is a gravel parking area at the outage trailers. This lot is, used
occasionally during outages.
Laydown Area: Spare equipment, parts, steel, iron, cable, and miscellaneous
supplies are stored in a large flat, gravel laydown area adjacent to the north field
warehouse. The equipment and supplies generally,do not contain liquids.
Limestone/ Coal: Potential for a spill ,or leak from railroad activities.
Stormwater Outfall ,9
Discharge Structure: 3 feet (') Concrete Ditch
Location: North of Intake Structure at Catawba River
Drainage Area: 0.4 acres
Area Description
This outfall conveys drainage from a segment of railroad tracks in front of the
powerhouse and from the grassy embankment between the tracks and the intake
structure. About 920 feet of railroad tracks pass through this area. There are no
paved or roofed areas in this basin.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin, but there is a
potential for a spill or leak from railroad activities.
Stormwater Outfall 10
Discharge Structure: 24" CMP
Location: South of Intake Structure at Catawba River
Drainage Area: 0.9 acres
Area Description
This outfah conveys runoff from a segment of the railroad tracks in front of the
powerhouse and from the grassy embankment between the tracks and the intake
structure. About 1,280 feet of railroad tracks pass through this area. There is
less than 50 square feet of paved' or roofed areas in this basin. Drainage from
the CCW clam filter pit is discharged through "this outfall.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin, but there is a
potential for a spill or leak from railroad activities.

Allen Steam Station, Gaston County
NPDES Permit No. NC0004979
Page 17 of 26
Stormwater Outfall 11/ NPDES 004
Discharge Structure: 72" CMP
Location: East of Coal Pile at Catawba River
Control Structure: 65,300 gallon oil trap tank
Drainage Area: 15.3 acres
Area Description
This drainage area comprises most of the southern, end of the station yard, and
most of this area is developed. This outfall conveys roof drainage from a portion
of the powerhouse roof, the machine shop roof, the service building roof, the
warehouse roof, and some of the coal handling buildings. These roofed areas
cover about 1.3 acres. Two large paved parking lots cover 3 acres. Other
parking and paved' areas cover about 1 acre. About 3,100 feet of rail lines pass,
through this drainage area, but only half of them are used regularly,, Runoff from
a portion of the transformer yard area and from the entire 115 kV switchyard is
routed to a 65,300 gallon oil trap tank prior to being discharged to this outfall.
The switchyard is covered with gravel. Other portions of the, drainage area
include the powerhouse yard, grassy, and undeveloped areas. About 50 percent
of this drainage area is roofed or paved. NPDES discharges including
miscellaneous non - contact cooling water from plant equipment, vehicle wash
water, and intake screen backwash water are conveyed through this outfall.
Significant Materials/ Controls
Coal: Coal dust may be present around coal handling areas.
Parking: There are about 3.2 acres of paved parking areas within this drainage
basin.
Laydown Area: Spare equipment, parts; steel, iron, cable, and miscellaneous
supplies are stored in a ,flat, concrete laydown yard adjacent ,to the warehouse.
The equipment and supplies generally do not contain liquids.
Gasoline: There is a 500 - gallon aboveground, carbon steel gasoline tent tank
across from the warehouse. The tank is completely enclosed' within a steel tent
enclosure, and any leaks would be self contained. The enclosure can be drained
by opening a valve, and that valve remains closed at any other time. Any fluid
drained from, the tent is captured and' not released to Stormwater Outfall 11. The
tank is filled by a 1,500 gallon tanker truck. Clean up supplies are located
nearby.
Oil: Stormwater runoff from the 115 kV switchyard and from a portion of the
station's main transformer yard is routed to the south oil trap tank which has a
capacity of 65,300 gallons before. being discharged. Transformers 1A, 1T1,, CT1,
2T1, 2A, and 3T1 contain a total of 34,533 gallons of mineral oil. The largest
volume contained by a single transformer is 9 „715 gallons. The oil circuit
breakers in the 115 kV switchyard contain a total of 73,229 gallons of mineral oil.
Each circuit breaker has three tanks, and each tank contains either 933 or 1,070

AIIen,Steam Station, Gaston County
NPDES Permit No NC0004979
Page 18 of 26
gallons of mineral oil, depending on the model. Two transformers at the
switchgear house each contain 196 gallons of mineral oil.
Stormwater Outfall 12/ NPDES 003
Discharge Structure: 36" CMP
Location: Discharge Canal
Control Structure: 100,000 gallon oil trap tank
Drainage Area: 11.6,
Area Description
This drainage area includes portions of the powerhouse yard north and west of
the station and part of the hill to the north of the station. This drainage basin
includes a portion of the station main transformer yard and the 230 kV
switchyard. Within the powerhouse, yard, the drainage basin is flat and generally
covered with gravel or grass. Approximately 1,400 feet of rail lines have been
removed or are not, in service. Less than 5' percent of this drainage area is
roofed or paved. Runoff from the powerhouse yard immediately north and west
of the station is routed to a 1,00,000 gallon oil' trap tank prior to being discharged
to this outfall. Runoff from the ,transformer yard goes to the oil trap tank. Runoff
from the 230 kV switchyard is not routed to the north oil trap tank because the
switchgear in, the 230 kV switchyard is gas cooled and does not contain oil.
NPDES discharges of miscellaneous non - contact cooling water are routed
through the north oil ,trap tank and then discharged by this.outfall.
Significant Materials/ Controls
Ash: Above ground ash pipelines run through this area Carrying ash from the
plant to the ash basins. North of the powerhouse; the .ash sluice pipeline is
located in a trench; spills would be contained with the trench.
Oil: Stormwater runoff from a portion of the station's main transformer yard is
routed to the north oil trap tank which has a capacity of 100,000 gallons before
being discharged. Transformers 3T2, 3A, 4T1, 4A, 4T2, 5T1, 5T2, 5A, CT2, 6A,
and a spare transformer contain a total of 73,158 gallons of mineral oil. The
largest volume contained by a single transformer is 13,790 gallons. The largest
volume contained by a single transformer is 9,71 "5 gallons. The switchgear in the
230 kV switchyard does not contain oil.
Stormwater Outfall Group 13
Discharge Structure: Fourteen 10" CMPs
Location: Evey 200 feet along the retired railroad tracks
Drainage Area: 13.6 acres
Area Description
These outfalls are located every 200 feet along the railroad tracks in front of the
coal composition products (COP) landfill. These outfalls convey runoff from the
railroad tracks and from the CCP landfill embankment. About 7,500 feet of
railroad tracks pass through this drainage area. None of this drainage area is
paved or roofed.

Allen Steam Station, Gaston County
NPDES,Pennit No:,NC0004979
Page 19 of 26
Significant Materials/ Controls,
Limestone/ Coal: Potential for a spill or leak from railroad activities.
Stormwater Outfall 14
Discharge Structure: 21" CMP
Location: Catawba River between the coal pile and CCP landfill.
Drainage Area: 2.0 acres
Area Description
This outfall conveys surface, drainage from the area between the embankment at
the coal composition products (CCP) landfill and the coal pile. None of the
drainage area is paved or roofed.
Significant Materials/ Controls
Significant materials are not stored within this drainage basin.
Stormwater Outfall 15
Discharge Structure: 36" Reinforced Concrete Pipe
Location: Catawba River at retired ash basin
Drainage Area: 177.8 acres
Area Description
This is the discharge structure from the structural fills east of the landfill. None of
this, drainage area is paved or roofed at this time. This area includes a soil
borrow area that is approximately 9.1 acres. Stormwater runoff from the soil
borrow area is collected into a temporary sedimentation pond that contains a
sedimentation. basin ,skimmer. Stormwater Outfall 15 also includes the new coal
composition products (CCP) landfill. Contact water from the CCP landfill 'is not
located in this drainage area because it is pumped to the ash basin (see section
2.4 for more information). Only , noncontact water on the CCP Landfill' will fall into
this drainage area. Two sedimentation basin skimmers are located in the
drainage ditch; and the discharge tower for the outfall is surrounded by riprap
.and washed stones.
Significant Materials/ Controls
Ash: An old ash structural fill' and noncontact water from the new ash landfill ,are
located in this drainage area.
Stormwater Outfall 16
Discharge Structure:' 36" CMP
Location: Discharge Canal
Drainage Area: 37.2 acres
Area Description
This discharge area drains the approximately 1,678 feet of paved road coming
into the Allen site. Ash Boulevard will be paved in the future. This modification
will allow a paved route from the dry ash handling facility to the CCP landfill in
order for trucks to carry dry ash to the CCP 'landfill from the FGD site. Drains by

Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 20 of 26
the intersection of the main road and the road going to the dry ash handling site
are surrounded with washed stones and silt fences.
Significant Materials/ Controls
Ash: Above ground ash sluice lines pass through this drainage area. Trucks
carrying ash will pass through this drainage area.
Stormwater Outfall Group 17
Discharge Structure: Numerous, 12" CMP
Location: Every 170 feet along both sides of the discharge canal
Drainage Area: 50 acres
Area Description
This discharge area drains runoff from the access roads on, either side of the
discharge canal. None of this area is paved or roofed. Also there is a perennial
stream north of the FGD site that drains into the discharge canal through ,a 36"
pipe. A temporary stormwater basin currently receives runoff from most of the
permeable surface of the FGD site. When construction ends the temporary
stormwater basin will be removed, and most of the, permeable surface at the site
will once again drain to the stream.
Significant'Materials/ Controls
Significant materials are not stored within'this drainage basin.
3.4.1 Sump System
At Allen Steam Station, there are six main sumps that use pumps to discharge
into the ash basin. They are referred to as the following: landfill (leachate)
sump, FGD stormwater sump, powerhouse yard sump, yard drainage sump,
limestone drainage area sump, and the coal yard sump. The landfill sump is
located south of the coal pile in the CCP landfill. The FGD stormwater sump is
located north of the plant and west of the FGD absorber building. The
powerhouse yard sump is located east of the powerhouse, at the north end. The
powerhouse yard sump discharges to the yard drainage sump. The yard
drainage sump is located east of the coal pile and adjacent to the coal yard
sump.
FGD Stormwater Sump Drainage Area
Location: North of powerhouse
Drainage Area: 25.6 acres
Area Description
This drainage area 'includes the dry ash handling facility, gypsum, pile, WWTS
area (not ,process water), stack, absorbers, switchgear building, dewatering
building, reagent prep building, and the control room. Most of the FGD site
drainage area is routed to a permanent stormwater basin (that has ,a 30 foot
spillway) and pumped to the ash basin through the FGD stormwater sump. Most
of the dry ash handling area is surrounded with a concrete curb. Stormwater

Allen Steam,Stabon, Gaston County
NPDES "Permit No. NC0004979
Page "21 of 26
from this area is routed to the permanent stormwater detention basin. There is
an oil water separator (OWS) tank buried into the ground outside of the
dewatering 'building that receives runoff from two transformers (T1 and T2) in the
FGD area. The OWS separates the oil from the water before it is enters the
permanent stormwater basin
Significant Materials/ Controls
Gypsum: Gypsum is stockpiled here. A contractor hauls off the gypsum and
uses it to make wallboard. A paved area outlines the gypsum pile, and, a
concrete stormwater trench is located on the farthest edge of the gypsum area
and drains to the permanent stormwater basin, and then to the FGD sump.
Ash: Ash is transported via pressureized lines to a collection silo. The ash is
then gravity fed into trucks which transport the material in the CCP landfill. The
floor drains and stormwater runoff are pumped to the permanent stormwater
basin.
Oil: 'Runoff from two new auxiliary transformers contains 2,908 gallons of
mineral, oil a piece. Stormwater runoff is routed to an oil trap tank before entering
into the permanent stormwater basin. Runoff from two other new transformers
(T1 from the 230 W and T2 from the 115 W) is routed to the permanent
stormwater basin. Transformers T1 and T2 contain, 5,850 and 8,670 gallons of
mineral oil, respectfully. All transformers, are surrounded by gravel in a concrete
containment area and the valves to drain the containment area remain closed
most of the time. Also, there are diesel tanks located in the diesel fire pump
enclosure.
Chemicals: Organic acid is unloaded and stored in this drainage area. There is a
21,500 gallon tank of organic acid located in a secondary containment area
inside the reagent prep building. There are various tanks of varying
concentration of limestone slurry. 2,255 pounds (approximately 260 gallons) of
dibasic acid will be located inside the reagent prep building in a secondary
containment area.
Limestone Sump Drainage,Area
Location: Northeast of powerhouse
Drainage Area: 6.0,acres
Area Description
This area is an extremely flat area where limestone is unloaded, piled, and
conveyed to the FGD site. Approximately 10,000 square feet is roofed. 1,00 feet
of railroad tracks pass through this drainage area. A new bermed area with trees
outlines the northeastern edge of the area. A 350 foot permanent stormwater
collection trench (with a 10 foot spillway) is located at the eastern edge of the
area and conveys most of the stormwater runoff from the site into' the ash basin:
Significant Materials[ Controls

Allen Steam Station, Gaston County
NPDES Permit No. NC0004979
Page 22 of 26
Limestone: Limestone is stockpiled here. A limestone unloading building and
limestone convey belts and hoppers operate in this area.
Powerhouse Yard Sump Drainage Area
Location: East of the powerhouse, at the north ,end
Drainage Area: 3.6 acres
Area Description
Industrial wastewater from unit five flows into the powerhouse yard' sump.
Stormwater runoff from a portion of the powerhouse roof, the plant yard, the fuel,
oil unloading area, and the bulk fuel oil tank area drains to the powerhouse yard
sump. The portion of the powerhouse roof that drains to the powerhouse sump
is about 2.2 acres. About 85 percent of this drainage basin is paved or roofed.
Overflow from the powerhouse yard sump would spill to the ground and then flow
overland and could eventually reach the Catawba River. Overflow from the
powerhouse yard sump is permitted, as NPDES Outfall 2(b). Overflow from the
powerhouse yard sump is not a normal occurrence.
Significant Materials/ Controls
Oil: The fuel oil bulk storage tank is an aboveground, galvanized steel cylinder
surrounded by a concrete containment ,sufficient in height to contain a total spill
plus rainfall. The total tank capacity is 100,000 gallons. There is a catch basin
inside the berm. This outlet has a valve which is normally, closed. The
stormwater is inspected for the presence ,of oil, and if `it is clean, it can be drained
if there is significant standing water. In the fuel, oil unloading area, fuel is
transferred from an 8,000 gallon tanker truck to the bulk storage tank via
pipelines. DOT unloading procedures are followed. The fuel oil unloading area
is paved and surrounded by a one foot concrete curb and ramps to contain any
spill's. 'There is a small sump to drain rainfall; ,the ,sump has a valve which is
normally closed. Spill clean -up supplies are located nearby. Piping from the
unloading area to the bulk fuel oil tank is aboveground or enclosed in a concrete
trench. The 48 transformers for the Units 1 -5 precipitators contain a total of
7,560 gallons of mineral oil. About 60% of the precipitator transformers are
located within this drainage area. The maximum oil content of any single
component is 205 gallons.
Wastewater: Plant wastewater from equipment discharges, floor drains, sumps,
etc. is routed to the powerhouse yard sump. This wastewater may include oil,
chemical, and hazardous waste spills.
Yard Sump Drainage Area
Location: East of the coal pile
Drainage Area: 5.2 acres
Area Description
The powerhouse yard sump discharges 'to the yard drainage sump. The yard
drainage sump discharges to the ash basin. In addition to the discharge from the
powerhouse yard sump, the yard drainage sump receives industrial wastewater

Allen Steam Station, Gaston County
NPDES'Permit No NC0004979�
'Page 23 of 26
from some of the powerhouse sumps: Industrial wastewater includes effluent
from the turbine room sumps and boiler room sumps. Stormwater runoff from a
portion of the plant yard and parts of coal handling drains to the yard drainage
sump. The total roofed area in this basin is about 1.5 acres including the
warehouse roof, the maintenance garage roof, and a portion of the powerhouse
roof. About half of this drainage basin is paved or roofed. Approximately 1,300
feet of railroad tracks pass through this drainage, area. Overflow from the yard
drainage sump would discharge to the coal yard sump. Overflow from the sump
is not a normal' occurrence.
Significant Materials/ Controls (See description for powerhouse yard sump for
additional' information)
Kerosene: There is a 200 - gallon aboveground, carbon steel kerosene tank
above the ash sluice trench.
Oil: Used oil is stored in a 4,500 gallon steel tank. The tank is surrounded by a
steel containment dike about five feet tall, and the piping is surrounded by a 6-
inch concrete curb. Rainfall that accumulates inside the dike can, be drained by
opening a valve that drains to the ash trench which leads to the yard drainage
sump. When the-used oil tank is full, the product is removed from site by tanker
truck. Small quantities of used oil are initially poured into 55- gallons drums. The
drums are stored in the used oil staging area under cover, adjacent to the
warehouse, for temporary storage. When the drums are full, they are 'emptied
into the used oil tank. Empty oil drums are stored outside, adjacent to the boat
shed. Approximately 250 gallons of oil are stored inside the maintenance garage
where floor drains flow to the yard drainage sump. The 48 transformers for the
Units 1 -5 precipitators contain a total of 7,560 gallons of mineral oil. About 40%
of the precipitator transformers are located within this drainage area. The
maximum oil content of any single component is 205 gallons. Two transformers
associated with the wastewater and coal yard sumps each contain 270 gallons of
mineral oil. Fuel oil dispensers for the locomotives and bulldozers are located
adjacent to the maintenance garage.
Wastewater: Plant wastewater from equipment discharges, floor drains, sumps,
etc. is routed to the yard drainage sump. This wastewater may 'include oil,
chemical, and hazardous waste spills.
Coal: Coal dust is present along the railroad tracks and coal handling areas.
Ash: Ash pipelines run through this drainage area.
Chemicals: There is a 5,000 gallon tank of sulfuric acid located adjacent to the
warehouse. The tank is surrounded by a concrete dike with an outlet to the ash
line trench which leads to the yard drainage sump. Drums of various chemicals
are stored inside a covered, locked shed adjacent to the warehouse.
Hazardous Waste / Satellite Accumulation Areas: There is a satellite
accumulation area, for waste paint, chemicals, solvents, cleaners, etc. adjacent to

Allen Stearn Station, Gaston County
NPDES Permit No NC0004979
Page 24 of 26
the paint warehouse. Hazardous wastes are stored in a covered area adjacent
to the maintenance garage.
L-aydown Area: There is a large laydown area adjacent to the warehouse. The
area is paved and fenced. Spare equipment ,and parts are stored in the laydown
area.
Coal Yard Sump Drainage Area
Location: East of the coal pile
Drainage Area: 24.1 acres
Area Description
The coal yard sump receives, stormwater runoff from the coal pile and from parts
of coal handling area. Less than one percent of this drainage basin is paved or
roofed. Approximately 800 feet of railroad tracks, pass through this drainage
area. Overflow from the coal yard sump would be conveyed to the Catawba
River. Overflow from the coal yard sump is, permitted as NPDES Outfall 002a.
Overflow from the sump is not a normal occurrence.
Significant Materials/ Controls
Oil: Two transformers associated with the wastewater and coal yard sumps
each contain 270 gallons of mineral oil. A fuel oil dispenser for the bulldozers is
located in the northwest corner of the smaller coal pile.
Coal: Runoff from the, coal pile and some coal handling areas is routed to the
coal yard sump.
Wastewater: Effluent from the septic system goes to coal yard sump.
CCP Landfill Sump 'Drainage Area
Location: South of the coal _pile
Drainage Area: 64:0 acres
Area Description
The coal combustion products (CCP) landfill is double lined with a leak detection
system and leachate collection system. The contact water from the leachate
collection system will be pumped from the CCP landfill into the ash basin. There
is a 30 foot dike around the landfill. A stormwater drainage trench runs along the
south side of the landfill currently and is part of outfall 15. In the future, there will
be drainage ditches east and west of the landfill that will collect stormwater runoff
and pipe it to the ash basin.
Significant'Matetials/ Controls
Ash: Leachate from the CCP Landfill

Allen Steam Station, Gaston County
NPDES Permit No NC0004979
Page 25 of'26
3.5 Similarity of Storm Water Outfalls at Allen Steam Station
Monitoring all of the storm water outfalls ,at Allen Steam Station should not be
necessay since many of the outfalls convey storm water from areas of
substantially identical activities and materials. Storm water outfalls 8 and 15 are
representative for the entire site.
4.0 Hazardous and Toxic Substances
4.1 Hazardous and Toxic Substances Table 2c- 3
At Plant Allen, the potential for toxic and hazardous substances being discharged
is very low. In reference to Item V -D of Form 2 -C, the substances identified
under Table 2c -3 that may be in the discharge are as follows: Acetaldehyde,
Asbestos, Butyl Acetate, Cyclohexane, Diuron, Epichlorohydrin, Formaldehyde,
Monoethyl Amine, .Propylene Oxide, Pyrethrins, Vinyl Acetate, and Xylene.
Other - During the course ,of the year products such as commercial cleaners and
laboratory reagents may be purchased which contain very low levels of a
substance found iin Table, 2c -3. It is not anticipated that these products will
impact the ash basin's capacity to comply with its toxicity limits, since their
concentrations are extremely low.
4.2 40 CFR 117 and CERCLA Hazardous Substances
The following table identifies hazardous substances located on -site that.may be
released to the ash basin during a spill in quantities equal to or greater than the
reportable quantity,(RQ) levels as referenced in 40 CFR 117, 302 and 355. This
list is being provided 'in order to qualify for the spill reportability exemption
provided under 40 CFR 117 and the Comprehensive Environmental Response
Compensation and Liability Act ( CERCLA). These values below represent the
maximum quantities on -site that could be released at one time and sent to the
ash basin. They do not reflect quantities that are; discharged through typical use.
Allen Steam Station Hazardous Substances in Excess of RQ
Table 4.2
SUBSTANCE
QUANTITY
SOURCE
Benzene
83 Ibs
Gasoline Tank
Eth (benzene
2,737 lbs
Diesel Fuel Tanks
Hydrazine
499lbs
Warehouse
Naphthalene _
41,700 lbs
Fuel Oil Tanks
Sodium Hydroxide
1;,181 lbs
Ash basin/Warehouse /#3 Fan Room
Sodium Nitrite
800 lbs
Warehouse /Powerhouse
Sulfuric acid
44,277 lbs
Powerhouse
X lene Mixed Isomers
419 lbs
Gas Tank

AIIen SteamrStation, Gaston County,
NPDES Permit No NC0004979
Page 26,of 26
5.0 Allen Steam Station 316 Determination
5.1 Allen Steam, Station, 31,6(a) determination
Duke Energy's 316(a) demonstration (March 1976) concluded that the "heated
discharge from Plant.Allen is such that the protection and propagation of a
balanced indigenous aquatic community in and on Lake Wylie is assured."
Duke's operation experience during the past'five years under the thermal
limitations imposed in NPDES Permit No. NC0004979 substantiates the above
conclusion and further supports Duke's belief that-the operating characteristics of
the station have a minimal effect of the aquatic environment of Lake Wylie.
Surveys of the aquatic community in Lake, Wylie demonstrate that a Balanced
Indigenous Population exists in Lake Wylie. Accordingly, Duke requests a
316(a) variance and further'requests that-the thermal limitations imposed in the
permit be continued.
5.2 Allen Steam Station 316(b) Determination
In conjunction with the rulemaking process for the new Phase II 316(b) rule
pertaining to fish impingement and entrainment, historical data and permitting
records were reviewed. Initial 316(a) and 316(b) studies associated with
enactment of the Clean Water Act concluded that the location, construction
capacity, and design of 'the cooling water intake of Allen and other Duke Power
steam stations were not detrimental to 'the aquatic ecosystem and minimize
adverse environmental impacts. Both North Carolina and' EPA regulators
concurred in 1976 that 316(b) fish impingement and entrainment studies were no
longer needed at that time. Although the new, Phase 11 316(b) rule for existing
facilities is currently being litigated, plans for information collection (PICs) are
being developed to conduct 'a Comprehensive Demonstration Study (CDS,) to
determine required measures to be implemented per approval of NCDENR

f
Vinzani, Gil
From- Vinzani, Gil
Sent. Moriday, April 26, 2010 8 12 AM
To: 'Stowe, Allen'
Subject: RE 'Allen'Steam Station NPDES Perm it.(NC0004979)
Thanks, Allen I will add this to the file
Gil
Gil Vinzani, P— E.
NP ®ES Program
919 -807 -6395
E -mail correspondence to and from this address may be subject to the NC Public Records Act
From: Stowe, Allen [mailto:Allen.Stowe @duke - energy.com]
Sent: Monday, April 26, 2010 7:20 AM
To: Vinzani, Gil'
Subject: Allen Steam Station'NPDES Permit (NC0004979)
Gil,
I wanted to provide you with this supplemental information regarding'the dike seepage at Allen Steam Station This
information was supposed to be included with the Allen NPDES renewal application Please contact me if there are any
questions or comments Thanks
Ash Basin Toe Drains — In order to ensure the integrity of the dike structure of the ash ba "sin, the dikes are
designed with a system that allows for water to be drained from the dike This drainage system prevents the
dikes from becoming overly saturated with water This, water seeps out of the dikes via toe drains This seepage
flow rate'is nominal 'This water discharges to the ground, is dispersed by rip -"rap and other'means, and ultimately
migrates to the Catawba River
Allen Stowe
EHS Water Management
Duke Energy'Carolinas
Allen Stowe(@duke- enerev com
704 - 382 -4309 (Office)
704 - 516 -5548 (Cell)

Please print or type In the unshaded areas only
Form Approved OMB No 2040 -0086
FORM
U S ENVIRONMENTAL PROTECTION AGENCY
I EPA I'D NUMBER
1
�+ a GENERAL INFORMATION
\�� ��^
a
F
Consolidated Permits Program
NC 0 0 04 9 7 9 p
GENERAL
(Read the " Gene rallnstructions "before starting)
1
z 13 ,. 1 is
; GENERAL INSTRUCTIONS
9« °
LABEL ITEMS K, t label
I.r ;. „EE;;:, >" If a preprinted has been provided, affix It In the
'::';5ii".':
"; �'�i�*aa';;;.y '� ° "„ designated space Review the information carefully,, an of k
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9, canpletelltems 1, III, V. and VI (except Vr-B which Sr�C;3..- ' NO nom ^ must be completed,regsrdless) Complete all items,tf no label
has been provided Refer to the instructions for detailed item
•;� 1"S � a e' , descriptions and for the legal, authorizations'under which thi's
:tie .0 .��;�'•� �., � �.v.� ,r*; ,�d�,, `Ls
--E AC LITY LOCATION l %' a F :z �i rNN
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vRE+.v �.. '`FEasxc:'*,.?xatts^° Est, a:'�`•,�:�r_«.sa ^5?saC..ar�.z.
::t
II POLLUTANT CHARACTERISTICS
INSTRUCTIONS Complete A through J to determine whether you need to submit any permit application forms,to the EPA If you answer yes" to any questions, you must
submit this form and the supplemental form listed In the parenthesis following the question Mark 'X* In the box In the third column If the,supplemental form Is attached If
you answer 'no* to each question, you need not submit any ofthese forms You may answer "no" d,your activity is excluded from permit requirements, see Sechon'C of the
Instructions See also, Sechoml) of.the Instructions for definitions Dfbold -faced terms
`
Mark
'X
Mark 'X'
YES
_ _
NO
FORM
ATTACHED
YES
NO FORM
ATTACHED
SPECIFIC QUESTIONS
SPECIFIC QUESTIONS
A Is this facility a publicly owned treatment works which
results In a discharge,to waters of the U.S.? (FORM 2A)
X
B Does or will this facility (either wasting or proposed)
Include a concentrated animal feeding operation or
X
aquatic animal production facility which results In a
,s
n
is
is
m z,
discharge to waters of the U.S.? (FORM'2B)
IC Is this•a facility which currently results do,'discharges to
waters of the U.S. other than those�descnbed In A,or B
�/
X
�/
x
D , Is this ,a proposed facility (other than those described m A
Or above) whlch'wlll resultdin a discharge to waters-of
"
n
above? (FORM'2C)
23
24
the U.S.? (FORM,2D)
1
25
-m_ r
E Does or will this facility treat; store, or dispose of
F Do you or will you Inject at this facility Industrial or
hazardous wastes? (FORM 3)
X
municipal effluent below the lowermost stratum
X
containing, within one quarter mile of the well bore,
underground sources of dnniong water? (FORM 4)
31
32 33
m
30
G Do you or will you, inject at this facility any produced water
H , Do you or will you Inject at ,this facility fluids for special
or other fluids which 'are brought to the surface In
X
processes suchlas mxning,of sulfur'by the Frasch process,
fossil
connection with convenbonal,oil or natural gas production,
solution mining of minerals, in Isitu combustion, of
X
Inject fluids used for enhanced recovery of oil or natural
fuel, or recovery of geothermal energy? (FORM 4)
gas, or Inject fluids for storage of liquid hydrocarbons?
(FORM 4)
>r
s
36
37
38 39
1 Is this facility a proposed,stationary source which Is one
J Is this facility a proposed stationary source which Is
of the 28 Industrial categories listed In the Instructions and
�/
x
NOT one of the 28 Industrial categories listed In the
x
which will potentially emit 100 tons per year of any air
pollutant regulated under the Clean Air Act and may affect
Instructions and which will potentially emrt;250 tons per
year of any air pollutant regulated under the Clean Air Ad
40
41
42
10
« u
or be located Inlan attainment area ?, (FORM 5)
and may affect or lie ' located In an attainment' area?
(FORMS)
III NAME OF FACILITY '
c
1 SKI,' I A 'len Steam Station
b sa
IV FACILITY CONTACT,
A NAME & TITLE (last, first, &,stile) B PHONE (ale& code & no)
�.v
c
2
S owe, 1 en Env. Pc. 'I I ( 0) 3 2 -4 0
is
to B 4s a sa 61 52- as
V FACILTY MAILING ADDRESS
A STREET OR P O'BOX)
J 3 P.O. Ox 1006, ail Jo 4e E 13K
,s ,s 45
B CITY OR TOWN C STATE_
D ZIP CODE
'
c
Charlotte C
2 2 1'
1s
is 40 41 42
47 51
VI FACILITY LOCATION
A STREET, ROUTE NO OR OTHERSPECIFIC IDENTIFIER'
5 2 3 P ant A len Road'
15 10 45
B COUNTY NAME'
'
Gaston
+ a
u 70
C CITY OR TOWN
D ,STATE
E ZIP CODE
F COUNTY CODE'(ufknown)
6
B l o t
C
2 012
;
,g
,s so
., n
47 s1
R as
EPA Form 3510 -1 (8-90) CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
VII SIC CODES 4-d tt, to order of non
A FIRST —
B SECOND
ry(�p�e
(specify)
7
1
4911
18 t9
elec�)ic Services
7
/ t8 1
—_
C THIRD
D FOURTH -
-1
y)
(specify)
1�7
1 6 m
1 1n 19
t�nou •rtnu
A NAME _ B Is the nine listed in Item
c VIII -A also the owner?
e Duke Energy Carolinas, LLC (Attention: Allen Stowe) ®YES ❑ NO
C STATUS OF OPERATOR (Enter the appropriate letter Into the answer, box !f "Other," specify) D PHONE (area code & no)
,Fl= ',FEDERAL (s city)
M,= PUBLIC (otherthanfederol or state) electric Utility S= STATE 'O= ,OTHER'(spec�fy) P Y Ai (704) 382 -4309
P = PRIVATE
66 16 is 16t 1 19 21 F22 26
E STREET OR P'O BOX�s'�
P.O. ox 100 Ma'i Code C 3
F CITY OR TOWN G STATE H ZIP CODE IX INDIAN LAND
JW !C harlotte Is the facility located on Indian lands?
L Ij NC 28201 O YES ®;NO
s 16 47 - 1
X EXISTING ENVIRONMENTAL PERMITS
A NPDES 2schar s to Sur ace Water D PSD (Air Fr7rustons Pro ed Sources t 4"
C T 1 e r 1 d
9 ,N NC0004979 g P�
to 1e 17 1e 30 X16 19 I t7 I 19
B UIC, Under and /nentono 2mds E OTHER s c1
c T c T i
9 U 9 0 7 7 33/ C 010000 (Zs cr�� it /General Stor ater
1s 1e n 18 3o ns, is v 1e 30
C RCRA Haxardous,Wastes E OTHER` s c1
0 T 1 0 T I"
9 'R NCD043678937 g WQ0000452/36 -12 distribution of Residual Solids
Permit /Industrial Land£ill_Permit
16 18 17 10 30 '15 161 mile 30
XI MAP
Attach to this appllcatioma topographic map of1he area extending to,at least one mile beyond property boundaries Thwmap must show,the,ougtne of the+faaldy, the
location of +each of its existing andiproposed intake and,, dscharge�structures „each of Its hazardous waste treatment,�storage „or disposal facilities „ and, each well where'd
injects fluids underground Include all springs, rivers, and other surface water bodies'm the map area -See instructions for prease,repuirements
XII NATURE OF BUSINESS,(prowde a bnef descrrphon
Coal fired electric generation
XIII ,CERTIFICATION (see instructions)
I certify under penalty of law that I have personally examined and am familiar with the tnformahon subautted to this application and all attachments and that based on my
,inquiry of those persons Immediately responsible for obtaining thevnformstron contained tn, the application, Ihbeheve that the mformabonds true, accurate, and complete I
am,a "ware that there are significant penalties for submitting false information, including the possibility of fine and tmpasonment
A NAME & OFFICIAL TITLE (type or print) B SIGNATU E I C DATE SIGNED
Steve Immel - General Manager II,
Regulated Fossil Stations 11/30/2009
COMMENTS FOR OFFICIAL 'USE ONLY
jCC
EPA Form 3510- 1(B -90)

EPA I D NUMBER (copyfrom Item I oJForm 1) Form Approved
Please Door or tvce N00004979 OMB No 2040 - 086
in the unshaded areas only Approval expires 0 3 -31 -98
FORM
12C
NPDES
US ENVIRONMENTAL PROTECTION AGENCY
,FOR
ti &EPA EXISTIN&MANUFACTURING, OMMERCIAL MINING AND SILVICULTURE OPERATIONS
Consolidated Permits Program
I OUTFALL LOCATION
For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the name of the receiving water
A OUTFALL NUMBER
01st)
B LATITUDE
C LONGITUDE
D RECEIVING WATER (name)
t DEG
2 MIN
3 SEC
1 DEG
2 MIN
3_ SEC
001
35,
11
'22
81
00
441
South Fork River
002
35
10
30
81
00
20
Catawba River
002A /002B
35/35
11/11
13/25'
81 /81
00 /00
21/28
Catawba River (Intermittent)
003
35
11
23
81
00
45
South Fork River
004/005 35/35 11/09 13/60 81/81 00 /01+ 21/22 Catawba River /Internal Outfall
II FLOWS, SOURCES OF, POLLUTION, AND,,TREATMENT TECHNOLOGIES
A Attach' a line drawing showing the water flow through the facility Indicate sources of Intake water, operations contributing wastewater to the effluent, and treatment units
labeled to correspond to the more detailed descriptions In Item B Construct'a water,balance on the line dr wmg by'showing average flows between intakes, operations,
treatment units, and outfalls if a water balance cannot be determined (e g, for certain mining activities), provide a pictorial description of,the nature and amount of any
sources of water and any collection or treatment measures
B For,eaeh outfall, provide a description of (1) All operations ooidnbuting wastewater to the - effluent, Including psrocass wastewater,.sanddry wastewater, cooling water,
and storm water runoff, (2) The average flow contributed by each operation, and (3) The treatment received by the wastewater Continue on additional sheets it
necessary
1 OUT-
2 OPERATION(S) CONTRI- BUTINGFLOW
3 TREATMENT
FALL
NO (1ts1)
a OPERATION (list)
b AVERAGE FLOW
(include units)
a DESCRIPTION
b LIST CODES FROM
TABLE_ 2_C_ -1'
001
Condenser Cooling Water
_
649 4 MGD
Screen discharge to surface water
1T
(once-through non - contact)
9A
includes intake screen backwash
002
Ash basin discharge
16 6�MGD
chemical coagulation, settling, neutralization,
2D
2K
ion exchange, surface water discharge
lU
21
4A
002A
Emergency Overflow of yard drain
Intermittent
surface water discharge
aA
002B
sump #1 (002A) and sunp #2 (002B)
See supplemental information
003
Miscellaneous once through
q 5'MGD
surface water discharge
aA
non- contact cooling water
004
Miscellaneous once through
6 5 MGD
surface water discharge
4A
non - contact cooling water
surface water discharge
4A
005
Flue Gas Desulfurization
0 5 MGD
Internal outfall, discharges to ash basin
1R
2L
wastewater Treatment System
2C
3C
2D
5C
2K
OFFICIAL USE, ONLY, (effluent guidelines sub - categories)
EPA Form 3510 -2C (8-90)
nira
PAGE 1 of 4
CONTINUE ON REVERSE

C Except for storm runoff, leaks, or spills, are anyof the discharges described In Items II -A or B Intermittent or seasonal?
© YES (complete the following table) ❑ NO (go to Section Iln
3 FREQUENCY
_ _ 4 FLOW
,a DAYS PER
B TOTAL VOLUME
2 OPERATION(s)
WEEK
b MONTHS
a'FLOW RATE (in mgd)
(spec (& with units)
1 LONGTERM
2 MAXIMUM
1 LONGTERM
2 MAXIMUM
1 OUTFALL
CONTRIBUTING FLOW
(specify
PER YEAR
C DURATION
(in days)
NUMBER (list)
(list)
. -rage)
(specify average),
AVERAGE
DAILY
AVERAGE'
DAILY
002A, i,Emergency
overflow of yard drain,sump
See
See
See
'Supple-
See
41 (see supplmental information)
Supple-
„Supple-
Supple-
mental
mental
mental
mental
Informat-
Informat-
'Informat-
Informat
ion
ion
ion
-ion
002E
Emergency overflow of yard drain sump
See
See
See
See
q2 (see supplmental information)
Supple-
Supple-
Supple-
Supple-
mental
mental
mental
mental
Informat-
Informat-
Informat-
Informat
ion
ion
ion
-ion
III PRODUCTION
A Does an effluent guideline limitation promulgated by EPA under Section, 304 of the Clean Water Act apply to your facility?
®'YES,(complete hem 111 -B) ❑ NO (go to Section 10
B Are the limitations In the, applicable effluent,guldellno expressed In terms, of production (or other measure of operation)?
❑ YES (complete Item 111 -0 _ m NO (go to Section Ili
C .If�ybwbnswered "yes" todtem III- B,dllst the quantity'Whlcharepresdnts an actual measurement of yourd level of production, expressed In the terms and units used;m the
applicable effluent guideline, and Indlcate,the affected outfalls
1 AVERAGE'DAILY'PRODUCTION
2 AFFECTED OUTFALLS
(lisfoulfall numbers)
a OPERATION, PRODUCT, MATERIAL, ETC
a QUANTITY'PER DAY
b UNITS OF MEASURE
(specify)
NA
NA
NA
NA
IV IMPROVEMENTS
A Are you now required by any Federal, State or local authority to meet any Implementation schedule for the construction, upgrading or operations oVwastewater
treatment equipment or practices or any other environmental programs which may affect the discharges described imthis application ?.This Includes, but is not Ilmlted'to,
conditions, administrative or enforcement orders, enforcement compliance schedule letters, stipulations, court orders, and grant or loan conditions
permit
❑ YES (complete the following table) NO (go to Item IV -B)
1 .IDENTIFICATION OF CONDITION,
2 AFFECTED OUTFALLS
3 BRIEF DESCRIPTION'OF PROJECT
4 FINAL COMPLIANCE DATE
AGREEMENT, ETC
e NO
b SOURCE'OF DISCHARGE
a REQUIRED
b PROJECTED
B OPTIONAL You may attach additional sheets describing any additional water pollution control programs (or other'envvironmental projects which may affect your
discharges) you now have underway or which,you plan Indicate whether each program Is now underway +or planned, and Indicate your actual or planned schedules for
construction
❑ MARK "X" IF DESCRIPTION OF ADDITIONAL CONTROL PROGRAMS IS ATTACHED
EPA Form 3510 -2C ( 8-90) PAGE 2 of 4 CONTINUE ON PAGE 3

EPA I D NUMBER (copyjrom Item 1 ofform 1)
CONTINUED FROM PAGE 2 NC0004`987
V INTAKE AND'EFFLUENT CHARACTERISTICS
A, B, & C See instructions before prdcee ing — Complete dne seGof tables for each outfall —,Annotate the outfall number in the space provided
`through
NOTE Tables V -A, V -B, and V -C are included oniseparate sheets numbered V -1 V -9
D Use,the space below to list any,of the pollutants listed in Table 2o-3 of the instructions „which,you know or have reason to,believe Is discharged`or may be discharged
from any outfall For every pollutant you list, briefly describe the reasons you bellevedt to be'present and report any analytical data,ln your possession
1 POLLUTANT
2 SOURCE
1 POLLUTANT
2 SOURCE
See Supplemental Information,
Table 5 1 (attached) for
complete list
VI POTENTIAL DISCHARGES NOT COVERED BY ANALYSIS
Is any pollutant listed Inlltem,V -C a substance or a component of,a substance which you currently use or manufacture as an intermediate or final product or byproduct?
❑ YES (Grt aB such pollutants below) NO (go w Item!VI -B)
EPA Form 3510 -2C (8-90) PAGE 3 of 4 CONTINUE ON REVERSE

CONTINUED FROM THE FRONT
EPA Form 3510 -2C (8 -90) PAGE 4 of 4
VII BIOLOGICAL TOXICITY TESTING -DATA
Do you have any knowledge orreason to tielieve that any biological test for'acute or chronic toxicity hasIbeen made on any of your discharges or on a recewing,water in
relation to your discharge within the last 3 years?
© YES (identify the test(s) and describe their purposes below) Eli NO (go to Section VIII)
Quarterly analysis of Ceriodaphnl.a Dubia chronic testing per current permit requirements on Outfall 002
VIII CONTRACT ANALYSIS INFORMATION
Were any of the analyses reported,m Item V performed bpa contract laboratory or consulting firm?
® YES (list the.name, address, and telephone number of and pollutants analyzed by, Q NO (go'to Section IA)
each such laboratory orfirm below)
A NAME
B ADDRESS
C TELEPHONE
D POLLUTANTS ANALYZED
(area code & no)
(list)
Shealy Environmental
106 vantage Point Drive
803- 791 -9700
All parameters except
Services,Inc
West Columbia, SC 29172
dioxin and radiological
�SGS Environmental Services, Inc,
5500 Business Dr
,910- 350 -1903
Dioxin
Wilmington, NC 28405
GEL Laboratories LLC
2040 Savage Road
843 -556 -8171
Radiological
Charleston, SC 29417
IX CERTIFICATION MM
1 certify under penalty, of law that this document and all, attachments were prepared under my direction or supervisiomin accordance with'a'system designed to assure that
qualified personnel property gather and evaluate the information submitted Based on my, inquiry of'the person or persons who manage the system or those. persons
directly responsible for gathering the information, the, information submitted is, to the best of my knowledge and belief, true, accurate, and co_ mplete I am aware that there
are significant penalties for submitting false information„ includmg,the possibility of fine and imprisonment for knowing violations
A ,NAME & OFFICIAL TITLE (type or print)
B, PHONE NO (area code & no)
Steve Immel, General Manager II, Regulated'Fossil Stations
(704) 829 -2400
C SIGNATURE
DIDATE SIGNED
11/30/2009
EPA Form 3510 -2C (8 -90) PAGE 4 of 4

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Please print or type in the unshaded areas
EPA ID Number (copy from item l of Form 1)
NCO604979
Form Approved. OMB'No 2040-0086
Approval expires 5 -31 -92
Form,,
2F
NPDES�+,r
- United States Environmental Protection Agency
_.� . - T ... x • ; ; Washington, DC 20460
` '``''' Application for Permit to Discharge Storm Water
r4 a
��'�. .��e :� �,..i Discharges Associated with Industrial Activity
Paperwork Reduction Act Notice
Public repatrg burden for this appficabon is estimated to average 2116 hours per application, including time for reviewing irstrucliors, seamhmg existing data
sources, gathering and maintaining the data needed „and eompletiM and revieWrg the election of information. Send comments mgadM the burden estimate,
any other aspect of this eollection,of irrbmation or, suggesbo s for ImpiuwVdhs form, lndudirg suggestions winch may increase or reduoa,this burden to: Chef,
InIbimalion Policy Brand), PM• 223, U.S. Environmental Pmtedon Agency, 401 M St, SW, Washingbi% DC 20460, or Direct, Office of Irdormation and Regulatory
Affairs, Office of and Budget W DC 20503.
I. Dutfall Location
For each outfall, list the latitude and longitude of its location to the nearest 15 seconds and the,name of the receiving water.
A. Outfall Number
list
B. Latitude
C. Longitude
D. Receiving Water
name
SW 008
35
11
25
81
00
28
Catawba River
SW 015
35
10
55
81
00
22
Catawba River
Note: For monitoring purposes, the above outfalls representative of the remaining 15 outfalls.
Il. Improvements
A Are you now required by any Federal, State, or local authority to meet any implementation schedule for the construction, upgrading or
operation of wastewater treatment equipment or practices orany other environmental programs which may affect the discharges described
in this application? This includes, but {is not limited to, permit conditions, administrative or enforcement orders, enforcement compliance
schedule letters, sti ulations, court orders, and-grant or loan conditions
1. Identification of Conditions,
Agreements, Etc
2 Affected Outfalls
3 Brief Description of Project
4. Final
Com liance Date
number
sburce,of discharge
a. req
b proi
B You may attach additional sheets describing any additional water pollution (or other environmental projects which may affect your discharges)
you now have under way or which you plan Indicate whether each program is now under, way or planned, and indicate'your actual or planned
schedules for construction
III. Site Drainage Ma
Attach a site map showing topography (ok indicating the outline of drainage areas served by the outfall(s) covered in the application if a
topographic map Is unavailable) depicting the facility including each of'fts intake and discharge structures, the drainage area of each storm
`water outfall, paved areas and buildings within the drainage area of each storm water outfall, each known past or present areas used for
outdoor storage or disposal of significant materials, each existing structure control measure to reduce pollutants in storm water runoff,
materials loading and access areas, areas where pesticides, herbicides, soil conditioners and fertilizers are applied, each of its hazardous
waste treatment, storage or disposal units, (including each are not required,to have,a RCRA.permit whichis used for accumulating hazardous
waste under 40 CFR 26234); each well4here fluids,from the facility are injected underground; springs, and other surface waterbodies which
receive storm water discharges from the facility.
EPA Form 3510 -2F (Rev. 1 -92) Page 1 of 3 Continued onTage 2

Continued from thelFront
IV. Narrative Description of Pollutant Sources
A For each ouffall, provide an estimate of the area (include units) of impervious surfaces (including paved areas and building,roofs) drained
to the outfall,,and an,estimate of the total surface area drained by the outfail _
Ouffall
Area of lrhpervious Surface
Total Area Drained
Ou tfail
Area of Impervious Surface
Total Area Drained
Number
(provide units
(provide units
Number
(provide units
(provide units
SW001
'See attached
supplemental
SWO17
information.
B Provide a narrative description, of significant materials that,are currently or in the past three years have been treated, stored or disposed
in a manner to allow exposure to storm water; method of treatment, storage, or disposal; past, and present materials management
practices.empioyedto minimize contact by these materials with,storm water runoff „materials loading and access areas; and the location,
manner, and fr uen 'in which sticides,.herbicides, sod conditioners; and fertilizers area lied.
See attached supplemental information.
C. For each ouffall, provide the location and a description of existing structural and nonstructural control measures to reduce pollutants in
storm water runoff, and a description of the treatment the storm water receives, including the schedule and type of maintenance for
control and treatment measures and the ultimate disposal of an solid or-fluid wastes other than b discharge
Ouffall
List Codes from
Number
Treatment _ _
Table 2F -1
SW001
- See attached supplemental information.
SW01J
V. Non Stormwater Discharges
A I certify under penalty of law that the outfall(s) covered ,by this application have been tested or evaluated for the presence of
nonstormwater discharges, and,that all nonstormwater discharges from these,ouffall(s) are identified in either -an accompanying Form 2C
or Form 2E application for the ouffall
Name of Official Title (type,or print)
Signature
Date Signed
Steve Immel; General Manager ll
1,113012009
Regulated Fossil Stations
B rovrde'a description of the method used, the date of any testing, d the onsite,draina a points that,were direct) observed during a,test,
Visual inspection was performed on November 29, 2009. Besides, the outfallpermitted under the NPDES
permit for the discharge of process water, there,were no,non -storm waterf/ows observed from the.storm
water outfalls.
V_I. Significant Leaks or Spills
Provide existing information regarding the history of significant leaks or spills of toxic or,hazardous pollutants at the facility in the last three
ears, including the approximate date and location of the,s ill or'leak, and the. type and amount of material released
Within the past three years, there have not been any significant spills of hazardous substances in excess of
reportable quantities set forth by Section 314 of the Clean Water Act or Section 102 of CERCLA.
EPA Form 3510 -2F (Rev. 1 -92) Page 2 of 3 Continued on Page 3

EPA ID Number (copy from Item I of Form 1)
Continued from Page 2 NCO004979
VII. Discharge Information.
A;B,C, & D• See instruction before proceeding Complete one set of tables,for each outfall. Annotate the outfall' number in the space,prowded
Tables Vii-A, VII =B, and Vli-C are "included on separate sheets numbered'Vll -1 and VII -2.
E. Potential - discharges not covered by analysis -`is any'towc pollutant listed' in table 2F -2, 2F -3, or 2F-4, a substance or a component of a
substance which you currently use,or manufacture as an intermediate or final'product or byproduct?
❑ Yes (ltst,all such pollutants below) X No (go to Section D?Q
VIII: Biological ToxicitY Testing Data
Do you have,any'knowledge or reason to believe that any,biological test for acute or chronic toxicity has been made on any of your discharges or
on a receiving water in relation to your discharge within the last 3 years?
❑ Yes (list all such, potlutants below) X No (go to Section M
IX. Contact analysis Information
Were any of the analysis reported in item VII performed by a contact laboratory or consulting firm?
® Yes (list the name, address, and telephone number of, and pollutants ❑ No (go to Section )Q
analyzed 6y, each, such laborato or_firm,below
A Name
B Address
C Area Code& Phone�No
D Pollutants Analyzed
Shealy Environmental Services 106 Vantage Point Drive 803 - 791=9111 Wet chemistry &
West Columbia, SC 29172 metals
GEL Laboratories LLC 2040 Savage Road 843- 556 -8171 Radiologicals
Charleston, SC 29407
X. Certification
I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance, with, a system- designed to assure .that qualified personnel properly gather and evaluate
the,information submitted. Based on my inquiry of the person or persons who manage the system or those persons
directly responsible for gathering 'the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are,significant penalties for submitting false information,
including the possibility of fine and im risorimen't for knowing violations.
A Name& Official'Title (type or print)
B Area Code and Phone No.
Steve Immel, General Manager 11
(704) 829 -2400
Regulated Foss// Statfo s
C. Signature
D. Date Signed
11/30/2009
EPA Form,3510- 2F(Rev. 1 -92) Page 3 of

SWO08
EPA ID Number (copy from Item / of Form 1) Form Approved OMB No 2040-0086
NC0004979 I Approval expires 5 -31 -92
VII. Discharge Information Continued from 5a e 3 of Form 2F
,Part A - You must provide the results of at least one analysis for every pollutant,m this table Complete one'table for each outfall See
instructions for additional'details.
'Maximum Values
AverageValues
Number
Pollutant
include, units
include units
Of
Grab Sample
Grab Sample
And
Storm
CAS Number
Taken During
Flow- weighted
Taken'During
Flow - weighted
Events
(if available)
First 30
Composite
First,30
Composite
Sampled
Minutes
Minutes
Sources of Pollutants
OW& Grease
< 4.8 mg1L
1
See Supplemental
Information
Biological Oxygen
< 2.0 mg/L
1
••
Demand BOD5
Chemical Oxygen
Samg/L
1
ff
Demand COD
Total Suspended
1500 mg /L
1
Solids TSS
Total
0.52 mg/L
1
•'
Nitr en
Total
0.98 -mg1L
1
Phosphorus
pH
Minimum
Maximum
Minimum
Maximum
"
7.78;SU
Part B - List each pollutant that, is limited in, an effluent guideline which the facility is subject to or. any pollutant listed in "the facility's NP DES
permit,forits procesvwastewater (dithe facilitjis operating under an existing NPDES;permit). Completeone table for each outfall
See the instructions for additional details and r uirements.
Maximum Values
Average Values
Number
Pollutant
include units
include units _
Of
Grab Sample
Grab Sample
And
Storm
CAS Number
Taken During
Flow- weighted
Taken During
Flow- weighted
Events
(if available)
First 30
Composite
First 30
Composite
Sampled
Minutes
Minutes
Sources of Pollutants
Chlorine, Total
< 0:1.mg/L
1
See Supplemental
tesiduaj
_Information
Chloride
< 1.0,mg1L
1
••
Color
20 units
1
••
Fluoride (16984 -48-8)
0.30 mg1L
1
••
Nitrate- Nitnte (as N)
< 0.020 mg1L
1
••
Radioactivity, alpha
21.41,3.78
1
••
total
Ci /L
Radioactivity, beta
42.8 t 3.84
1
- ••
total
pCIlL
Radioactivity, radium
3.8610.877
—
1
••
total
Ci /L
Radioactivity, radium
1.0210.349
1
226 total
Ci /L
Sulfate (as SO4)
26 mg/L
1
••
14808 -79-8
Aluminum, Total
27.0 mg1L
1
'•
7429 -90 -5
Banum, Total
0.470 mg1L
1
n
7440 -39 -3
Boron, Total (7440-
<0.050 mg1L
1
«
42 -8 )
Cobalt, Total (7440-
0.026 -mg1L
1
48-4),
Iron, Total.(7439 -89 -6)
36.0 mg /L
1
••
Magnesium, Total
17.0 mg1L
1
7439 -95-4
Manganese, Total
1.00 mg1L
1
•'
7439 -96-5
Tin, Total
<0.005 mg1L
1
••
7,440 -31 -5
Titanwin,'Total
ZWmg/L
1
••
7440 -32 -6
EPA Form 3510 -21F (Rev. 1 -92) Page VII -I Continue on Reverse

Arsenic, Total
<0.050 ing/L
1
See Supplemental
(7440 -38-2)
information
Beryllium, Total
< 0.001 mg1L
1
"
7440 -41 -7
Cadmium, Total
<0.00010
1
"
7440 -43 -9
mg1L
Chromium, Total
0.020 mg1L
1
"
7440 -47 -3
Copper, Total
0.058 mg1L
1
"
7440 -50-8
Mercury, Total
0.00014 mg(L
1
"
7439 -97-0
Nickel, Total
0.019 mg/L
1
"
7440-02-0
Selenium, Total
<0.050 mg/L
1
"
7782-49 -2
Silver, Total
<0.005 rng/L
1
"
7440 -22-4
- -
Zinc, Total
0.320,mg/L
1
"
7440 -66-6
EPA Form 3510 -2F (Rev. 1 -92) Page VII -I Continue on Reverse

Continued from the Front
Part C - List each pollutant shown in Tables 2F -2, 2F -3, and 2F-4 that you know or hav&reason to believe is present See the'instructions for-
additional details and requirements. Complete one table for each,outfall.
Pollutant
And
CAS Number
(if available)
Ma)amum Values
include units
Average Values
include units
Number
Of
Storm
Events,
Sampled
Sources of Pollutants
Grab Sample
Taken During
First 30
Minutes
Flow- weighted
Composite
Grab Sample
Taken During
First 30
Minutes
Flow- weighted
Composite
Fecal Colifomt CHT'
546• coH100
mL
1
See Supplemental
Information
'analyzed outside
holding,time
Part Dr- Provide data for the storm events which, resulted in,the ma)dmum values for the flow weighted
composite sample.
1
Date of Storm Event
2
Duration
of,Storm
Event
taminutes
3
Total rainfall
during storm
event
in inches
4
Number of hours between
;beginning of storm measured and
end of, previousi measurable rain
event
5.
Total flow from
rain event
(gallons or specify units)
61412009
960
2.82
81 hours
188374 gallons
7 Provide a description of the method of
flow measurement or estimate
Flows estimated using run -off coefficients for the drainage area based'on rainfall data
EPA Form 3510 -2F (Rev. 1 -92) Page VII -2

SW 015
EPA ID Number (copy from /tem,l of'Fonnil) Form Approved OMB No. 2040 -0086
NC0004979 I Approval'expires 5 -31 -92
V_II. Discharge Information Continued from page 3 of Form 2F
Part A - You must provide the results of at least one analysis for every pollutant in this table. Complete,one table for each outfall See
instructions for additional details.
Maximum Values
Average Values
Number
Pollutant
include units
include units
Of
Grab Sample
Grab�Sample
And
Storm
CAS Number
Taken During
Flow- weighted
Taken,Dunng
Flow- weighted
Events,
(if available)
First 30
Minutes
Composite
First 30
Minutes
Composite
Sampled
Sources of!Pollutants
,Oil & Grease
< 4.4 mg /L
1
See Supplemental
Information
Biological Oxygen
2.0 mg/L
1'
i `Demand' BOD5
_
Chemical Oxygen
16ing/L
Demand COD
Total Suspended
25 mg/L
1
Solids SS
Total
0.099 mg/L
1
Nitrogen
Total
0.059 mg /L
1
Phosphorus
pH
Minimum
Maximum
Minimum
Maximum
"
7.26 SU
Part B - List each pollutant that is limited in,an effluent guideline which the facility is subject'to or any pollutant listed in the facility's NPDES
permit for its process wastewater (if the facility is operating under an existing NPDES permit) Complete one table for each outfall
_ See the instructions for additional details and r uvements
Maximum Values
Average Values
Number
Pollutant
include units
include units
Of
Grab Sample
Grab Sample
And
Storm
CAS Number
Taken During
Flow- weighted
Taken During
Flow- weighted
Events
Pf available)
First 30
Composite
First 30
Composite
Sampled
Minutes
Minutes
Sourcesiof Pollutants
Chlorine „Total
0.11 nig /L
1
residual
Chloride
5.4 rrig/L
1
Color
100 units
1
Fluoride (1698448 -8)
0.12 mg /L
1
Nitrate- Nitnte (as N)
0.099 mg /L
1
”
Radioactivity, alpha
< 5.0 pCi /L
1
total
Radioactivity, beta
7.10 pCi/L,
1
total
Radioactivity, radium
total
< 1.0 pCi /L
1
'Radioactivity, radium
< 1.0 pCi/L
1
226 total
Sulfate (as SO4)
38 mg/L-
1
14808 -79-8
Aluminum, Total
0.35 mg /L
1
7429 -90-5
Barium, Total
0.080 mg /L
1
7440 -39-3
- - — —
Boron, Total (7440-
0.33,mg /L
1
"
42-8
Cobalt, Total'(7440-
<0.005 mg /L
1
48-4
Iron, Totali(7439 -89 -6)
1.8mg1L
1
Magnesium, Total
5.3 mg/L
7439 -95-4
Manganese, Total
0.60 mg/L
1
7439 -96-5
Tm, Total
<0.005,mg/L
1
7440 -31 -5
Titanium, Total
18 ug/L
1
7440 -32-6
EPA,Form 3510 -2F (Rev. 1 =92) Page VII -2

Ars mc, Total-
Mug/L
!
See Supplemented
(,74404-8-2)-'
lnforn►atlon
Beryllium, Total
< 1.0 ug/L
7440-41 -7
Cadmiurri „Total
<0.10 ug&
7440-43 -9
Chromwm, Total
<5.0 ug /L
744647 -3
Copper; Total
00sug/L
7440 -50-8 _
Mercury,, Total —
0.0001 mg1L
7439 -97 -6 _
Nickel„ TotaL
<10dug/L
7440-02-0
Selenwm;'il otal,
<5,ug/L
”
7782 =49-2
Silver, Total
<&ug&
1'
7440 -22-4
Zinc, Total
35`ug1L
7440-66 -6
EPA Fom3510 -217 (Rev. 1 -92) Page VII -2

r -Part C - Ust•each pollutant shown in Tables 2F -2, 2F -3, and 2F-4 that you, know or have reason to believers present. See the instructions for
additional details and requirements Complete one table for each outfall
Pollutant
And
CAS Number
(d available)
Ma)amum Values
include units
Average Values
nGude units
Number
Of
Storm
Events
Sampled
Sources of Pollutants
Grab Sample
Taken,Dunng
First °30
_ Minutes
Flow- weighted
Composite
Grab Sample
Taken During
First 30
Minutes
Flow- weighted
Composite
Fecal Wiform CHT
410• co!/100
mL
7
See Supplemental
'Information
'analyzed outside
holding time
Part D - Provide data for the ;storm events which resulted imthe,maximum values for the flow wei
htedicom site ;ample
1.
Dat&of Storm Event
2.
Duration
of Storm
,Event
(in minutes
3.
Total rainfall
during storm,
9
event
in inches
4
Number of hours between
beginning of storm measured and
9 9
end,of previous measurable.ram
event
5.
Total flow from
ram event
(gallons or specify units)
412012009
240
.59
>72 hours
1424263 gallons
7. Provide a description of the method of
flow measurement or estimate
Flows estimated using run -off coefficient with drainage area and rainfall data
EPA Form,3510 -2F (Rev 1 -92) Page VII -2

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