NC0000396_Issuance of Permit_20051116

OF V4
A7E9 Michael F. Easley
Governor
� Qr ©D NR William G. Ross,Jr.,Secretary
North Carolina Department of Environment and Natural Resources
D -c Alan W. Klimek, P.E.,Director
Division of Water Quality
November 16,2005
Mr.William A.Phipps,Plant Manager
Progress Energy Carolinas,Inc.
Asheville Steam Electric Plant
200 CP&L Drive
Arden,North Carolina 28704
Subject:Issuance of NPDES Permit NCD000396
Asheville Steam Electric Plant
Buncombe County
Dear Mr.Phipps:
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly,we are forwarding the attached NPDES discharge permit. This permit is issued pursuant to the
requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S.Environmental Protection Agency dated May 9, 1994 (or as subsequently amended).
This final permit includes no major changes from the draft permit sent to you on August 5,2005.
If any parts,measurement frequencies or sampling requirements contained in this permit are unacceptable to
you,you have the right to an adjudicatory hearing upon written request within thirty(30) days following receipt of
this letter. This request must be in the form of a written petition,conforming to Chapter 150B of the North Carolina
General Statutes,and filed with the Office of Administrative Hearings (6714 Mail Service Center,Raleigh,North
Carolina 27699-6714). Unless such demand is made,this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may require
modification or revocation and reissuance of the permit. This permit does not affect the legal requirements to obtain
other permits which may be required by the Division of Water Q nlity or permits required by the Division of Land
Resources,the Coastal Area Management Act or any other Federal or Local governmental permit that may be
required. If you have any questions concerning this permit,please contact Sergei Cliernikov at telephone number
[phone],extension 594.
Sincerely,
f
W.Klimek,P.E.
cc: Central Files
NPDES Permit File
Asheville Regional Office/Surface Water Protection
Aquatic Toxicology Unit
EPA Region IV,Roosevelt Childress
N.C.Division of Water Quality/NPDES Unit Phone:[phone]
1617 Mail Service Center,Raleigh,NC 27699-1617 fax:[phone]
Internet:h2o.enr.state.nc.us DENR Customer Service Center.1 800 623-7748

Permit No. NC0000396 a
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended,
Progress Energy Carolinas, Incorporated
is hereby authorized to discharge wastewater from a facility located at the
Asheville Steam Electric Generating Plant
200 CP&L Drive
Arden, North Carolina
Buncombe County
to receiving waters designated as the French Broad River, Lake Julian, and an unnamed tributary to
Powell Creek in the French Broad River Basin in accordance with effluent limitations, monitoring
requirements, and other conditions set forth in Parts I, II, III, and IV hereof.
This permit shall become effective January 1, 2006.
This permit and the authorization to discharge shall expire at midnight on December 31, 2010.
Signed this day November 16, 2005.
7/C.*, j
60- Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0000396
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked.As of this permit issuance, any previously issued permit bearing this number is no
longer effective. Therefore, the exclusive authority to operate and discharge from this facility
arises under the permit conditions, requirements, terms, and provisions included herein.
Progress Energy Carolinas, Incorporated
is hereby authorized to:
1. Continue to operate the following systems located at Asheville Steam Electric Generating
Plant, 200 CP&L Drive, Arden, Buncombe County:
■ Ash Pond Treatment System(Outfall 001). Outfall 001 discharges directly to the
French Broad River. The ash pond receives ash transport water, coal pile runoff,
storm water runoff, various low volume wastes (such as boiler blowdown, backwash
from the water treatment processes, ash hopper seal water, plant drains), air
preheater cleaning water and chemical metal cleaning wastewater discharged from
Internal Outfall 004 (potentially.
• Once Through Non-Contact Cooling Water System (Outfall 002). This
wastestream is discharged directly to Lake Julian via Outfall 002.
• Chemical Metal Cleaning Treatment System(Internal Outfall 004). This
wastestream may occasionally be discharged via Internal Outfall 004 to the ash
pond treatment system or to the old ash pond (with prior DWQ approval). Generally
chemical metal cleaning wastes are treated by evaporation in boilers.
• Stormwater Discharge System The facility is permitted to discharge stormwater to
Lake Julian and an unnamed tributary to Powell Creek through the following
outfalls:
• Outfalls SW-1, SW-2, and SW-3 - Drainage from the new access road
used to transport coal and oil truck deliveries. Outfalls discharge to
Lake Julian.
• Outfalls SW-4, SW-5, and SW-6- Drainage from the old access road
used to transport coal and oil truck deliveries. Outfalls SW-4 and
SW-6 discharge to Lake Julian, while SW-5 discharges to an
unnamed tributary to Powell Creek.
2. After receiving an Authorization to Construct permit from the Division of Water Quality,
construct and operate a Flue Gas Desulfurization (FGD) wet scrubber wastewater
treatment system, which will discharge to the secondary settling basin (after the Ash
Pond)via internal Outfall 005 (with ultimate discharge via Outfall 001).
3. Discharge from said treatment works and/or outfalls at the locations specified on the
attached map into the French Broad River (via Outfall 001), Lake Julian (via Outfall 002,
SW-1,2,3,4,6), and an unnamed tributary to Powell Creek(via SW-5), which are all
classified as C waters in the French Broad River Basin.

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Latitude: 35°28'02” CP&L-Asheville
Longitude: 82°32'56” 4411111 N Steam Electric Plant
USGS Quad#: FBNE
River Basin# 04-03-02 Buncombe County
Receiving Stream: French Broad R. N00000396
Lake Julian
UT Powell Crk.
Stream Class: C

(
Permit No. NC0000396
A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until the FGD
treatment system is used to treat FGD wastewater, or expiration, the Permittee is authorized to
discharge from Outfall 001 (Ash Pond Treatment System). Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Daily Measurement Sample Sample
Average Maximum Frequency Type Location1
Flow Weekly Instantaneous E
Oil and Grease 15.0 mg/L 20.0 mg/L Monthly Grab E
Total Suspended Solids 30.0 mg/L 100.0 mg/L Monthly Grab E
pH 6 < pH < 9 Weekly Grab E
Total Arsenic Monthly Grab E
Total Selenium2 Monthly Grab E
Total Copper Monthly Grab E
Total Nitrogen Quarterly Grab E
(NO2+NO3+TKN)
Total Phosphorus Quarterly Grab E
Chronic Toxicity3 Quarterly Grab E
Notes:
1. Sample locations: E - Effluent.
2. See special conditions A. (9). and A. (13).
3. Chronic Toxicity(Ceriodaphnia) at 1.4%;January, April, July, October; See Special
Condition A. (7).
After the FGD treatment system is used to treat FGD wastewater, the effluent limits in
Conditions A.(2) and A.(5) will apply. Should the wetland treatment system be used, Condition
A.(1) applies throughout the period of plant establishment/acclimatization. As soon as FGD
wastewater is routed through the treatment system, Condition A. (2) is applicable.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no discharge of polychlorinated biphenyl compounds such as those commonly
used for transformer fluid.

Permit No. NC0000396'
A. (2). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon commencement of the FGD treatment system to treat FGD
wastewater and lasting until expiration, the Permittee is authorized to discharge from Outfall
001 (Ash Pond Treatment System). Such discharges shall be limited and monitored by the
Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Daily Measurement Sample Sample
Average Maximum Frequency Type Location1
Flow Weekly Instantaneous E
Oil and Grease 15.0 mg/L 20.0 mg/L Monthly Grab E _
Total Suspended Solids 30.0 mg/L 100.0 mg/L Monthly Grab E
pH 6 < pH < 9 Weekly Grab E
Total Mercury2 0.63 ug/L Weekly Grab E
Total Arsenic Weekly Grab E
Total Beryllium Weekly Grab E
Total Cadmium Weekly Grab E
Total Chlorides Weekly Grab E
Total Chromium Weekly Grab E
Total Copper Weekly Grab E
Total Fluoride Weekly Grab E
Total Lead Weekly Grab E
Total Manganese Weekly Grab E
Total Nickel Weekly Grab E
Total Selenium3 Weekly Grab E
Total Silver Weekly Grab E
Total Thallium Weekly Grab E
Total Zinc Weekly Grab E
Total Nitrogen Quarterly Grab E
(NO2+NO3+TKN)
Total Phosphorus Quarterly Grab E
Chronic Toxicity4 Quarterly Grab E
Fish Tissue Sampling Annually Footnote 5 Instream
Notes:
1. Sample locations: E- Effluent.
2. The mercury limit will become effective one year after commencement of the FGD system to
treat FGD wastewater.
3. See special conditions A. (9). and A. (13).
4. Chronic Toxicity (Ceriodaphnia) at 1.9%; January, April, July, October; See Special
Condition.A. (7).
5. Fish tissue sampling shall be conducted annually as specified in Condition A.(13).
After the FGD treatment system is used to treat FGD wastewater, the effluent limits in
Conditions A.(2) and A.(5) will apply. Should the wetland treatment system be used, Condition
A.(1) applies throughout the period of plant establishment/acclimatization. As soon as FGD
wastewater is routed through the treatment system, Condition A.(2) is applicable.
Progress Energy shall inform this office as well as the Asheville Regional Office,via phone call
and via letter, as to when the FGO treatment system will be used to treat FGD wastewater.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
There shall be no discharge of polychlorinated biphenyl compounds such as those commonly
used for transformer fluid.

Permit No. NC0000396
A. (3). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from Outfall 002 (Once Through Cooling Water). Such
discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Maximum Measurement Sample Sample
Average Frequency Type Location1
Flow Daily Pump Logs E
Total Residual Chlorine2 200 pg/L Daily Grab E
Time of Chlorine Addition2 2 hours Daily Logs
Temperature 44.4°C Daily Recorder E
pH Weekly Grab E
Notes:
1. Sample locations: E - Effluent.
2. Total residual chlorine shall not be discharged from any single generating unit for more
than two hours per day, unless the Permittee demonstrates to the Division of Water Quality
that discharge for more than two hours is required for macroinvertebrate control. The 200
µg/L limitation is an instantaneous maximum effluent limitation defined as the value which
shall not be exceeded at any time, and is to be measured during the chlorine release period.
If the chlorine release period is programmed for multiple intervals per day, sampling is
required only during one representative interval per day. Simultaneous multi-unit
chlorination is permitted. Monitoring for total residual chlorine is required only if chlorine
is added to the system.
The mixing zone has been defined as all of Lake Julian.
The permittee shall obtain authorization from the Division prior to use of any chemical additive
in the discharge. The permittee shall notify the Director in writing at least ninety (90) days
prior to instituting use of any additional additive in the discharge which may be toxic to
aquatic life (other than additives previously approved by the Division). Such notification shall
include completion of Biocide Worksheet Form 101 (if applicable), a copy of the MSDS for the
additive, and a map indicating the discharge location. There shall be no chromium, zinc, or
copper added to the discharge except as pre-approved additives to biocidal compounds.
There shall be no discharge of polychlorinated biphenyl compounds such as those commonly
used for transformer fluid. There shall be no discharge of floating solids or visible foam in
other than trace amounts.

Permit No. NC0000396
A. (4). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of the permit and lasting until expiration, the
Permittee is authorized to discharge from Internal Outfall 004 (Chemical Metal Cleaning
Treatment System). Such discharges shall be limited and monitored by the Permittee as
specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Daily Measurement Sample Sample
Average Maximum Frequency Type Location1
Flow Per discharge event Instantaneous E
Total Copper 1.0 mg/L 1.0 mg/L Per discharge event Grab E
Total Iron 1.0 mg/L 1.0 mg/L Per discharge event Grab E
Notes:
1. Sample locations: E - Effluent, prior to mixing with any other wastestream.
The chemical metal cleaning waste shall be discharged to the new ash pond or old ash pond
(with prior DWQ approval) after pretreatment.
There shall be no discharge of polychlorinated biphenyl compounds such as those commonly
used for transformer fluid. There shall be no discharge of floating solids or visible foam in
other than trace amounts.

Permit No. NC0000396
A. (5). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning upon commencement of the FGD treatment system to treat FGD
wastewater and lasting until expiration, the Permittee is authorized to discharge from Internal
Outfall 005 (treated FGD wet scrubber wastewater). Such discharges shall be limited and
monitored by the Permittee as specified below:
EFFLUENT LIMITS MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly Daily Measurement Sample Sample
Average Maximum Frequency Type Location1_
Flow Monthly Instantaneous E •
Total Suspended Solids Weekly Grab E
Total Mercury Weekly Grab E
Total Selenium Weekly Grab E
Total Arsenic Weekly Grab E
Total Beryllium Weekly Grab E
Total Cadmium Weekly Grab E
Total Chlorides Weekly Grab E
Total Chromium Weekly Grab E
Total Copper Weekly Grab E
Total Fluoride Weekly Grab E
Total Lead Weekly Grab E
Total Manganese Weekly Grab E
Total Nickel Weekly Grab E
Total Silver Weekly Grab E
Total Zinc Weekly Grab E
Notes:
1. Sample locations: E-Effluent from the constructed wetlands treatment system prior to
discharge to the secondary settling basin.
After the FGD treatment system is used to treat FGD wastewater, the effluent limits in
Conditions A.(2) and A.(5) will apply. Should the wetland treatment system be used, Condition
A.(1) applies throughout the period of plant establishment/acclimatization. As soon as FGD
wastewater is routed through the treatment system, Condition A.(2) is applicable.
Allflows shall be reported on monthly DMRs. Should no flow occur during a given month, the
words "No Flow"shall be clearly written on the front of the DMR. All samples shall be
representative of the discharge.

Permit No. NC0000396
A. (6). STORMWATER MONITORING REQUIREMENTS/ Qualitative Monitoring
Qualitative monitoring requires a qualitative inspection of each stormwater outfall, regardless
of representative outfall status, for the purpose of evaluating the effectiveness of the
Stormwater Pollution Prevention Plan and assessing new sources of stormwater pollution. No
analytical tests are required. Qualitative monitoring of stormwater outfalls does not need to be
performed during a representative storm event.
Stormwater Discharge Measurement Sample
Characteristics Frequency' Location2
Color Semi-Annual SDO
Odor Semi-Annual SDO
Clarity Semi-Annual SDO
Floating Solids Semi-Annual SDO
Suspended Solids Semi-Annual SDO
Foam Semi-Annual SDO
Oil Sheen Semi-Annual SDO
Other obvious indicators of stormwater pollution Semi-Annual SDO
Notes:
1. Measurement Frequency. The first qualitative monitoring event during the term of the
permit must be performed during the initial analytical monitoring event. All subsequent
qualitative monitoring will be performed twice per year, once in the spring(April -June)
and once in the fall (September- November).
2. Sample Location: SDO- Stormwater Discharge Outfalls SW-1 through SW-6.

• Permit No. NC0000396
SPECIAL CONDITIONS
A. (7). CHRONIC TOXICITY PERMIT LIMIT (QRTRLY)-- Outfall 001 (to French Broad River)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 1.9%. The permit
holder shall perform at a minimum, quarterly monitoring using test procedures outlined in the
"North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised-February 1998) or subsequent versions. The tests will be performed during
the months of January, April, July, and October. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple-concentration testing shall be performed at a minimum,
in each of the two following months as described in "North Carolina Phase II Chronic Whole
Effluent Toxicity Test Procedure" (Revised-February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean
of the highest concentration having no detectable impairment of reproduction or survival and
the lowest concentration that does have a detectable impairment of reproduction or survival.
The definition of "detectable impairment," collection methods, exposure regimes, and further
statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised-February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed,
using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value.
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch
no later than 30 days after the end of the reporting period for which the report is made.
Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Test data shall be complete, accurate, include all supporting chemical/physical measurements
and all concentration/response data, and be certified by laboratory supervisor and ORC or
approved designate signature. Total residual chlorine of the effluent toxicity sample must be
measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity
monitoring is required, the permittee will complete the information located at the top of the
aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number,
county, and the month/year of the report with the notation of"No Flow" in the comment area
of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. Should any test data from this
monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re-opened and modified
to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction,and appropriate environmental controls,

Permit No. NC0000396,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later than
the last day of the month following the month of the initial monitoring.
A. (8). SECTION 316(a) THERMAL VARIANCE REAPPLICATION
The thermal variance granted under Section 316(a) terminates on expiration of the NPDES
permit. Should the permittee wish a continuation of its 316(a) thermal variance beyond the
term of this permit, reapplication for such continuation shall be submitted in accordance with
40 CFR Part 125, Subpart H and Section 122.21(m)(6) not later than 180 days prior to permit
expiration. Reapplication shall include a basis for continuation such as a) plant operating
conditions and load factors are unchanged and are expected to remain so for the term of the
reissued permit; b) there are no changes to plant discharges or other discharges in the plant
site area which could interact with the thermal discharges; and c) there are no changes to the
biotic community of the receiving waterbody which would impact the previous variance
determination.
A. (9). SPECIATION OF SELENIUM
The permittee shall speciate selenium to determine the presence of selenite and selenate in the
effluent for Outfall 001. This monitoring shall be conducted monthly (as part of the required
weekly sampling). Selenate and selenite shall be reported as an addendum to the discharge
monitoring report(DMR) form (total selenium is required to be reported on the DMR form). The
percentage of total selenium that each speciated element comprises shall also be reported on
the addendum to the DMR This information will assist the Division in determining the most
prevalent form for selenium.
A. (10). TOXICITY RE-OPENER CONDITION
This permit shall be modified, or revoked and reissued to incorporate toxicity limitations and
monitoring requirements in the event toxicity testing or other studies conducted on the effluent
or receiving stream indicate that detrimental effects may be expected in the receiving stream as
a result of this discharge.
A. (11). STORMWATER POLLUTION PREVENTION PLAN
The permittee shall develop a Stormwater Pollution Prevention Plan, herein after referred to as
the Plan, for direct discharges of stormwater to surface waters (i.e., via outfalls SW-1 through
SW-6 located along the vehicle access roads). The Plan shall be considered public information
in accordance with Part II, Section E.10. of this permit. The Plan shall include, at a minimum,
the following items:
a. Site Plan: The site plan shall provide a description of the physical facility and the
potential pollutant sources which may be expected to contribute to contamination of
regulated stormwater discharges. The site plan shall contain the following:
(1) A general location map (USGS quadrangle map, or appropriately drafted
equivalent map), showing the facility's location in relation to transportation
routes and surface waters, and the name of the receiving water(s) to which the
stormwater outfall(s) discharges. If the discharge is to a municipal separate
storm sewer system, the name of the municipality and the ultimate receiving
waters, and accurate latitude and longitude of the point(s) of discharge must be
shown.

• Permit No. NC0000396
(2) A narrative description of storage practices, loading and unloading activities,
outdoor process areas, dust or particulate generating or control processes, and
waste disposal practices.
(3) A site map (or series of maps) drawn to scale with the distance legend indicating
location of industrial activities (including storage of materials, disposal areas,
process areas, and loading and unloading areas), drainage structures, drainage
areas for each outfall and activities occurring in the drainage area, building
locations and impervious surfaces, the percentage of each drainage area that is
impervious. For each outfall, a narrative description of the potential pollutants
which could be expected to be present in the regulated stormwater discharge.
(4) A list of significant spills or leaks of pollutants that have occurred at the facility
during the 3 previous years and any corrective actions taken to mitigate spill
impacts.
(5) Certification that the stormwater outfalls have been evaluated for the presence
of non-stormwater discharges. The certification statement will be signed in
accordance with the requirements found in Part II, Section B.11.
b. Stormwater Management Plan: The stormwater management plan shall contain a
narrative description of the materials management practices employed which control or
minimize the exposure of significant materials to stormwater, including structural and
non-structural measures. The stormwater management plan, at a minimum, shall
incorporate the following:
(1) A study addressing the technical and economic feasibility of changing the
methods of operations and/or storage practices to eliminate or reduce exposure
of materials and processes to stormwater. Wherever practicable the permittee
should consider covering storage areas, material handling operations,
manufacturing or fueling operations to prevent materials exposure to
stormwater. In areas where elimination of exposure is not practicable, the
stormwater management plan shall document the feasibility of diverting the
stormwater runoff away from areas of potential contamination.
(2) A schedule to provide secondary containment for bulk storage of liquid
materials, storage of Section 313 of Title III of the Superfund Amendments and
Reauthorization Act (SARA) water priority chemicals, or storage of hazardous
materials to prevent leaks and spills from contaminating stormwater runoff. If
the secondary containment devices are connected directly to stormwater
conveyance systems, the connection shall be controlled by manually activated
valves or other similar devices [which shall be secured with a locking
mechanism) and any stormwater that accumulates in the containment area
shall be at a minimum visually observed prior to release of the accumulated
stormwater. Accumulated stormwater shall be released if found to be
uncontaminated. Records documenting the individual making the observation,
the description of the accumulated stormwater and the date and time of the
release shall be kept for a period of five years.
(3) A narrative description of Best Management Practices (BMPs) to be considered
such as, but not limited to, oil and grease separation, debris control, vegetative
filter strips, infiltration and stormwater detention or retention, where necessary.
The need for structural BMPs shall be based on the assessment of potential of
sources contributing significant quantities of pollutants to stormwater
discharges and data collected through monitoring of stormwater discharges.

Permit No. NC0000396
(4) Inspection schedules of stormwater conveyances and controls and measures to
be taken to limit or prevent erosion associated with the stormwater systems.
c. Spill Prevention and Response Plan: The Spill Prevention and Response Plan shall
incorporate a risk assessment of potential pollutant sources based on a materials
inventory of the facility. Facility personnel (or team) responsible for implementing the
plan shall be identified in the plan. A responsible person shall be on-site at all times
during facility operations that have the potential to contaminate stormwater runoff
through spills or exposure of materials associated with the facility operations.
d. Preventative Maintenance and Good Housekeeping Program: A preventative
maintenance program shall be developed. The program shall document schedules of
inspections and maintenance activities of stormwater control systems, plant equipment
and systems. Inspection of material handling areas and regular cleaning schedules of
these areas shall be incorporated into the program.
e. Training schedules shall be developed and training provided at a minimum on an
annual basis on proper spill response and cleanup procedures and preventative
maintenance activities for all personnel involved in any of the facility's operations that
have the potential to contaminate stormwater runoff. Facility personnel (or team)
responsible for implementing the training shall be identified in the plan.
f. The Stormwater Pollution Prevention Plan shall identify a specific position(s) responsible
for the overall coordination, development, implementation, and revision to the Plan.
Responsibilities for all components of the Plan shall be documented and position(s)
assignments provided.
g. Plan Amendment: The permittee shall amend the Plan whenever there is a change in
design, construction, operation, or maintenance which has a significant effect on the
potential for the discharge of pollutants via a point source to surface waters. The
Stormwater Pollution Prevention Plan shall be reviewed and updated on an annual
basis.
The director may notify the permittee when the Plan does not meet one or more of the
minimum requirements of the permit. Within 30 days of such notice, the permittee
shall submit a time schedule to the Director for modifying the Plan to meet minimum
requirements. The permittee shall provide certification in writing (in accordance with
Part III, Standard Conditions, Section B.11.) to the Director that the changes have been
made.
h. Facility Inspections: Inspections of the facility and all stormwater systems shall occur
at a minimum on a semiannual schedule, once in the fall (September - November) and
once during the spring (April -June). The inspection and any subsequent maintenance
activities performed shall be documented, recording date and time of inspection,
individual(s) making the inspection and a narrative description of the facility's
stormwater control systems, plant equipment and systems. Records of these
inspections shall be incorporated into the Stormwater Pollution Prevention Plan.
Visual monitoring as required in A.(7) Stormwater Monitoring Requirements/Qualitative
Monitoring shall be performed in addition to facility inspections.
Implementation: Implementation of the Plan shall include documentation of all
monitoring, measurements, inspections, maintenance activities and training provided to
employees, including the log of the sampling data. Activities taken to implement BMPs

Permit No. NC0000396
associated with the industrial activities, including vehicle maintenance activities, must
also be recorded. All required documentation shall be kept on-site for a period of five
years and made available to the Director or his authorized representative immediately
upon request.
A. (12). STORMWATER MINIMUM MONITORING AND REPORTING REQUIREMENTS
Minimum monitoring and reporting requirements are as follows unless otherwise approved in
writing by the Director of the Division of Water Quality:
a. If a facility has multiple discharge locations with substantially identical stormwater
discharges that are required to be sampled, the permittee may petition the Director for
representative outfall status. If it is established that the stormwater discharges are
substantially identical and the permittee is granted representative outfall status, then
sampling requirements may be performed at a reduced number of outfalls.
b. Visual monitoring for color, odor, solids, foam, outfall staining, visible sheens and dry
weather flow shall be performed at all stormwater discharge outfall locations. All visual
monitoring shall be documented and records maintained with the Stormwater Pollution
Prevention Plan. The initial visual monitoring event shall be performed simultaneously
with the first analytical monitoring event and documentation of only this initial visual
monitoring event shall be submitted along with the required analytical monitoring
submittal.
c. For purposes of the stormwater sampling required in this permit, all samples shall be
collected from a discharge resulting from a representative storm event (See definitions
in Part II, Section A). Failure to monitor storm events in accordance with the specified
frequency shall constitute a violation of this permit. If the stormwater runoff is
controlled by a detention pond, the following sampling requirements shall apply:
(1) If the detention pond detains the runoff generated by one inch of rainfall for 24
hours, visual observations for color, foam, outfall staining, visible sheens and
dry weather flow are required, but analytical sampling shall not be required.
(2) If the detention pond discharges only in response to a storm event exceeding a
25-year, 24-hour storm, the pond shall be considered a non-discharging
stormwater control system and not subject to NPDES requirements, unless the
discharge causes a violation of water quality standards.
d. Samples analyzed in accordance with the terms of this permit shall be submitted on
forms approved by the Director no later than January 31 for the previous year in which
sampling was required to be performed.
e. Analytical results from sampling during the final year of the permit term shall be
submitted with the permit renewal application.
f. This permit regulates stormwater discharges associated with industrial activity. Non-
stormwater discharges which shall be allowed in the stormwater conveyance system
are:
(1) All other discharges that are authorized by an NPDES permit.
(2) Foundation drains, air-conditioner condensate without added chemicals,
springs, waterline and fire hydrant flushing, water from footing drains, flows
from riparian habitats and wetlands, fire-fighting training and fire system
testing.

Permit No. NC0000396.
(3) Discharges resulting from fire-fighting.
g. If the storm event monitored and reported in accordance with this permit coincides with
a non-stormwater discharge, the permittee shall separately monitor and report all
parameters as required under the non-stormwater portion of this permit and provide
this information with the stormwater discharge monitoring report.
A. (13). FISH TISSUE SAMPLING
Progress Energy shall conduct fish tissue sampling for Mercury and Selenium on an annual
basis. The fish tissue sampling plan shall be approved by the Division's Environmental
Sciences Section prior to commencement of sampling.

Permit No. NC0000396
PART I
(continued)
Section B. Schedule of Compliance
1. The permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit
unless specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of
compliance, the permittee shall submit either a report of progress or, in the case of specific
actions being required by identified dates, a written notice of compliance or noncompliance.
In the latter case, the notice shall include the cause of noncompliance, any remedial
actions taken, and the probability of meeting the next schedule requirements.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NC0000396, Progress Energy Carolinas, Inc. (PEC)
Asheville Steam Electric Plant
Facility Information
Applicant/Facility Name: Progress Energy Carolinas, Inc. / Asheville Steam Electric Plant
Applicant Address: 200 CP&L Drive, Arden, NC 28704
Facility Address: (same)
Permitted Flow 001 -Variable- 3.25 MGD avg.; 002 - Variable
(Outfall 004 is an internal outfall); SW- 1 through 6 (various
stormwater outfalls)
Type of Waste: 100 % Industrial
Facility/Permit Status: Major modification- modification of Outfall 001 to include the
new wastestream
County: Buncombe
Miscellaneous
Receiving Stream: French Broad Regional Office: ARO
River (001)
Stream Classification: C Quad F8NE
303(d) Listed?: No Permit Writer: Sergei Chernikov
Subbasin: 040302 (French Date: July 1, 2005
Broad)
Drainage Area (mi2): 655 (French
Broad River
discharge, 001)
Summer 7910 (cfs) 304
30Q2 (cfs):
Average Flow (cfs): 1769
'
IWC (%): Est., 1.9% `
(Based on a flow
of 3.79 MGD)
Primary SIC Code: 4911
SUMMARY
Progress Energy Carolinas (PEC) - Asheville Steam Electric Plant is a coal fired steam
electric generating plant (2 Units; 2 internal combustion turbines). The site has 1
ash pond and a 320 acre cooling pond (Lake Julian). Lake Julian is a 320-acre
waterbody constructed in 1963 by CP&L to serve as a cooling water source.
Discharge from Lake Julian to the French Broad River is extremely rare, and any
occurrence would be during periods of heavy rainfall. There is a current Section
316(a) thermal variance for Lake Julian pending renewal.
Recently, the Permit was modified to accommodate changes at the site that are being
made in response to North Carolina's Clean Air Initiative (Clean Smokestacks Bill),
which requires the reduction of SOx and NOx from air emissions. As a result of this
initiative, the company plans to install Flue Gas Desulfurization (FGD), systems at
several plants, beginning with this one. The FGD is essentially a scrubber system to
remove SOx by mixing flue gas with a limestone slurry. Operation is predicted to

NPDES PERMIT FACT SHEET Progress- Asheville
Page 2 NPDES No. NC0000396
begin in the fourth quarter of 2005. The FGD blowdown is predicted to generate a
flow of 0.108 MGD, with relatively elevated concentrations of metals and chloride.
Progress Energy plans to treat the FGD blowdown via clarification, equalization, and
constructed wetlands (this is the same general treatment scenario that Duke Power
will use). Dilution flow (water from Lake Julian) will be added to the EQ basin to
provide dilution for the wetland plants (appx. 0.432 MGD) due to the elevated
chlorides level. The treated FGD blowdown will then be routed to the effluent outfall
from the Ash Pond (Outfall 001) at the secondary settling basin.
This facility is subject to EPA effluent guideline limits per 40 CFR 423- Steam Electric
Power Generating Point Source Category.
TOXICITY TESTING:
Current Requirement: Chronic P/F at 1.9%, January, April, July, October.
Proposed Requirement: Chronic P/F at 1.9%, January, April, July, October.
The facility has passed all chronic toxicity tests during the previous 4.5 years.
COMPLIANCE SUMMARY: BASED ON THE PREVIOUS 4 YEARS
There are no outstanding and/or chronic compliance problems related to the NPDES
permit. There was only one NOV in 2003 (one daily maximum chlorine violation for
Outfall 002). Compliance evaluation inspection conducted by the Asheville Regional
Office on 03/31/05 found that facility is in compliance.
INSTREAM MONITORING:
Progress is not required to perform any instream monitoring related to Outfall 001 on
the French Broad River. No additional instream monitoring will be required with this
modification.
REASONABLE POTENTIAL ANALISYS
Reasonable potential analyses were conducted for arsenic, selenium, and copper.
PROPOSED CHANGES
Monitoring Frequencies: The monitoring frequency for Oil and Grease and Total
Suspended Solids have been reduced to Monthly based on DMR data and as a response to
the permittee's request.Analytical monitoring requirements for stormwater have been
eliminated based on DMR data and as a response to the permittee's request.The
requirement to monitor Copper for once-through cooling water(Outfall 002) has been
eliminated based on DMR data and as a response to the permittee's request.
Limits: No changes are proposed.
Misc: It is recommended that thermal variance is renewed based on the results
of the biological studies and information from submitted application (concurrence of
ESB staff is attached). Selenium monitoring in fish tissue is added to the permit
based on the results of reasonable potential analysis.

NPDES PERMIT FACT SHEET Progress-Asheville
Page 3 NPDES No. NC0000396
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: 08/05/05 (est.)
Permit Scheduled to Issue: 12/01/05 (est.)
STATE CONTACT
If you have any questions on any of the above information or on the attached
permit, please contact Sergei Chernikov at [phone], extension 594.
REGIONAL OFFICE COMMENTS:
Name: Date:
EPA COMMENTS:
Name: Date:

REASONABLE POTENTIAL ANALYSIS
Progress Energy Steam Plant, Asheville Outfall 001
< NC0000396> Ow= 3.25 MGD
Time Period 2002-2005
Ow(MGD) 3.25 WWTP Class 0
7Q10S(cfs) 304 IWC(%)0 7010S 1.6301
7010W(cfs) 0 0 7010W WA
3002(cfs) 0 0 3002 N/A
Avg.Stream Flow,QA(cfs) 1769 0 OA 0.284
Rec'ving Stream French Broad Stream Class C
STANDARDS&
PARAMETER TYPE CRITERIA(2) POI. Units REASONABLE POTENTIAL RESULTS RECOMMENDED ACTION
(1) NCWOS/ KFAV/ n 'DN. Nu ProdCw A/owrbNCw
drank Acute
Acute: N/A
Arsenic NC 50 ug/L 50 50 176.8 Q Il"i
Chronic: 3,067 - — —
Acute: 7 `
Copper NC 7 AL 7.3 ug/L 50 12 31.0 _ /V t t r
Chrorrc: 429.4 ---
Acute: 56
Selenium NC 5.0 56 ug/L 50 50 153.9 - — -
_
Chronic: 306.7 -r.
`S
•Legend: "Freshwater Dischatge (,I ll../l :69- t S ' Q1r"rl ' ,A.
c=Carcinogenic J
NC=Non-carcinogenic
A=Aesthetic
396-RPA-2005,rpa
7/6/2005

REASONABLE POTENTIAL ANALYSIS
Arsenic
Date Data BDL=1/2DL Results
1 36.0 36.0 Std Dev. 24.1235
2 41.0 41.0 Mean 40.8800
3 80.0 80.0 C.V. 0.5901
4 46.0 46.0 n 50
5 14.0 14.0
6 18.0 18.0 Mult Factor= 1.7000
7 63.0 63.0 Max.Value 104.0 ug/L
8 36.0 36.0 Max.Pred Cw 176.8 ug/L
9 30.0 30.0
10 94.0 94.0
11 58.0 58.0
12 79.0 79.0
13 42.0 42.0
14 21.0 21.0
15 39.0 39.0
16 8.0 8.0
17 14.0 14.0
1832.0 32.0
19 28.0 28.0
20 24.0 24.0
21 28.0 28.0
22 36.0 36.0
23 22.0 22.0
24 28.0 28.0
25 38.0 38.0
26 57.0 57.0
27 21.0 21.0
2831.0 31.0
29 ;
�._, 28.0 28.0
30 48.0 48.0
31 95.0 95.0
32 31.0 31.0
33 > 104.0 104.0
34 19.0 19.0
35 6.0 6.0
36 17.0 17.0
37 38.0 38.0
38 13.0 13.0
39 47.0 47.0
40 35.0 35.0
41 87.0 87.0
42 28.0 28.0
43 19.0 19.0
44 54.0 54.0
45 31.0 31.0
46 71.0 71.0
47 71.0 71.0
48 28.0 28.0
49 39.0 39.0
50 71.0 71.0
51
52
53
54
55
56
57
58
59
60
199
200
396-RPA-2005,data
-1- 7/6/2005

REASONABLE POTENTIAL ANALYSIS
Copper Selenium
Date Data BDL=1/2DL Results Date Data BDL=1/2DL Results
1 ;` 3.2 3.2 Std Dev. 2.5244 1 1 50 50.0 Std Dev. 16.5474
2 �3 10 5.0 Mean 4.6840 2 2 50 50.0 Mean 52.9800
3 19 19.0 C.V. 0.5389 3 3 76 76.0 C.V. 0.3123
4 r 10 5.0 n 50 4 4 46 46.0 n 50
5 ', 10 5.0 5 5 40 40.0
610 5.0 Mult Factor= 1.6300 6 6 31 31.0 Mult Factor= 1.3500
7 10 5.0 Max.Value 19.0 ug/L 7 7 47 47.0 Max.Value 114.0
8 ' 10 5.0 Max.Pred Cw 31.0 ug/L 8 8 40 40.0 Max.Pred Cw 153.9
:i
9 10 5.0 9 9 18 18.0
10 10 5.0 10 10 64 64.0
11 <F 10 5.0 11 11 75 75.0
12 <= 10 5.0 12 12 73 73.0
13 10 5.0 13 13 81 81.0
14 10 5.0 14 14 60 60.0
15 i4., 10 5.0 15 15 58 58.0
16 5> 10 5.0 16 16 34 34.0
17 2 1.0 17 17 27 27.0
184 4.0 18 18 52 52.0
19 _. 4 4.0 19 19 41 41.0
20 ti4 3 3.0 20 20 45 45.0
21 `',}4 10 5.0 21 21 47 47.0
22 < 10 5.0 22 22 60 60.0
23 '` 2 2.0 23 23 59 59.0
24 2 1.0 24 24 49 49.0
25 2 1.0 25 25 56 56.0
26 10 5.0 26 26 69 69.0
27 i 10 5.0 27 27 54 54.0
28 "`T 4 4.0 28 28 51 51.0
29 3 3.0 29 29 47 47.0
30 10 5.0 30 30 58 58.0
31 4 4.0 31 31 61 61.0
32 10 5.0 32 32 50 50.0
33 fk' 10 5.0 33 33 58 58.0
34 ., 10 5.0 34 34 37 37.0
35 ' 8 8.0 35 35 32 32.0
36 10 5.0 36 36 37 37.0
37 3 3.0 37 37 45 45.0
38 10 5.0 38 38 55 55.0
39 10 5.0 39 39 73 73.0
40 2 1.0 40 40 51 51.0
41 7 7.0 41 41 114 114.0
42 10 5.0 42 42 53 53.0
43 2 1.0 43 43 42 42.0
44 10 5.0 44 44 41 41.0
45 ' 10 5.0 45 45 27 27.0
46 f 10 5.0 46 46 66 66.0
4710 5.0 47 47 66 66.0
a1
48 10 5.0 48 48 50 50.0
49 10 5.0 49 49 55 55.0
50 10 5.0 50 50 78 78.0
51 51 51
52 52 52
53 53 53
54 54 54
55 55 55
56 •. 56 56
57 4; 57 57
58 58 58
59 59 59
60 60 60
199 f 199 199
200200 200
396-RPA-2005,data
-2- 7/6/2005

Whole Effluent Toxicity Testing Self-Monitoring Summary June 16,2005
FACILITY REQUIREMENT YEAR JAN FEB MAR APR MAY JUN JUL Aug SEP OCT NOV DEC
Caterer NE W WI'P chr 6m:32% Y 2001 - - Pass - - Pass - - Pus - - Pass
NC0024252/001 Begin:1/1/2001 Frequency:Q Mar Jun Sep Dec + NonCornp:Single 2002 - - P555 - - Pam - - Pau - - Pass
County:Catawba Region:MRO Subbasin:CT1332 2003 - - Pass - - Pass - - Pass - Pass
PF: 1.5 Special 2004 - - Pas - - Pau,>64(p) >64(P) >64(P) Paa.>64(P) - - Pass .
7010:5.0 IWC(%)32.0 Order. 2005 - - Pau - . .
Conover SE WWTP-001 chr Sin:48% 2001 - - - - - - - -- - Pass - -
NC0024279/(N1I Begin.8i1 n0(11 Fr;gt:e^r'.-n r,,a...r..t 11.. + ie,„.rr,......c:..ta_ 2002 Pass - - Pass - - Pass - - Pass - -
County:Catawba Region:MRO Subbuin:CTB32 2003 Pass - - Pas - - Pass - - Pass - -
PF:0.30 Spial 2004 pus - - Pass - - Pas - Pass - -
7Q10:0.50 IWC(%)48.2 Order: 2005 H - - H
Coover SE WWTP-002 chr Jim:48% 2001 - - - - - - -
ss - - Pass - -
NC0024279/002 Begin 8/1/2001 Frequency.Q Jan Apr Jul Oct + NonComp:Single 2002 Fall >96 >92 Pass - - Pass - - Pass - -
County:Catawba Region:MRO Subbasin:CTB32 2003 Pass - - Pas - - Pass - - Pass - -
PF:0.30 Special 2004 Pas - -. Pass - - Pass - - Pass - -
7Q10:0.5 !WC(%)48 Order: 2005 H - - H •
_ - . _. .
Canteetoea MSD chr lim:11% Y 2001 Pass - - Pass - - Paas - - Pass -
NC0032077/001 Begin:2/1/2001 Frequency:0 Jan Apr Jul Oct + NonComp:Single 2002 Pass - - Pass - - Pass - - Pass - -
County:Pitt Region:WARO Subbuin:NEU07 2003 Pass - - Pau - - Pass - - Pass - -
PF:2.85 Special 2004 Pau - - Pass - - Paas - - Pau - -
7Q10:36.0 IWC(%)1I Order: 2005 Pau - - Pass
CooleemeeWWfP-TowaofMockiville CHR LIM:2.1% y 2001 Pass ---- Pau. -_-- - Pas - - Pass - -
NC0024872/001 Begin:7/I2004 Frequency:Q Jan Apr Jul Oct + NonComp:SINGLE 2002 Fat 2.97 5.94 Pass - - Pass - - Pass - -
Cnrmiv Davie Reeks,:WSRO Subbuin:YADO6 2003 Pau - - Pass - - Pass - - Pass - -
PF: 1.5 Special an>r par - Pass,>6.4(p) Pass - - Pass - - mass - -
7Q10:106 IWC(%)2.1 Order: 2005 Pas Pass
Cornerstone Carillon,LLC Chr Lim:90% 2001 - - - - - - - - - - - -
NC0085731/001 Begin:4/1/2003 Frequency:Q Mar Jun Sep Dec + NonComp: 2002 - - - - - - - - - - - -
_ <Am Ax C,111 ...M . CO --
Foal
PF:0.0316.,. -- Special 2004 Pass - Pass - - Pass - - Pass - - Fat
7Q10:0 IWC(%)100 Order: 2005 e45 >100 Pass - . . _ . . .
-
Corning Inc.-Midland Fiber Facility chr lim:1.0%;pf>0.107 chr lim is 1.7% 2001 Pass - - Pass - - Pass - - Pau - -
NC0086169/003 Begin:5/12000 Frequency:Q Jan Apr Jul Oct + NonComp:Single 2002 Pass - - Pass - - Pass - - Pass - -
County:Cabartus Region:MRO Subbasin:YADI2 2003 Pass - - H - - H - - H - -
PF:0.107 Spacial 2004 H - - H - - H - - H - -
7Q10:30 IWC(%)1.0 Order: 2005 H - - H .._ .- _
.. _. _ ,
Correa,Dept Of(Caledonia) 24hr p/f se lim:90%fthd 2001 Pass - - Pass - - Pass - - Pas - -
NC0027626/001 Begin:10/1/1997 Frequency.Q + Jan Apr Jul Oct + NonComp:Single 2002 Fa Pass - Pas - - Pass - - Pass - -
County:Halifax Region.I1JW nubbasin:RuAua 0u Paso - - Pass - - Pass -- - Pass __ ..-
PF:0.8 Special 2004 Pas - - Pas - - Pass - - Pass - -
7Q10:1000 IWC(%)0.12 Order: 2005 NRIPaa - - Pass - -
Corree,Dept Of(McCain Hospital-001) chr lien:67% 2001 Pass - -- Paas - - Pass - - Pus - -
NC0035904/001 Begin:9/12004 Frequency.Q Jan Apr Jul Oct + NonComp:Single 2002 Pass - - Pass - - Pass - - Pass - -
County:Hoke Region:FRO Subbasin:LUM5I 2003 Pass - - Pass - - Pass - - Pass - -
PF:0.20 Special 2004 Pus - - Pass -- - Pass - - Pas - -
7Q10:0.15 IWC(%)67.4 Order: 2005 Pass - - Pass
Cousins Real Estate-Gateway Village chr lim:90% 2001 79.4 Fa <30 Fa Fa NRM H - - H - -
NC0086517/001 Begin.7/12001 Frequency:0 Jan Apr Jul Oct + NonComp:Single 2002 H - - H - - NR/Fsa NR/<45 NFU<45 NR/F55 NRM H
County.Mecklenberg Region:MRO Subbasin:CTB34 2003 H - - NRM NR NR H - - H - -
PF:0.050 Special 2004 H - - H - - NRM - - H - -
7Q10:0 IWC(%)100 Order: 2005 H - - H - _ _ . .. .
'1CP r AsWivWfAilini tU001' " - eau lim:1.4% 2001 >99 - - >99 - - >100 - - >99 -
N00000396/00b 11gla1/12004 Frequency:Q Jan Apr Jul Oct + NonComp:Single 2002 >99 - - >5.6 - - >5.6 - - >5.6
County:Buncombe Region:ARO Subbuin:FRB02 2003 >5.6 - - >5.6 - - >5.6 - - >5.6 - -
7010:375.0 IWC(%)NA Order 2006 >5.6 >5.6 - >5.6
Y Pre 2001 Data Available .�
LEGEND:
PERM-Permit Requirement LET-Administrative Letter-Target Frequency-Monitoring frequency:Q-Quarterly,M-Monthly;BM-Bimonthly;SA-Semiannually;A-Annually;OWD-Only when discharging;D-Discontinued monitoring requirement
Begin-First month required 7010-Receiving stream low flow criterion(cfs) +-quarterly monitoring increases to monthly upon failure or NR Months that testing must occur-ex.Jan,Apr,Jul,Oct NonComp-Current Compliance Requirement
PF-Permitted flow(MOD) IWC%-lnatream waste concentration PIF-Pass/Fail test AC-Acute CHR-Chronic
Data Notation:f-Fathead Minnow;•-Ceriodaphnia sp.;my-Mysid shrimp;ChV-Chronic value;P-Mortality of staled percentage at highest concentration;at-Performed by DWQ Aquatic Tax Unit;ht-Bad test
Reporting Notation:--Data not required;NR-Not reported Facility Activity Status:I-Inactive,N-Newly Issued(To construct);H-Active but not discharging;t-More data available for month in question; -ORC signature needed

imap://[e-mail]:143/f...
• Subject: Re:NC0000396
From: Trish MacPherson<[e-mail]>
Date: Thu,21 Jul 2005 13:10:46 -0400
To: Sergei Chernikov<[e-mail]>
no-they send us an environmental monitoring rpt every other year I think and there
appears to be no thermal impact
Sergei Chernikov wrote:
Trish,
I am working on the renewal of the permit for Asheville Steam Electric Plan. They are
asking for continuation of their thermal variance based on the fact that there have
been no change in the biotic community in the receiving waterbody as evidenced by
their studies. Do you have any objections against renewal of their thermal variance?
Sergei
Trish Finn MacPherson
NCDWQ
1621 Mail Service Center
Raleigh, NC 27699-1621
919-733-6946 x238 FAX [phone]
1 "f 1 7/21/2005 1:26 P1s

W ATF Michael F.Easley,Governor
9 William G.Ross Jr.,Secretary
0' pG North Carolina Department of Environment and Natural Resources
Alan W.Klimek,P.E.Director
i Division of Water Quality
.‹ Coleen H.Sullins,Deputy Director
Division of Water Quality
October 27, 2005
Mr. William A. Phipps
Plant Manager
Asheville Steam Plant
200 CP&L Drive
Arden,North Carolina 28704
Subject: Asheville Steam Electric Plant
Fish Monitoring Plan
NPDES No. NC0000396
Dear Mr. Phipps:
The Water Quality Section has received the Asheville Steam Plant fish monitoring plan
submitted October 17, 2005. Thank you for providing this information for review.
After reviewing the proposal, DWQ staff members expressed concern regarding the location of
the three sampling stations as proposed in the plan. Specifically, the location of the downstream
transect(DN) appeared to be in close proximity to the discharge sampling transect(DI). In our
opinion the DN transect should be moved further downstream to better bracket the influence of
the plant and provide a longer survey reach. We contacted Mr. Reid Garrett of Progress Energy
to discuss this concern. Mr. Garrett agreed with our comment but stated that difficulties
involving river hydrology and access precluded moving the DN transect further downstream. He
added, however,that his staff would further explore the area around the river and attempt to gain
access for relocating the DN transect.
The Water Quality Section therefore approves the October 17 plan with the condition that
Progress Energy staff attempt to gain access and move the DN transect at least 1.5 to 2 km
downstream of the present location. If this is not possible, fish sampling should proceed at
locations indicated in the October 17 plan and a discussion of factors that precluded movement
of the DN transect should be provided in the final report.
Thank you again for your cooperation. If you have any further questions or comments please feel
free to contact me at 919/733-9960.
cerely,
Jimmie 0 verton
ie', -nvironmental Sciences Section
cc: Dave Goodrich,NPDES Unit
Roger Edwards,ARO
Dr. Luanne Williams, DHHS Environmental Epidemiology SectionarDENII
�*a
N.C.Division of Water Quality 1617 Mail Service Center Raleigh,North Carolina 27699-1617 [phone] Customer Service
1-877-623-6748

imap://[e-mail]:143/f...
Subject: Re:NC0000396
From: [e-mail]
Date: Wed,28 Sep 2005 14:19:26-0400
To: Sergei Chernikov<[e-mail]>
I did, and had no comments. Thanks for checking. I'm up to my neck in
power plant permits!
Karrie-Jo Robinson-Shell, P.E.
Sergei Chernikov
<sergei.cherniko
[e-mail]> To
Karrie-Jo Shell/R4/USEPA/US@EPA
09/28/2005 02:12 cc
PM
Subject
NC0000396
Karrie-Jo,
I was wondering if you had a chance to review a Draft Permit for
Asheville Steam Electric Plant (NC0000396) .
Thank you!
Sergei
Sergei Chernikov, Ph.D.
Environmental Engineer
NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
phone: [phone] ext. 594
fax: [phone]
1 of 1 9/28/2005 2:40 PM

imap://[e-mail]:143/f...
• Subject: Draft permit Reviews(2)
From: John Giorgino<[e-mail]>
Date: Fri, 19 Aug 2005 14:32:13 -0400
To: sergei chemikov<[e-mail]>
Sergei, I have reviewed the following:
NC0034860 Schneider Mills WTP
NC0000396 Asheville Steam Electric Plant
I have no comments. Thanks for forwarding them to me.
John Giorgino
Environmental Biologist
North Carolina Division of Water Quality
Environmental Sciences Section
Aquatic Toxicology Unit
Mailing Address:
1621 MSC
Raleigh, NC 27699-1621
Office: 919 733-2136
Fax: [phone]
Email: [e-mail]
Web Page: http://www.esb.enr.state.nc.us
1 of 1 8/19/2005 2:33 PM

Public Notice State OfNC
Environmental I
Management Commission,
NPDES Unit
1617 Mail Service Center
, Raleigh,NC 27699-1617
Notification Of Intent To
Issue ANPDES '
Wastewater Permit
On the deb d thorough slit
review&ccdimtion of NC Gen
Stat 14321,Public law 91-500 8 1
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Cortailory NC
I M9<ri AFFIDAVIT OF PUBLICATION
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Elimination System(NPDDEschargerS))
imosteinalertote person(s)listed below et
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dateofthsndi� .
VVr inert Pro
theposed remit will he BUNCOMBE COUNTY
accented until 3 l days after the
publish dile of this notice.All SS.
mrm>e is received prior k
that dote are considered i the NORTH CAROLINA . .
find determinations regtsdn9
the proposed permit.The Dir
of the NC Div of Water Quality
may decide to hold a public
meetingfax tea Before the undersigned, a Notary Public of said
percehemit should the Division red
public
County and State,duly commissioned, qualified and
Ccpiim of the supporting it a authorized by law to administer oaths, personally
`�to u thedeterre appeared Darryl Rhymes, who,beingfirst
present in tte watt perm[[are duly
t ofmaupon request&paY-m roc PPe rY Y
- sworn, deposes and says: that he is the Legal
ion Mil arrrTlPrllS aLibr re
g.asts for info to the NC Divi
Man of water Wordy at tree Billing Clerk of The Asheville Citizen-Times,
dame addressortail the Paid
yrBranch engaged in publication of a newspaper known as
ad San. Mere induce the
NPDES prink meter(at- The Asheville Citizen-Times,published, issued,
faded) in arty communed}
� n'
,�itDi o c and entered as second class mail in the City of
in,at 512 N.Salsbury St,Rat
eigtn,NCV 11- bete the Asheville, in said County and State; that he is
Bin-Spuntore iewmoonfie.
Erneritusam C1E01 USHwy le authorized to make this affidavit and sworn
E Harerar elle NC75A2)ha
aPpledfor reseed d NPDES
J IA permit NCC0R20 fa tie Fee statement; that the notice or other legal
Herder.,cd.The' rendflec advertisement, a true copy of which is attached
2S®got per da•healed%cite hereto,was published in The Asheville Citizen-
wde r iia Clear Croak n the
,�t >dv Times on the following date: August 5, 2005
rye are Atter a din,funded
ThecisCvgemWdfedfulue newspaper in which said notice,paper, document or
dlocaliae in this part[,of time
FrerdiBroodRiv -Bc legal advertisement were published were, at the
Modic,Co Bard of Edrm
tion(5T33 US Hwy 25-70,Mar- time of each and every publication, a newspaper
shall,NC 2E753)hcsapplied kr
KQ- renewl f N meeting all of the requirements and qualifications of
permitted Section 1-597 of the General Statues of North
alit), dscharges 0E6 MGD
tocoder to Shelton Carolina and was a qualified newspaper within the
Laurel Creek in tie French
Brood River Basku
;ty I " meaning of Section 1-597 of the General Statues of
BOD is eater ed
Thischcrge may is portion North Carolina. •
theFred Broad R.iverBasil
Tte TON1 of Hot Smits(PC
Bou 218 Hot Sates NC 794[)
hos =fled for reretwi d K�. Sign this 5th, August 115
NPDES perm$N�for ,
tte Hot Spiro tMNTP ii Mat
can Ca This permitted U>ofdy
d•:hones 0B MGD ire oloc
vi e-I I Frenclote h Bron
River tithe Freda Brca1 Rive �
• Bash Curre in,BOD&Tab (Signature of perso }king aft-Kix/0
Raided Cherie ere Ade
cuddy failed This dSIna!# -
tray died future dloaifas 1r
this pa'tan idle re
French Brox
RtierBain.ri of Hat Sprig(PC
The T Sworn to and subscribed before me the 5th, ,14.)44.4f,,
Boc218Hat Sprin9sNC7E4f) ����'� '<<•y
NPDESpermitNCCmend L041sa)fo K August 2005 �_�,' JOVE A '''s,
tte Hot Sprigs HoareAuthority WWTP in Walser e \ i
ss
CThis rermitled QUI MGfacilD =Q NOTARY T1►
vcstemater to the Fred, a Y .4 S i E— •-
Br�d River ii the`Frencfi
ti
Band River Bain.c rrede �`► '
delift
aWily
ed. ie �AM A.PP:mw a _ ' ,' iil. �j
ere eater limited.The 0_ . _ ji�.�.
dsdagermyaffect fidyreat (Notary • blic) %,,4' ' - �''
French B R loattiors in thisB My emmission expires the 3rd day of stpx6fh6e :,'''��
.Tan d Was Hit has.• rnueitiut,'
bl'> for renews d •_• -! 2008.
•n.. for its • Hill
• -pen
milted .rdy• �rcrga
traded•. ‘--- w�tewderlc
Gabriel r:: ' tie French'
Brand Qrn3ttN
BOD, '•• �.,•:: fear
cc(. &ictal . • Cala
-are miler 4diN
discharge may
tyre dixati s in theradian• .
thereceivi gstr�n

Ill IUVII U Iram I ml
died kr rerewd af remit 2008.
/1 N7151 fa is Mars Hill
,WWTP in Mad®n.This t
t0 Trifled imldy dfsdivge
treated donhaticw cslev dart
Gored Creek in the Frendi
Baud Riva Basin Currently
BOD,armmia nitrogen fell
Aliform&told resildud dib
rine cre viler molly Bitted
This cistage may affect fu
turedbmtias kilns rartim d
thereceivirestrearn.
Waterford Place Property
Corers Assoc, Lakeview
Court, Brevard NC has cd
Pied for remind of NPDE5.
1�vw1 m, pe it NCO35�S for its Tacit
I•` C�.arity.This permitted facility
dsdharges treated wastevoo
ter to Hunts Brandh in the
French Broad River Basin:
Currently,CBOD&arrnorlio
nitrogen are water quality lirn
fled.Thydisdhagemay affect
future all aotias in this por-
tion rite wdashmt
Cods American-Sylvan Plan
NPDES Na NC010133, PC Ed ee'
Bac 670,Toccoa GA 377,the
adied for renewal of is per
mit cisdv9ine LP to CUM
MGD domestic-typewadlerwa
ter lo Gallo/cry Creek in the
French Mai River Bcsit
Curnrmty BOO,arrmmia ni
troger,fend aliform&kid
radd diarte are water
=Sty limited This dechacge
rrwaffed future dknotias n
thisportondthe river b in.
The Tann of Raamh his m
Pied for renewal.d permit
CNlJCIP15+16 fa is Rcsma
'r WWTPinTrasYtvviaC&Ttk
remitted foci* ckictaga
healed cirnestic we ode t
the Frit Bow Riva in One
French Baud River Bait Qr,
renN BOO,arrrvia ritrceat
fecal adfiform&told ',sari
dierire ore vada fixity Gn
ited This&dirge mai died
fuluredtwdias in thisratan d
FKedhBrc1R7verBosit
Prrs3036 Energy,233 CPBL Dr.
Aram.NC 2370t.Brom-ix Co
NPDES dsdhuge rarrit fa
Astevlle Shan i edric Pone
Plc#(#N101>)S16)dschc9it
bile French Brand River rite
Frtl d i Bract River Basin•The
tatty modes two airfoils,01
(a eltiocgh rcnmiad cod
ig water-cisdoges to Lite
Jufim),&Wi(ash sattlig par
dns to ). OrreiN al A.
Mass laid sssdad sdhds 8
rreairy are wafer godly Fn
iled This cis:r age may died
fuhredkufias nthispctnh d
the Fredh Boed River Bit.
Brim/toadNs
aod Sib: vh (41 Da
Creak Rd #1, LeioEder, NC
2i943)hxc * brere add
NPLES print 14:015932
Y I�
n BuarrteCa This r>amitiec
toaTlycurrently dhsd i 7St(
gi per day treated wastewater
into Dix Craft in the Frail'
Brood River Bcsn.Currently
BOD&kld rsshdd drlorrecre
vada cidM!idled T)is cis
charm nuy ailed future diom
tiers in this paiim dine Fiend
Braxl R)verBxih.
Ccrolirn Water Service,tncc d
NC(PO Boa 24133013,Chirttte
NC MA) has cpplied kr re
neAd of NPDES Permit
' �icr the Bent Croak
Bun:unite Ca The
remitted fadfny axrelfy ds
doges 100000 gat Per day
leafed administer iib Water
Creek (Bent Creek Rcrit
Lake) it Its French Brox
River Basin.Currently,BOD
(cat residual dicrie are water
gdity limited.This Idisdrrge
may affect future dbadias e
ttispartianofthe French Bron
RiverBxit
Sem Cmrnatw (PO Bmf
2305,Ateville,NC 23E02)the
mPited for mend of NPDE`_
.�r remit N00075610 far the Rase
Y P wand MHP_WWTP n BUT
carte Co.ilv current,/dsdrages Min
gal per day treated was-two
ter into Line Creek in the
French Broad River Basin.
Comity,BOD,c rrrnain re
Magri,te>ddd
cre water gid
c{Edage may affect future at
nadirs in iht.patm ci the
French Brat River Birt
August 5,2305 (1 3138)

•
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY
�1411
MOWREGION IV
343 COURTLANO STREET
ATLANTA, GEORGIA 30343
August 11, 1988
REF: 4WM--FP
Mr. Clyde Baldwin -
Division of Water
KY' Natural Resources & Environmental
Protection Cabinet
Fort Boone Plaza
18 Reilly Asad
Frankfort, KY 40601
RE: 316 Golence for Permit Reissuance
Dear Mr. in:
. Questions have arisen as to what procedures and activities are necessary in
reissuing a permit for a facility which has thermal limitations based on a
previous variance granted under Section 316(a) of the Clean Meter Act. The
following is provided as a follow-up to information provided at the February
1988, EPA/State meeting in Destin, Florida.
A thermal variance granted under S316(a) terminates on expiration of the NPDES
permit of which it is a part (Attachment A). Procedures for a reissuance are
virtually unchanged from an initial determination. The amount of data necessary
to support the variance at the time of reissuance will probably be minimal.
Braver, if conditions have changed materially, a significant quantity of informa-
tion may be needed.
NOTE: To the extent that permittees are unaware of these requirements, they
should be notified of then expeditiously so that they can be prepared.
The general procedure is as follows:
1. The permittee must request that the variance be continued, preferably at the
time of permit application. At that time, he should provide a basis for that
continuance. The basis could be as simple as: (a) plant operating conditions
and load factors are unchanged and are expected to remain so for the term of
the reissued permit, (b) there are no changes (to his knowledge) to plant
discharges or other discharges in the plant site area which could interact
with the thermal discharges, and (c) there are no changes (to his knowledge)
to the biotic cocnunity of the receiving water body which would impact the
previous 316 determinations.
2. If the permitting authority agrees with the basis, appropriate permit condi-
tions would be developed; otherwise, additional data would be requested as
needed. Request for additional data must be made within 60 days of receipt of
the application (Answer to Question 7, Attachment A). Additional studies can
be made a permit requirement if needed (Answer to Question 7).

r' t
Page 2
August 11, 1988
3. The Fact Sheet/Rationale should contain a summary of 316 variance activities
from the ,previous permits (dates, determinations, limitations, etc. ) and an
indication of the proposed basis for continuing the 316 variance. Sample
language is included in Attachment B.
4. The Public notice requirements are contained in S124.75(a). Sample language
is also included in Attachment B.
Should you have have questions or need assistance, feel free to contact me at
404/347-3012.
Sincerely yours,
C2.L
Charles H. Kaplan, P.E.
National Expert Steam Electric/Water
Enclosures
cc: Mr. R. Bruce.Scott
Identical letters sent to all states in Region N

`i Progress Energy - 0-. --__ -PI_
tom_ g
11 14\
NOV 1 7 2005 . .
-'
Certified Mail: 7002 2030 0001 7129 6990
File No: 12520-B-01i ..,.,-
.1---
November 7, 2005 :;>= 1
Dr. Sergei Chernikov
North Carolina Division of Water Quality L
NPDES Unit /� f _ f.
1617 Mail Service Center j22�.c,,`Vc�l idt_; e,"''°"'' 0j
Raleigh, NC 27699-1617
Subject: Carolina Power & Light Company dba Progress Energy Carolinas, Inc.
Asheville Steam Electric Plant
NPDES Permit No. NC0000396
Draft NPDES Permit comments
Dear Dr. Chernikov:
It has recently come to our notice that the letter with comments on the draft NPDES permit for
Asheville Steam Electric Plant was not submitted to your office. While it is understood that the
comments were to have been received by your office within 30 days of receipt of the draft
permit, it is hoped that you will take these comments into consideration before issuing the final
permit. In addition, Asheville Plant's demonstration of compliance with 316(b) was included in
Attachment 8 of the NPDES permit reissuance submittal. Your cover letter did not, nor did the
draft NPDES permit, comment on this submittal. Progress Energy respectfully requests
approval of this demonstration of compliance.
If you have any questions please contact Louise England at [phone].
1 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. l am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for
knowing violations.
Sincerely,
/./." .••••,.4.
William A. Phipps
Plant Manager—Asheville Plant
Progress Energy Carolinas,Inc.
Asheville Steam Plant
200 CP&L Drive
Arden,NC 28704

, .
Asheville Steam Electric Plant
Draft NPDES Permit Comments
PART I
Section A(2). — Effluent Limitations And Monitoring Requirements
• CP&L respectfully asks that you reconsider our request to make the limit for mercury
effective one year after commencement of the second Flue Gas Desulfurization (FGD)
system's wastewater being discharged to the treatment facility instead of the first FGD
system's wastewater being discharged to the treatment facility. The FGD system for the
first unit is projected to begin operation in November of 2005 and the FGD system for
the second unit is projected to begin operation in June of 2006-a difference of only
seven months. This seven month extension will provide an opportunity to fine tune the
treatment system for the entire wastewater flow.
Section A.(6). —Stormwater Monitoring Requirements/Qualitative Monitoring
• Because the permit does not require analytical monitoring, the first sentence in Note1
should be omitted and the second sentence in Note 1 changed to"Qualitative monitoring
will be performed twice per year, once in the spring (April—June) and once in the fall
(September— November)."
1

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_' / �. �_ _ i r•r V QY �prl :u F: � ''` 1 t" [, . /`\ •cl• ( � t 6�
�2� -'�`c -- - -art^.�►+ {�.,, �`' ' �� •� � •• � . +��,. � . �}
•1'V(.' `. �d ) I ��cf-•sYT• .•. i ' .y�'i q •r, M 1- W
r-. 1 � , : ?' • 1�,• � `` J • • i,-•�.t " 3 rlfa.. I. � �.� ..•�11 � .\,. � � Pt{�li V
L .SilOa7r" �q���-•r •� J •. l J! - ( • _ Q� �i .�.t� •1►' -� `RA �''!
�... r .'Dam [ .i ` J ; 1 ; . _ r.I �' ` • v
Owen.; t;resk— '- f/'—�.— ` \ii ' lg , ••�R'\�:.. • r .��\\
,.. • f � � e.7► i ``\� v��� '\ . \ J .'^ •T � N'. 1tCf Cr�h } �,� i• ` : i' • •. .•�
71 OF hf I - .i �'� �. •�' .1 •'I �. • f. •
Powell's Creek
SRO Wit
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Aw
Progress Energy
Asheville Plant
NPDES Application
§316(b)
June 2005
Figure 2

This Map Was Created By Buncombe County NC, Awdffiftw� I.
Progress Energy
Asheville Plant
NPDES Application
§316(b) Figure 3

Unit 1 48300
gpm X 2 = 69.55 MGD
X 2 = 139.10
MGD
Unit 2 61500
gpm X 2 = 88.56 MGD
X 2 = 177.12
MGD
316.22
MGD
conversion MGD X
1.548 = cfs 489.5 cfs
Large rectangle =
143 X 10 = 1430
sq ft
Minus 1/2 of each small
rectangle = 1315
sq ft
Post sq.ft. = 2 X
10 X 7 =
140 sq ft
Minus post area =
1175 sq ft
total open area =
1175 sq ft
143 ft
11.5 ft WALL 2 ft
10 ft. T OPEN
7 AREA 1
intake velocity =
489.5 cfs / 1175 sq. ft. = 0.42 fps
Figure 4
no scale

350
300
250
p 200
150
"11
50
0
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Monthly Average Flows
Progress Energy
Asheville Plant
NPDES Application
§316(b)
Figure 5
—� 2000
�- 2001
2002
-- 2003
— 2004

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_
RELOCATE EXISTING HANDRAIL '
DN NORTH UNIT
It1(aK6
SIOE OP 1 To
NORTW SIDE OF UNIT 2.
' 2B'• P
I
1
s �
V
DBE
L
N "I
EI,.217636
}},,
R� —'LREL.'QS4.73 .1 i
*
^I
TYP.
_S �7
• Itl�zu-Y w) a -la-a
11.11-1 Ilia
y �•1�
_ 1 -
� I
All'! PIPE%
PREMOLOED ' I� 111 I•PJP
JOINT FILLER ' I el, EI ,-
(I'PJF)
_XIST INTAKE
EL 2:GT.94
�I
�I
~NOTE
THESE PANELS TO BE
POURED AFTER •,5d
PIPE HAS BEEN SET
a IN PLACE.
N
OPEN LApO�OTIR •Ni
r� I OFl RppRAINaJ' OR i r
VOA-tC.J I 1 I I �. 21aa.00
pit EQUAL WITH � T / 'Al/
J %
• iaa THRO.ONE EN I c1U
A]
EL
zi
—
g SECTION B- B_
4 ._ vq J 3'.-Li..� ' �- I . t
TEHR7RWZY WGLLgc
REMOVED 1
fa Ift1 EL, xIL8_01 oGr as o11 1 6Y E
EL 21005
MAX. NWL. 4 COu cT .IpI NT -•
ClEly
0�
N.W.L. . a; S
EL.'pW.Od
OES LW-L.
EL E176m
eL.454.ar ! i Co..ar Ja T'l -
PLAN ) EL- 2168'-O'
$GALE : !4­ I:o'
STOP LOG RSC x tN GUIDES
TRAVELING ERNE SCREE\
WDES 1
SUIEW GUIDES u_':a5
I
TI
4?
I
Ba
J%7L.—
a � I 111;
I ..
�• �.
monollum"I'llill
LOPE O
- �• ._ - - EL 21G70d n� j Wom "IL( EGCS
r
L - '
UNrT xl I UNIT •2 T T
-1t BG.c 1 x etz EXIIJTI WCT /s
SECTION H-H
_.NOTE:
THESE PANELS TO BE POURED SECTION 0-0
AFTER -4'4 PIPG HAS BEEN SC -ALE%
SET IN PLACE.
aREc-twe.pe -
T.RR'L. LIa.7.Ma GA UX EL fwt-so f� °' TN .1�C
E
In
b
d FVc
--- — —' rc AEsro. TYPICAL CONST. JOINT
LATER ECXAJT, u.rOw) - - DETAIL r•2
LATE-� n y �•
4-1
APc fi�.21'J9.ea 'tt lu
OETAI L — C
�apROUT (TYF!)
F ,
It BY OTNHR % Ir
• . _ . ..: 'd IG���� GIC'O Q
_ IC a'ar.' FIAj P,Aw
CL. 2168.00
tr 3 L I•a I'w
3-; SECTION G-G
LE;'c.f-d SECTION J-J
�J--IrW„F-I}+g- 2's. tali I'x to FLAT BAR
CNNO rE
f
S- SEd. 3LA15
4SIr
SECTION A -A
scAa:li •ro
B STRAPS 1t
e6'o.c.---1.•PIP(SECTION
5CA LF-7le
e'-II' l-6' SECT. E•E
"
SECTION E-E
u r.4.
C-C
I-e - -
"1;i1•;
Fot GE +E ZOL orEs 2EF ERFNCE CWGb.
ALL EMBEOPEP STEEL TO BE FIELD PURCHASED
UNLESS OTHERWISE NOTED.
ANCWOR BOLT 5CHEOULE SEE OWG. AB-I5-I
DRAWN
_ �
, ' -
- . ":,.�
''
�� - •%:-~•
BROWN &ROOT, INC.
,� ENGINEERS AND CONSTRUCTORS
HOUSTON, TEXAS
CAROLINA POWER & LIGHT COMPANY
ASHEVILLE STEAM ELECTRIC PLANT
1971-200,000 KW EXTENSION -UNIT NO. 2
MANIRR TITLE
CONCRETE
tORTRAOT R0.
CF-32
GATE
suLElAs �D�ec
D
P 41
nE1KA 0..DRAIN . AODED TIMP FE jM{ a-G
C
+,-4a
Awca PIPE SLEEVE
L0.
PM
CYELLEO
B
E•.vjRMacpDKF,LMLPPNTC
MPE W"4 MI_.RIA.E�---CN
ADpEL T7IENDN N7PP.SL•EAPDED SCT" D.aEc,. F:f__
Ra
_
-
�•-P.. ...--•—
1►P OT
INTAKE STRUCTURE
A
-LT•
RCYIaED_TPP 3L AE ,ictT lPRc E•E {F-F.AhrS A
A.
PI(
_G
PLAN TOP OF SLAB
R A A DR►NIRR R0.
C-219 0
't0
I.]SUED FOR cpN%TRUGTION
PIS
CG'-
CUSTOMER APF.
RI.
NATE
RETIsIRR
RT
RUE.
Arr.
SECTIONS L DETAILS
-G
-F
-E
C
A

r
. 1
G-170903
A N
I
1 B
D
1 E
I
G
N
I
2 3 14 5 6 7 8 9 1 10 11
PLAN AT CL.21G6.0
ESCRVIC. A)MP3 WSW Ili
1
SECT A -A
WASS APES
T GB.00
S Th ThE
I 1 EL NSl.o
-i f0T SS
I'` y♦ I T
. FORpocicQHPAAENTIAL -SECT 5 -5
I'- 0 r+ PLAIN STEEL ROD LCWL CONTROL . SECT T - T
(GALVA NIL F DI z., 0 # • f- D
SECTION ELEVATION TYPICALGONST• JT OFT SECT R -R
DETAIL
c (IN GUIDE IS
Brun%- 1EL 44 Eous
BY FIELD -
A BLOCKY- . ELD
NC FORH
SECT V-V
SI'-o
RI
N A}•- 40 W=FO
-W.PUNP BASE TAPERED- DOWEL
BY MFR M
LEVELJ1Yr I .•'.I '10� GROUT
I -
B 2 I I I I PACK SLEEVE VRTH GR-)UT
�(I;1 NIX)BEFORE FINAL SETTING,
NOTE: 8K OFF ALL LEY. I OF'SUB-SOLE PLATES. _.
NUTS AFTER WEDGES
NAVE BEEN SET FOR
GROUTING.
SECT u-u
I •I'-O
SECT B-B
ANCHOR 800 SCHEDULE
IM i•
'-T.rtx r:na rrn >Q Tms' -'
} — e
_ ��1i ANCHOR 3•TNRE6D(yyJI�1^-�I111}��
NUT �I�F
�iYF[Y TYPE$TYPE TVR .i
SOLT INUTI SLEEVE ANCHOR t :TO►},
®ooZIMPoem
lmm
mompMn®mn�n
mmaooa��E310
emm�m��ameem�
m
NOWElm�
Omavv®
mv��T�o`1,'cl
Em
KEJ
WvWo
•1
W
WYY�®mOOOm
mmno�©meeveo
mnuo�©naamo
mnaomm
omwm
no
I
QUANTITI ES (NET,51' MELD EICEPF AS NOTED)
CON- CLASS•B• (5000PSI) ti6g W_Y�3•
CONC cuss•D' 10 CU 05
LADDER RUNG5 AS PER DET'w 136 REQ'0
MP112 SHEET PILE 74 UN FT
# It'GRASS PIPE 100
N .._.• 37
WATERSTOP(O- POLY VI TL CHLORIDE
OR ISGA.COPFER) 44UN PT F
1•PKEHDLOED JOINT FILLER .. 4.0 54 Pr
S•A YUIN 25 Soo OR VLI-
M, 2 REO'D
-8'CALV. STEEL Pro[ L'-G 1L)wIJR iLND. RAWC 1'EEO•D
D.• ___._ fQ LW_.. ..I EM'D
2 R14.O
-:. I. RED
lORAPSKOR_DOLTS SCE SCkEOULE �T%IS SR[E7 I.Y-7 SOLE PLATE-SEED-1T090A_ 5YEA'D
ZT -I.FIO LRWD -
...
CONCRETE SHALL "81•CR %S; l"'IIKt'� y�
kEE SPECIFICATION UpC0-1,.. ; LFORA�':. 21
LRETE MASONRY.'
ANCHOR BOLTS, EPIKDDED3RELEOiCTnND11ITS, -
TOBE SET NI POSITION BEFORE COWAETE IS AAce0 H
.-OAT ALL Ex
"SEO STEEL FOR FUTURE
-e.%rENSION WITH EITVNASr1C(LAODER RUMOS
INCLUDED).
REFERENCE DRAWINGS
UST OF DRAWINGS
A-110744
INTAKE STEEL A SCREENS(A-S)
G-171045
C•W. PUMP- (C.H. WHERLE I
151-1 so
C•W.S.-INTAKE-HAS SN2
fi•11090�
C.Ws•1 NTAKE- REINF SHI
CIeC1)LATING WATER RPE (A-SI
0-TIO905
G•11104G
C.W.s. BLOCKS u,la ((S
0-17091G
.INTAKE HOUSE mNWIt Gf1011MpNG
• aUGHT1W PLAHr(EIECI
G-111134
TRAV. XREUI-AeRANGV1EMr(uN%-
I I-105G K
•TON DET•S
157-1057 .
YARD PINN4 DET'SIIKTAEE STRUCTURE
PIRN6�ncCH)
�ffREEN VN5H 5[RMCE/IMN(WRTMM6
_ G-Ilpll!
' '787.14T6
Bfv: il-RBIwu iND%— "I
ELW'SSAH 011SIrNL TRFlNAY4
I B7}LE,A,:ei�Lwlidie v�A40uiL: AMItsyAlf 6T I u
RA LLU y M y
(7•
3r ORAL LNOr
WORK THIQDAAWING VATH G-f10904
C
CAROLINA POWER 8 LIGHT COMPANY
SKYLANO STEAM ELECTRIC PLANT
i}
tfAA - —.000 Av INSTALLATION - UNIT W. I
CIRCULATING WATER SYSTEM
N
INTAKE-NAS 5H N01
erwaco r[NVICb IHCONPDNATIm New roRK
(
,
rnAj'•IO
m
P.rtM 23,1962
vn.9EK-M'0
PAc�svER1
' -
G-170903
aTSI1KilLt
cLS
18
l9
C:

a
G- 170908
A
w
�i TWIT
WCAVA 41 FISAJ
0—
C Imm OF 3WITCHYARD
D
_t BOILER -I'
0"T
E
AN
lit REOIF BY FIELD
G
0 M
EXISTING
N 'REEL
41
PLAN---:::-'.. ELEV
ROCK
is EvEw rwAT woEks AIMED wwas DID HITT'
ITOPWItCT
FTG 7TYPE-_F4'_ (2 BUILT)
STRIKE ROUE THE SURFACE INSTALL r+
STANDPIPSCZEvE To RoCk AN D FILL WM
Cast _RLTE TO FORM A STEEL PIPE PiU[.GOWELS
SEED, PIPE INTO ROCK To DrE
W 7 UPLIFT RESISTANCE
COKC, PANEL
ELEV C-Cftj",
CONC -a I,
ELJEV,DD,,f(u�
2
ISYM ABOUT _ NOTED
A
IN FXAPIES A. Io C 11; .4wl, Cl-
"Our Is COL�o ­7 �V­_ DRILUD INFIELD 11CONC PANEL TYPE X
PANEL
r"i tat Ir
PN BAR WS044
VIKILES 47 ROUT OR CONC BLOCKS
FROM wva-'
OF COPLLADIXS_
PANELS TYPE I
(ZOO REam
!AL BLOCKS' C-6LG
.4 BAR "L6 AT CENTER
3leCONC SUICKS V-0 L6
144 rIL3�10LGATCEWEIL
C TO HAVE C
MS TYPE 31 USE CASOSOVIG RODOM ZISSM
AT FR klKs ki tc; ~ AT COL 9
SECT- L-L D
NOTE: ARRANGEMENT IN THIS SECT
15 AN ALTERNATE TO ONE SHOWN ON C..
171044,5E 5-5 1
B C D-01 SA',
XT 416 W FILAHIS
R FD. N F
Aj ILEZ D- PLAN E
Ci DO
SI•I FTG 'Pt IFV _j A' IFr -F FOR UT EL SEE SECT AJ%
crV: It D . v fl.,r -*V, —
' N P LAN FM-TYPIT"LN En-
-Y4 FTG TYPE*FI,7 Ww F
m. xt GET 911QUANTITIES (MET,BY FIELD UNLESS NOtal)
0 CONCOETZ CLASS*a* 4F_Fvi�D
TIMBER PILES , :dgeav
'E' Aeon
fSAMCWRING BARS ASEPtOR&ESE(MN: REaO
FOR ZEINF STEEL I Ho SCMtDULE SIM644-56
FOR
STIUCt FRME5""CHOK bOLTISEE G,474041
rtiou Aso mur AS PER DET
FDA ORIENTATION III III G
IL 8t I
061-wc 0 TO FLANGE NOTES
CONCRETE SMALL BE CLAS5*8, (SOW PSI). BEE
SPECIFICATION EBASCO 4i44 CONCRETE MASONRY.
'Asam, r-A - p ..;­'. — - ..- *
A I hkiliFOAGING! BARS SHALL CONFORM TO THE
, .E - j
..CURRENT REQUIREMENTS STANDARD'
SPECIFICATIONS FOR BILLET STEEL.CONCRETE
A
SLSZT.h -N: -Mie
�LEV CC
EINFORG. STEEL RENATE GRADE
WEN HER NO IARS.fRTEAM
OF THE A.S. T." ALL "An" SMALL DE OEF
MO REIOLLCD MATERIAL WILL BE ALLACCEPTED:'.
-w —1
XAV . ..... 'ETCONCReEpTE COVER
_ELE-14
DETX
------ D7
SECT E-E.
�Z7 �EQ-D�
ECEV--
MET -B7,
*
, --c
5ECTG-G
...I'D.
(2 IZEQ'D)
-
N FA
UNLESS OTHERWISE NOTED.
EACH PANEL WILL LE LIFTED by 2 - r+ HOGE 31053
FULLY TNILEADED INTO INSERTS.
PILES SWILL BE AS SPECIFIED INSPIC. CAR S+CW-M AND
BE DRIVEN TO A MINIMUM BEARINC. CAPACITY OF 50TOW
AS OETERMINED BY SM ENE. FORWALA.
Q-065.6 42.DS9"
j;:;;;Fl - 4:
1 1 ".0sa-ap-O
SEE DET
ito
TIES IM
1j�rr,,.11,�D I PANEL YP-1(15 RECC)
'PLAN g -
34.r-O
24-049.10wl a. A
HP f 115k Is, THICK
I DD-DDm
BEE ELEV
4! PANEL TYPE 11(4.-REaD)
'T" FOR PILE INCH
S",Drr(wai
TY
�LAN SECT H-H
P_ E 'FT_/' Mu
-4 FTG
NAMcoR L Bwux
3
-EtG IY.P.E:.F-2A* (I
Q v. r-6
REFERENCE DRAWING5
LIST Of DRAWINGS A-1707" J
DET,�168RECD) PEDEST&LWEELLSAIMMERWALL(STRUCO 6-1710*1 1 NO SCALE
5A0._AENDING 5CWEOULS
FIELD OWA;W
SKIMMER WALL WrINIS FFAGDITIWAL L M & ANCHOP�E (SK-787-FS-54) 78
ly-la I , . . . TO,
DISI -3 ­0 \_.C&"ENTnSSucr.ONDwaG-ilOqwKvQ M7-e9.
[L 4­1 �__ ­...
PANEL TYPE IVIZ REUD)
. =, =,iv -a - ­ ­
Rit fur
PLAN
FTG TYPE 'Fi, '(4 BUI CAROLINA POWER & LIGHT COMPANY
*1 mw FTG TYPE'FJA(IB(AL7JI SKYLAND STEAM ELECTRIC PLANT
110 MD.— KM INSTALLATION - UNIT W, I
PILE ANCHORINGOET I SxOAMER WALL - PLAN 6 DETAILS
h .ILO L�= CIRCULATING WATER SYSTEM
t �ufw BUILT: .4
15ANCHO AA_. —­ 1—..—.A—
RING BARS. PS H04 E, tv A. All—FD
(3EA REQDI 1 1-17-613 TUNIS Im 0 LE -
NO SCALE 110
7 PRE ANCN Der. A, r.,.qw G-70908
7
HIIR, RAW _am�
13 14 r-16 17 is 19

B
i
J
INTAKE I EgptE
S OPE
OR 51MLOG GtAOt
JEE prT. C `I QI
F0 RIP RM EARTK Flu 1 `
DPE
t t I
�. ___- _._-._._.. -'----• —'- - • -- - _-DECK PLAN j
1 (Trvt� z t e�N011"•b'•reirocr
l wrilNrttDE[ PRRI
11♦)To PIPE l ?NQ,O C IDD[ i E, Al S
=�Ei203500 LI yl Z•ASPMILT 70P E —
Gg
ItR[f Rte Rt♦,t
Sf{ W4 411ryA
as
I
1
1'
)
)
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♦
T f}T�) r
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IK31
i
::. taoRa '' •' a
KKIe „cu i. � : •. - 1 yin' utr►. � %..attyt:ca,.
7
1
E Kln ��i' LEL 20L)!
ov vET .l•. '�aICK Flu ' I
LIKE >
s •tf (ptC
—110 CTtEC)C:22IGjTTOI�T-
3v>GY7JdAT Y,7 v, sapktp * �E_.;• MKO -
?I-rc r_�Ji><T7TpJ�- Rflb)RD :.: • �SLG'A)'i Oi:'
SECTA-A y.t i• WK>b10at ta;
Low ,�U.il. •i
)Anw
3Cg' -
IE>'a •
�Cr tc-x
�•�.B 1Pwav I�.ro
F
E
[) M
N
li*•BNC-I'TOP.TAP IM RH.D
FOR BZ
DET D (P-TE DI)
1 f-O
1P l:
2 3 14
l
DI'SCN.•06E
EL t03OM
;T
v .
-
--
-
-
llF7,
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NJ
,1
I
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PLAN
.(DD( ulv+�'f Ca olenl
�•ocsB07
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gqRy•y•1�,�1�y�yy',
mn�war_m��swn�lw�a�w
w��w®��wawaw�nw
iwmom
w
mmm
1
»
t
•
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QUANTITIES(RETBTFXLq%mWs&mi")..'
CJDK Cl A53•0 tsOOO Fish
CO•C CV,15•D•
S OIIN
y.'
- RI P RAP 41:0 AMR ON G'CE O¢)c)..
SAIm-
N.S. mr PDL,YMR Ot moot K)
03 Livery
E•
r1 BAAs5"Pt .-
..I LAME
.�
l*
B F STEELP,Fe"STIXL ♦ELL
" IJM_0
-•
LAODEK MOOS iN PER VET. * .—
-11 CA[r1•.
� _
. FOR AMOM BaLIM SEE $0401AF.TNq
PSI
T..
-
x.
it
•
,}
•
CORC.Cm TNACLME CLASSY 10D0 W1.
SEE SPE WFIG,TIOM EAA5C0')1:Nv{�LL A
t.; <j.•.: •,
_
Alj
)
(:BETE M•f(NIAT:
{{� ��4,,��.
M R omi4�1m€06 37ELCS'E[T'^- .•
.
t� itR
I
JI
TO llli sE r lM P T lg BEFORE CO" CRTE IS PLM:ED
•
�I
i
COAT ALL EIP03ED STEEL FD0 pRt�E
'A" BITu 5T)c LL)IDOER
'.
S.Tn eC CONTWuDOs:.. `
fOR AAAdMG AMD,OMM1El{7CA,PITNMI
•
I
r ;
.,=TrTrr•-rrnjEELeidc �(••
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f=IIo -
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IG RW.O
-,u5r4' m 7. n
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-
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SECT E-E pET K
h fb
IlKil
5 e 7 8 9 10
.,,••. v :..r:..�:;-_-:�_, _, r w,EanfTA+tE,PaANnF=
CL OUM[ -
1 fw•6 AQ� cw 6 L's:
• .tlsTl 1 Tft LOS1P0 - ..-•f' •'1 '�S
• �T•T•'r-!
LIT) 'p "rptnLPP�
��SipMu L i
CAROLINA POWER B LIGHT COMPANY J~�
SKTLANO STEAM ELECTRIC PLANT
ns. - lPo,pop .. lMsr•u•rR..- �rrt p. I
RIVER INTAKE N .
PLAN 5 SECT,ON5-M
J FN -G) )PP'1P1)M♦TE:AAIREF Ow4 .),P F. [ij
�KLCTFD'(Jll IIRKfKlK' � KLiCC suvlm lnCOtlOAATm NK�M TpiA
RCv. (CAI BENKKG [GB)
E 1•IEifE L DIM. R N F u• �... jal'4 em t< Dtt 1T.G2
r}nc) . Mrc).ELn M.r�,� .t. J• ".i' c-n ..
G-17O." '
11 12 13 14 l5yrt 16 ' 17 ....v.0 .18 l9