SW8081010_HISTORICAL FILE_20091125

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 D f5 Jo / D
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
® HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2jco 9 II 25
YYYYMMDD

P, 01
TRANSACTION REPORT �
-- - NOV-25-2009 WED 02:26 PM M
FOR: NCDENR 910 350 2004
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� SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP A
NOV-25 02:25 PM 92518282 1'07" 8 FAX TX OK 158
TOTAL 1M 7S PAGES: 8
State of North Carolina .
]department of Envirorulnent and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Govemor Dee Freeman, Secretaiy
',� FAA COVER SHEET
Date-.
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To:
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REMARKS' ,D V)
No. Of Pages: (excluding cover) rl
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CO: NC DENR �
FAX#: [phone] rZ to r--19 ( .
its
137 Cardinal Drive Exteasion, Wilmington, N't. 38405-3845 Telephone [phone] Fax [phone],004
An Equal Oppoilmilty AffirmotiNc .action Employer

P. 01
TRANSACTION REPORT
-- ----•-
NOV-25-2009
WED 02 : 27 PM
FOR: NCDENR 910 350 2004
SEND
A
DATE START RECEIVER TX TIME PAGES TYPE
NOTE
M# DP
NOV-25 02:26 PM 919195464409 1'17" 8 FAX TX
OK
159
TOTAL : 1M
17S PAGES:
8
State of North Carolina
snow
Department of Environment and Natural Resources
Qtn Re ional office
y1f1lmlr.�a 9
„
Dee Freeman,
Secretary
Beverly Laves Perdue, Go'vemar
VAX COVER SHEET
Date: `t1`OCi
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IZEMAFAi-S
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No. Of Pages: (excluding cover)
Fram:'
CO: NC DENR
FAX#: [phone]
j 1Bd05-38a5 Telcphnnt (91o)194-7:t5 Fa c (910) 1-�a•'-4�
127 C2rdla31 ArJVC Extension, 1Nilmingtonl` urot "atGrm2tivc ACtin�� Employer
An Egaul opp 7

Central Files: APS SVVP
11 /25/09
Permit Number SW8081010
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.10 Individual
Primary Reviewer
maryjean. naugle
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Permit Contact Affiliation
Edward L. Wills Jr.
8470 River Rd Se
Southport NC 28461
Fpcility
Facility Name Major/Minor Region
Independent Spent Fuel Storage Installation Minor Wilmington
Location Address County
8470 River Rd Se Brunswick
Southport NC 28461 Facility Contact Affiliation
Owner Name
Progress Energy Carolinas Inc
Scheduled
Orig Issue App Received Draft Initiated Issuance
11 / 14/08 11 /19/09 11 /24/09
Owner Type
Non -Government
Owner Affiliation
Paula J. Sims
PO Box 1551
Raleigh
NC 27602
Public Notice Issue Effective Expiration
11 /25/09 11 /25109 11 /14118
Regulated Activities Requested/Received Events
State Stormwater - HD - Other Deed restriction requested
State Stormwater - Other Heed restriction received
Additional information requested 11/24/09
Additional information received 11/25/09
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

4
State Stormwater Management Systems
Permit No. SW8 081010 Mod
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Edward L. Wills, Jr. and Carolina Power & Light Company
Progress Energy Brunswick Plant —independent Spent Fuel Storage Installation (1SFSI)
And Modification for the Stabilization Pond
8470 River Road SE, Southport, Brunswick County
FOR THE
Construction, operation and maintenance of impervious surfaces with collection and treatment of the
stormwater runoff in the treatment system permitted under Permit No. NC 0007064. The NPDES
system will serve as the permitted stormwater control system for this project in compliance with the
provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter referred to as the
"stormwaterrules') and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until November 14, 2018, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. This modification includes the
new stabilization pond in accordance with NPDES NC0007064.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.8 on page 3 of this permit. The stormwater control has been
designed to handle the runoff from 235,589 square feet of impervious area and its
associated drainage areas from this project in addition to other flows in permit for
NPDES NC0007064.
3. The tract will be limited to the amount of builtupon area indicated on page 3 of this
permit, and per approved plans. There is no future builtupon area allotted in this permit.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
The runoff from all built -upon area within the permitted drainage area of this project must
be directed into the permitted stormwater control system.
Page 2of7

State Stormwater Management Systems
Permit No. SW8 081010 Mod
i7
0
Projects covered by this permit will maintain a minimum 50feet wide vegetative buffer
between all impervious areas and surface waters.
If at any time stormwater runoff from this project cannot be treated in the permitted
system for the NPDES No. NC0007064, then notification to the Division is required and
alternative treatment measures must be provided and approved.
The following design criteria have been provided in the stormwater control system and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, fe:
Offsite, fe:
b. Total Impervious Surfaces, fig
C. Design Storm, inches:
d. Receiving Stream/River Basin
e. Stream Index Number:
Classification of Water Body:
g. Permitted Stormwater Control System
II. SCHEDULE OF COMPLIANCE
31
1,337,156
none
235,589
`&i
Atlantic Ocean/Cape Fear River
99-(3)
"S B"
NPDES Permit No. NC 0007064
Modified October 30, 2009
The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any builtupon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary to
assure the permitted stormwater system functions at optimum efficiency. The approved
Operation and Maintenance Plan must be followed in its entirety and maintenance must
occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow spreader,
catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system,
unless specified in Permit No. NC0007064.
6. The facilities shall be constructed as shown on the approved plans. This permit shall
become void unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 081010 Mod
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, a certification must be received from an
appropriate designer for the system installed certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supportind documentation. Any deviations from the approved plans and specifications
must be noted on the Certification. A modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be restored to
design condition prior to operation as a stormwater treatment device, and prior to
occupancy of the facility.
9. Access to the stormwater facilities shall be maintained viaappropriate easements at all
times.
10. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below;
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project area. The
project area is defined as all property owned by the permittee, for which
Sedimentation and Erosion Control Plan approval or a CAMA Major permit was
sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
11. The permittee shall submit final site layout and grading plans for any permitted future
areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
13. The Director may notify the permittee when the permtted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permitee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In the
event of a change of ownership, or a name change, the permittee must submit a formal
permit transfer request to the Division of Water Quality, accompanied by a completed
name/ownership change form, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be
considered on its merits and may or may not be approved. The permittee is responsible
for compliance with all permit conditions until such time as the Division approves the
transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with
North Carolina General Statute 143.215.6A to 143-215.6C.
Page 4 of 7

State S_ tormwater Management Systems
Permit No. SW8 081010 Mod
3. The issuance of this permit does not preclude the Permittee from complying with any and
all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted stormwater
management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re•issuance or termination does not
stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control
must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
The permittee shall notify the Division any name, ownership or mailing address changes
within 30 days.
Permit issued this the twenty-fifth day of November 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
k-)" -A-c.0 - A-k ��n Q�,
For Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 081010 Mod
Progress Energy —Brunswick Plant --Independent Spent Fuel Storage Installation (ISFSI)
Modification for the Stabilization Pond
Stormwater Permit No. SW8 081010 Modification
Brunswick County
Page 1 of 2
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodcallyl weekly/ full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction sich
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 081010 Mod
Certification Reauirernents:
Page 2 of 2
1, The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such hat the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.,
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area andfor volume have been provided,
12. Required draw down devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay in accordance with the permit.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Brunswick County Building Inspections
Page 7 of 7

r r r
CAROLINA POWER & LIGHT COMPANY
DIB/A PROGRESS ENERGY CAROLINAS, INC
INDEPENDENT SPENT FUEL STORAGE INSTALLATION (ISFSI)
SW8 081010 (REVISION)
BRUNSWICK COUNTY, NC
STORMWATER DESIGN NARRATIVE
Prepared for:
Progress Energy
8470 River Road
Southport, North Carolina 28461
Prepared by:
v MCM4&CT=
243 North Front Street
Wilmington, NC 28401
[phone]
Project 90159-0230 (40)
October.12, 2009

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Independent Spent Fuel Storage Installation (ISFSI) - Modification
GENERAL INFORMATION
Project Name
Independent Spent Fuel Storage Installation (ISFSI) — MODIFICATION
NCDENR Permit No. SW8 081010
Project Location
Brunswick Steam Electric Plant
P.O. Box 10429
NC Highway 87, Southport
Brunswick County, North Carolina 28461
McKim & Creed Project Number
0159-0230 (40)
Project Acreage
767,854-sf (17.63-ac) + 573,668-sf (13.17-ac); Total 1,341,522-sf (30.80-ac)
Wetlands exist within the project area.
jurisdictional Determination File No. SAW-2008-03235
Project Owner
Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
An Independent Spent Fuel Storage Installation (ISFSI) is proposed just outside the
northeast corner of the existing Protected Area (PA) between the. cooling water Intake
Canal to the east and Industrial Landfill area to the west. The ISFSI consists of two (2)
independent reinforced concrete storage pads in conjunction with adjoining aprons,
which provide access to the pads. NCDENR Permit No SW8 081010 was issued for the
proposed ISFSI Pad construction on November 12, 2008 and utilized the existing
Stabilization Pond (NPDES Permit NC0007064) as the water duality Best Management
Practice (BMP).
Progress Energy is in the process of revising their NDPES permit and part of the revision
includes the construction of a new Stabilization Pond (Proposed Pond) located directly
south of the existing Stabilization Pond (Existing Pond). The Proposed Pond includes the
construction of a 330-sf sampling building, an 866-sf compressor building, gravel access
drives and a concrete pad to house a cloth disc filter system. The proposed
MODIFICATION to NCDENR Permit No SW8 081010 will add five (5) additional
drainage areas and associated BUA to the permit and increase the project area to 30.80 ?
J acres.

STORMWATER INFORMATION
ISFSI Pad
The ISFSI area is currently a gently sloping gravel area that conveys stormwater runoff,
through sheet flow, into a series of swales. After construction of the project, runoff will
be collected in a tank and then will be pumped to the Existing Pond. The water
ultimately discharges through Outfall 005,-as noted in NPDES Permit NC0007064, to the
Intake Canal. The final discharge of the treated stormwater is conveyed through the
plant, into the discharge canal, to the Caswell Beach Pumping Station via the discharge
canal, and eventually into the Atlantic Ocean (Class SB water). The discharge point
within the Atlantic Ocean is an existing point discharge and terminates approximately
2000-ft from the shore. Outfall 005 is an existing permitted outfall and this proposed
work would not require permitting by the NCDENR Division of Coastal Management
(DCM).
The collection system for the ISFSI Pad is comprised of catch basins, piping, drainage
trenches and a central detention vault. Two (2) 600-gpm pumps are to be provided to
convey the detained runoff to the Existing Pond for controlled release to the Intake
Canal through Outfall 005. The detention vault was sized to provide storage of the 1-
year, 24-hour storm event with a total precipitation depth of 3.7-inches. The required
storage for this event was calculated to be 11,700-cf. The total storage volume provided
Cwithin the detention vault is 11,782-cf.
The proposed drainage area for the ISFSI Pad, drainage area 1, is 173,686-sf (3.99-ac) and
is 51.47% built=upon-area (BUA). Sizing computations for the first 1.5-in of runoff show
that a treatment volume of 11,143-cf is required (11,782-cf provided). Based on the sizing
of the storage vault, the flow rate of the pumps and the large volume in the Existing
Pond, the first 1.5-in of runoff will be treated within the Existing Pond. Four other
drainage areas fall within the ISFSI project boundary. Drainage areas 2-4 have no
proposed BUA and drainage area 5 has only existing BUA, including an existing
roadway that will be overlaid.
Stabilization Pond
Progress Energy is proposing to build a Proposed Pond to replace the Existing Pond
permitted under NPDES Permit NC0007064. The Existing Pond will be used to treat the
proposed BUA additions associated with the Proposed Pond and the existing permitted
BUA associated with the ISFSI Pad construction. This permit revision proposes to add 4
drainage areas totaling approximately 573,668-sf (13.17-ac) to NCDENR Permit No SW8
081010. The total permitted area will be 1,341,522-sf (30.80-ac).
The proposed drainage areas for the Proposed Pond are labeled drainage area 6-10, of
which drainage areas 6, 7 and 10 have proposed BUA. Drainage area 6 proposes the
�- addition of gravel access roadways and a new sampling building and is approximately

2% impervious. Sizing computations for the first 1.5-in of runoff show that a treatmenf
{ volume of 1,644-cf is required for drainage area 6. Drainage area 7 proposes the addition
of gravel access roadways and concrete pad to house a cloth disc filter system and. is
approximately 17% impervious. Sizing computations for the first 1.5-in of runoff show
that a treatment volume of 4,042-cf is required. Drainage areas 8 & 9 have no proposed
BUA. Drainage area 10 proposes the addition of 866-sf associated with the compressor
building and is 100% impervious. Runoff from the proposed compressor building will
sheet flow over approximately 100-1f of vegetated buffer before entering the wetlands
adjacent to Nancy's Creek. No roof drains are proposed for the compressor building.
Runoff from the proposed drainage areas is conveyed through natural drainage patterns
to 4 French drain pump stations, which are piped to the Existing Pond Once the
Proposed Pond is constructed, the French drain pump stations will be re-routed.
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CVA
NCDENR
Mr. Edward L Wills, Jr., Plant Manager
Brunswick Steam Electric Plant
P.O. Box 10429
Southport, North Catolina 28461
Dear Mr. Wills:
Michael F. Ea not
Gover
William G. floss, Jr., Secretary
N' Carolina Department of Environment and Natural Resources
-:
Coieen H. Sullins, Director
Division of Water Quality
Feb-21, 2008 Q r 0"
q .R
Subject lssua�ce' o€NPD£S Pem3it NCO007064
Brunswick Steam c Plant
Rtgnswick County
Division personnel have reviewed and approved your application -for-r�newal o£ the subject pair;
Accordingly, we are forwarding the attached NPDES discharge P=MLL lldi -g it is issued pui�t to t�e
requirements of North Carolina General Statute 143-2151 and the Ivfemdraiiri"t of Agreeanent bets C'n- forth
Carolina and the U.S. Envirotuneratal Protection Agazcy dated Otto 1'S;: 2A67 (or as subsegdezdy- trZ=ded).
This- final prm eit includes no major changes from the draft petnil "ent to .you on October 20; Mill 1.
any parrs, me'asurement frequencies or sampling requirements contained in d s permit are udai!rxptable to
you, you have the right to an adjudicatorp hcaziug upon ogiit ten xecluest vo-liinFihirty (30) :days followitag;gt of this
letter.'This zq iest eroust be in diem fosof a written petition, cdnforwmg, td, dlapter 150B of the lr4orih C=glina
General Statutes, and filed vTith the Office of Administrative Hearings (6114 Zvla See vice Ct rater, Raleigh, North
Carolina 27699-014). Unless such demand is made, this decision shill be f ftal and binding.
Please. note that this permit is -not transferable except after nudce-to the Division. The Divi4soii taay require
modification or. tevocation and reissuance of the pettnit. This permit does riot: affect the Iegal requirements to obtain
other p
Rermits which inap lie required by. the Division of Water QuaRV or pert .a�ts �regwrcd by t ffDivision of Lghd
esources; the Coastal Area Matiagetneni Act or any othet Federal of, Local gvvesnrnental-permit that may be
r6q aired. If you have any, questions concerning this permit, please contact Setgm Chetntkov at telephone nutAer
(91.9) 733-5083, eitension 594:
Sirxcerely,. ,
ColeH. Sullins
cc: NPDES Files /
Wilmington Regional Office I Surface Wakes Protection
Mx. Roosevelt Childress, EIPAR IV
J~ ~ Environmental Sciences Bela; Biological Assessrttent Uziit
' Nottb Carolina Division ofl� e kis4.cxaes, Wi1ir,} on Regional Office
N. C. Division of { q1W C.kt V tN P U0L Phone. [phone]
1617 Mail Servsce CenteF; Citigh.Nlf •l�5ml fair (919)-13N719
stern , -e s ;us DEi�R Customer.Service Center 18006 23 T74$

SUPPLEMENT TOPERMIT COVER SHEET
Carolina Power & Light Company dlblal Progress Energy Carolinas,
Lac. is hereby authorized:
1. to continue operating a iX0 M'GD. cooh,19 water system con isting.of an intake structure, 9.6 miles of
intake and effluent canals connected via internal Outfalls 00land 002, circulation pumps, siphons
under the intra-coastal waterway, a discharge pump station at Oak Island, and.Bnal discharge ccmduits
terminating 2,000 feet off shore; all necessary appurtenances to withdraw cooling water- from the Gape
Fear River near Snow Marsh, and thereby to discharge cooling water intathe Atlantic Ocean; and
2 to corttixrue operating and discharging via internal Outfall 004 -(see attached map), a 0.055 MGD
domestic wastewater treatment plant.(WWTP) consisting of influent purais, bar semen, effluent floes+
v-notch weir measning device, aeration tank, secondary clariffrer and. chlorination-ch=ber; anti
3. - to-commtimnme discharging via internal Outfail010 (see atta66dmnap),.and continue operating the,existi7mg
6.031 MGD Support Services domestic WW IP (previously pm mitted under NC0083895) consisting of
an influent duplex purer station, wally cleaned bar screen, flow EQ' basin, flow splitter box, -two '(2)
aeration basids; two (2) clarifiers, two (2) tertiary fUtems, aerobic sludge digestor with aslift sludge
pumnp, baftled' cNodne contact chamber with one (1) tablet chlorinator, and an effluent flow y-notch
weir measuring device; and
rl .4to continue to discharge treated metal cleaniiig wastes (outfa1100), treated law -volume wastes and
l stom inter (Outfall 005) to the Intake Canal; and
S. to continue operating a diversion fence located. at the mouth of the intake canal; and
6: to continue operating find -mesh screens; as descnlcd under Part I, MI.) Outtalk 001 and 002 at intake
pump bays; and
7. to continue to operate7 an intake purnp system to ni imize intake flow rate; and
8; to discharge storinwater fiom Outfalls 007, 008, and 009 (see attached tz ap) into Nancy's Creek,
classified as Class SGSw HQW waters within the Cape Fear River Basin; and
9. to discharge stormwater, wastewater, and cooling water via internal outfalls from said treatment works;
hmtake Canal - amid Discharge Canal (see Attachment 1) into time Atlantic Ocean, Class SB waters;
located at the Brunswick Steam Electric Plant on NC Highway 87, Soutbport, Brunswick County_
Ali discharges shall conform to the attached schedules:
-Part 1: Wastewater Monitoring, Controls and Limitations for Permitted Diseharges
Part 1:f: Stor�mwater Monitoring, Controls and Limitations for Permitted Discharges
Fart III: Standard Conditions for NPDES Permits
Fart IV: Otherkequirernents
Fart V: Annual Administering and. Compli"i ce Ni6nitoring Fee Requirements.
This perinit does`not relieve thepermittee from responsibility to comply .with any other applicable federal, state
or local law, rule, standard, ordinance, order, judgement or decrec"

BB&T 66.171
Mj(�f�, � Wilmington, NC 28401 53'i
111 1� jj�jtt�O�11�&CREM
2]4�3���///Njgorth Front Street
Wilmington, North Caro4no 28401
910-343-1048
1111012009
PAY *************************4 000 DOLLARS AND ********+**00 CENTS
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11/1012009
PAY 490-00 DOLLARS AND ***********00 CENTS $ ............. 4,000.00
VOID IF NOT PRESENTED WITHIN go DAYS
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'is L IS &

Naugle, Mary
From: Nick Lauretta ([e-mail])
Sent: Wednesday, November 25, 2009 T38 AM
To: Naugle, Mary
Subject: RE: SW8 081010 ISFIS for Stabilization Pond at Progress Energy -Ad Info Request
Attachments: 091125_DA 6-10_BUA Runoff Stab Pond. pdf
Mary Jean,
Please find attached the BUA runoff computations for drainage areas 6-10 for the proposed Stabilization Pond. Please let
me know if you need any additional information, I will be in the office until 11:00am today or can be reached at
910.398.2882.
Thanks,
Nick
From: Naugle, Mary [mailto:[e-mail]]
Sent: Tuesday, November 24, 2009 4:31 PM
To: Nick Lauretta
Subject: RE: SW8 081010 ISFIS for Stabilization Pond at Progress Energy - Ad Info Request
You can submit these by a —mail if that helps you.
Mary Jean Naugle
NC DENR Express Permitting
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
910-796-7303
910-350-2004 fax
mart'. naugle @ncdenr.go v
NOV 2 5 2009
Please note: E-mail correspondence to and from this address may be subject to the North Carolina Public Records
Law and may be disclosed to third parties.
From: Naugle, Mary
Sent: Tuesday, November 24, 2009 3:44 PM
To: 'Nick Lauretta'
Subject: SW8 081010 ISFIS for Stabilization Pond at Progress Energy - Ad Info Request
Nick;
As we discussed on the phone, please include runoff talcs for the bua within the proposed drainage areas in tt6-10,
including the existing gravel road.
Thank you,
Mary Jean Naugle

��
NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
November 24, 2009
Division of Water Quality
Coleen H. Sullins
Director
Edward L. Wills, Jr. — Plant General Manager
Carolina Power & Light company d/b/a Progress Energy Carolinas, Inc.
8470 River Road SE
Southport, NC 28461
Subject: Request for Additional Information
Stormwater Project No. SW8 081010 Modification
ISFI Modification for Stabilization Pond, Brunswick County
Dear Mr. Wills:
Dee Freeman
Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit Application
for ISFI Modification for Stabilization Pond on November 19, 2009. A preliminary review of that information
has determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. Please include the impervious area in square feet for the existing gravel road on the application in
the BUA table on the top section for each drainage area.
2. Please include the impervious area in the calculations for the proposed drainage areas # 6 through
10, including the existing road.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received in this Office prior to December 4, 2009, or the application will be
returned as incomplete. The return of a project will necessitate re -submittal of all required items, including
the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the address and fax number at the bottom of this letter. Please note that a
second significant request for additional information may result in the return of the project. If that occurs,
you will need to reschedule the project through the Express coordinator for the next available review date,
and resubmit all of the required items, including the application fee.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. Any original documents that need to be revised
have been returned to the engineer or agent. All original documents must either be revised and returned, or
new originals must be provided. Copies are not acceptable. If you have any questions concerning this
matter please feel free to call me at [phone] or email me at [e-mail].
Sincerely, j
Ma ie ugle
GDS/mjn: S:IWQSISTORMWATERIADDINF0120091081010mod nov09
cc: Nick Lauretta, McKim and Creed
MJ Naugle
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] L Customer Service: 1-877-623-6748 North Carolina
Internet: www.ncwaterquallty.org Naturally
An Equal Opportunity 1 Affirmative Action Employer

I
For DENR Use ONLY
A� North Carolina Department of Environment and Reviewer: M3 d� f_kl
''A Natural Resources Submit: It —
NCDENR Request for Express Permit Review Time: 9'63°
Confirm: 11-1(0
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity man (same items expected in the application packacLe
of the project location. Please include this form in the application package. `� t
+ Asheville Region Alison Davidson 828-296-4698;alison.davidsonOncmad net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; dovid.lee0ncmail net s
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.grooan0ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or lyn.hardisonfncmail net
• Wilmington Region -Janet Russell 910-350-2004 or jane1.russell0ncmail.net Tt
NOTE. Project application received after 12 noon wilt be stamped in the following work day.
Project Name: PROGRESS ENERGY STABILIZATION POND County: BRUNSWICK
Applicant: EDWARD L. WILLS JR. Company: PROGRESS ENERGY
Address: 8470 RIVER ROAD SE City: SOU THPORT, State: NC Zip: 28461-
Phone: [phone] Fax:: - Email: [e-mail]
Physical Location:THE BRUNSWICK STEAM ELECTRIC PLANT IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF SOUTHPORT ON HWY 87
Project Drains into ATLANTIC OCEAN waters - Water classification SB (for classification see-http:/ih2o.enr.state.nc.uslbimslreporls/reportsWB.html)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N , within A mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N R
E C E I! V E
Engineer/Consultant: NICK LAURETTA, PE, LEED AP Company: MCKIM & CREED PA
Address: 243 N. FRONT STREET City: WILMIGNTON, State: NC Zip 28401- NOV 13 2009
Phone: [phone] Fax::[phone] Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING.ONLY
1 ❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, -❑ DLR, ❑ OTHER: PROJ —
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittentlPerennial Determination: _. # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration — #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density—Stormwater Wetlands _ # Treatment Systems[]High Density -
Other _ # Treatment Systems / ® MODIFICATION: ® Major ElMinor ElRevision SW 8081010(Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
IN Land Quality ® Erosion and Sedimentation Control Plan with 14,64 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both Scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No
Received from US ACOE ® Yes ❑ No
Fee Split for multiple permits: (Check'
Buffer Impacts: ® No ❑ YES: 0.281acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
For DFNR use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mai; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
1
$
401:
1
$
LQ5
$
Stream Deter,_
$
c aoe-6, -6 11- k-k -off
NCDENR EXPRESS September 2008

s sS�s�. Rid
For DENR Use ONLY
North Carolina Department of Environment and Reviewer: µS
APA Natural Resources Submit: t O - (Z K0 nc'I'AN(
NCDENR Request for Express Permit Review Time:
Confirm: l O — 15-
FIL L-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package. 10 ; 3 u _ 1.2 ' 3 u
• Asheville Region -Alison Davidson 828-296.4698;alison.davidson(Pnemail.net O Le.A-n
• Fayetteville or Raleigh Region -David Lee 919-791-4203,• david.leec ncmail.ne[
• Mooresville & -Patrick Grogan 704-663-3772 or oatrick.arooanCncmail net 1 O'A
• Washington Region -Lyn Hardison 252-946-9215 orlyn.hardisonOncmail.net R
• Wilmington Region -Janet Russe# 910-350-2004 or ianet.russellencmail.ne[
NOTE: Project application received after 12 noon will be stamped in the following work day.
P011u5
Project Name: PROGRESS ENERGY STABILIZATION POND Count): BRUNSWICK � ;7
Applicant: EDWARD L. WILLS JR. Company: PROGRESS ENERGY Y) � rYt7
Address:8470 RIVER ROAD SE City: SOUTHPORT. State: NC Zip: 28461- IZ 00 �e ���J IM?Act
Phone: [phone] Fax:: Email: [e-mail]
Physical Location:THE BRUNSWICK STEAM ELECTRIC PLANT IS LOCATED APPROXIMATELY 2.5 MiLES NORTH OF SOUTHPORT ON HWY 87
Project Drains into ATLANTIC OCEAN waters - Water classification SB (for classification see-hfg:iih2o.enr.state.nc.us/bims/reportslregortsWB.htmi)
Project Located in River Basin, Is project draining to class ORW waters? N , within '/z mile and draining to class SA waters N or within 1 mile and
draining to class HOW waters? N E C E I V
V
EngineerlConsultant: NICK L.AURETTA PE LEED AP Company: MCKIM & CREED, PA ❑
Address: 243 N. FRONT STREET City: WILMIGNTON, State: NC Zip 28401-_ OCT .fl 22009
�J
Phone: [phone] Fax::[phone] Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
DWQ
® Scoping Meeting ONLY ® DWO, ❑ DCM, -❑ DLR, ❑ OTHER: PROD #
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ intermittentlPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑Bkhd & St Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb & Gutter — # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ElHigh Density -infiltration _ #Treatment SystemsElHigh Density -Bio-Retention _ # Treatment Systems ❑ High Density-Stormwater Wetlands _ # Treatment Systems❑ High Density -
Other _# Treatment Systems / ® MODIFICATION: ® Major El Minor El Revision SW 8081010(Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 11.49 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both Scoping and express meeting request)
Wetlands on Site ® Yes ❑ No
Wetlands Delineation has been completed: ® Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Fee Splitfor multiple permits: tChecki
Buffer Impacts: ® No ❑ YES: acres)
Isolated wetland on Property ® Yes ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DENR use only
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance t❑ Maj: ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
I
$
401:
1
$
LQS
-
$
Stream Deter,_
$
NCDENR EXPRESS September 2008

Independent Spent Fuel Storage Installation (ISFSI)
GENERAL INFORMATION
Project Name
Independent Spent Fuel Storage Installation (ISFSI) — REVISION
NCDENR Permit No. SW8 081010
Project Location
Brunswick Steam Electric Plant
P.O. Box 10429
NC Highway 87, Southport
Brunswick County, North Carolina 28461
McKim & Creed Project Number
0-159-0230 (40)
Project Acrea&e
767,854-sf (17.63-ac) + 572,802-sf (13.15-ac); Total 1,340,656-sf (30.78-ac)
Wetlands exist within the project area.
Jurisdictional Determination File No. SAW-2008-03235
Project Owner
Carolina Power & Light Company d/b/a Progress Energy Carolinas, Inc.
An Independent Spent Fuel Storage Installation (ISFSI) is proposed just outside the
northeast corner of the existing Protected Area (PA) between the cooling water Intake
Canal to the east and Industrial Landfill area to the west. The ISFSI consists of two (2)
independent reinforced concrete storage pads in conjunction with adjoining aprons,
which provide access to the pads. The two (2) reinforced concrete pads will provide
storage capacity for (108) 61BTH Spent Fuel Dry Shielded Canisters (DSC) contained
inside NUHOMS® concrete Horizontal Storage Modules (HSM) — Model H. Each pad
consists of two (2) rows of 27 DSC-HSM units.
STORMWATER INFORMATION
The ISFSI area is currently a gently sloping gravel area that conveys stormwater runoff,
through sheet flow, into a series of swales. After construction of the project, runoff will
be collected in a tank and then will be pumped to the existing Stabilization Pond. The
water ultimately discharges through Outfall 005, as noted in NPDES Permit NC0007064,
to the Intake Canal. The final discharge of the treated stormwater is conveyed through
the plant, into the discharge canal, to the Caswell Beach Pumping Station via the
discharge canal, and eventually into the Atlantic Ocean (Class SB water). The discharge
point within the Atlantic Ocean is an existing point discharge and terminates
�ECEdVED
0CT022009
DWQ
PROD #

approximately 2000-ft from the shore. Outfall 005 is an existing permitted outfall and
this proposed work would not require permitting by the NCDENR Division of Coastal
Management (DCM).
The collection system for the ISFSI Pad is comprised of catch basins, piping, drainage
trenches and a central detention vault. Two (2) 600-gpm pumps are to be provided to
convey the detained runoff to the existing Stabilization Pond for controlled release to the
Intake Canal through Outfall 005. The detention vault was sized to provide storage of
the 1-year, 24-hour storm event with a total precipitation depth of 3.7-inches. The
required storage for this event was calculated to be 11,700-cf. The total storage volume
provided within the detention vault is 11,782-cf.
The proposed drainage area for the ISFSI Pad, drainage area 1, is 173,686-sf (3.99-ac) and
is 51.47% built -upon -area (BUA). Sizing computations for the first 1.5-in of runoff show
that a treatment volume of 11,143-cf is required (11,782-cf provided). Based on the sizing
of the storage vault, the flow rate of the pumps and the large volume in the Stabilization
Pond, the first 1.5-in of runoff will be treated within the existing Stabilization Pond. Four
other drainage areas fall within the ISFSI project boundary. Drainage areas 2-4 have no
proposed BUA and drainage area 5 has only existing BUA, including an existing
roadway that will be overlaid.
PERMIT REVISION
Progress Energy is proposing to build a new Stabilization Pond to replace the existing
pond permitted under NPDES Permit NC0007064. The existing Stabilization Pond will
be used to treat the proposed BUA additions associated with the new Stabilization Pond
while the NPDES permit is revised to include the new pond outfall. Once the revised
NPDES permit is received, all BUA permitted to the existing pond will be transferred to
the proposed pond. This permit revision proposes to add 4 drainage areas totaling
approximately 572,802-sf (13.15-ac) to NCDENR Permit No SW8 081010. The total
permitted area will be 1,340,656-sf (30.78-ac).
The proposed drainage areas for the new Stabilization Pond are labeled drainage area 6-
9, of which drainage areas 6 and 7 have proposed BUA. Drainage area 6 proposes the
addition of gravel access roadways and a new sampling building and is approximately
2% impervious. Sizing computations for the first 1.5-in of runoff show that a treatment
volume of 1,644-cf is required for drainage area 6. Drainage area 7 proposes the addition
of gravel access roadways and concrete pad to house a cloth disc filter system and is
approximately 17% impervious. Sizing computations for the first 1.5-in of runoff show
that a treatment volume of 4,042-cf is required. Drainage areas 8 & 9 have no proposed
BUA.

Runoff from the proposed drainage areas is conveyed to 4 French drain pump stations,
which are piped to the existing Stabilization Pond. Once the new Stabilization Pond is
constructed, the French drain pump stations will be re-routed.
❑ E C E 9" I
OCT
0 Z 2009
ppoi # DWQ

Russell, Janet
From: Nick Lauretta [[e-mail]]
Sent: Friday, October 02, 2009 9:24 AM
To: Russell, Janet
Cc: Cahoon, Steve; Stewart, Mark; Richard Collier; McGowan, Marty
Subject: ISFSI Pad Permit Revision - Express Request (SW8 081010)
Attachments: 090930_REQUEST FOR EXPRESS.pdf; 091002_Stab Pond Stormwater Narrative.pdf
Janet,
Please find attached the Express Request form, Stormwater Narrative and associated maps required to schedule a
scoping meeting for the Revision to NCDENR Permit No SW8 081010 (iSFSI Pad) at Progress Energy Brunswick Nuclear
Plant.
Per the owner's availability, we would prefer to schedule the scoping meeting for Tuesday, October 6th after 11:00am.
Two additional PDF files attached to second email due to size.
Thanks,
Nick Lauretta, PE, LEED AP
Project Engineer
McK M&CREED
ENGINEERS SURVEYORS PLANNERS
243 North Front Street
Wilmington, NC 28401
910.251.6665 x276
910.251.8282 fax
910.398.2882 mobile
http://www.mckimcreed.com
APlease consider the environment before printing this e-mail.
This e-mail and any files transmitted with it are confidential
and intended solely for the use of the individual or entity to
whom they are addressed. If you have received this e-mail in
error please notify the system manager. Please note that any
views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the
company. Finally, the recipient should check this e-mail and
any attachments for the presence of viruses. The company
accepts no liability for any damage caused by any virus
transmitted by this e-mail.
I
Q E C E 9 11 E D
OCT 0 2 2009
DWQ
PROD #

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U.S. ARMY CORPS OF ENGINEERS
WILMiNGTON DISTRICT
Action Id. SAW-2008-03235 County: Brunswick U.S.G.S. Quad: Southport
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Progress Energy -Carolinas, Inc.
c/o Steve Cahoon
PER 4
Address: PO Box 1552
Raleigh. NC 27602
Telephone No.:
Property description:
Size (acres) 100 Nearest Town Southport
Nearest Waterway Nancy's Creek River Basin Lower Cape Fear River
USGS HLJC 03030005 Coordinates N 33.9693 W-77.9916
Location description The nroiect area is located 1400 Powerhouse Drive in Southport, Rrunswick County, North
Carolina.
indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary detennination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
X '['here are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 ofthe Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law
or our published regulations. this determination may be relied upon for a period not to exceed live years from the date of
this notification.
X There are waters of the U.S. including wetlands on the above described project area subject to the permit requirements of
Section 404 "of the Clean Water Act (CWA)(33 USC ti 13441. Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the sire of your properly and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a tintcly manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must he verified by the CuTps.
X The routers of the U.S. including wetland on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
_ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on . Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date ofthis
puff/ ication. E C E # V ED
OCT 0 z 200o
F'IfGJ # DWQ

X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement ofdredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311), If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Kim C.arvey at 910-251 4482.
C. Basis For Determination
The site exhibits water bodies with meanhigh water and wetland criteria as defined in the 1997 wetland delineation {
manual which are abutting Nancy's Creek, a tidal influenced creek and Section 10 Navitzable Waterway. This
determination is based on information provided by S&ME and a site visit conducted by Kim Carveyon 1214/2008.
1). Remarks
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for Ifie wetland conservation
provisions of the Food Security Act of 1985. Ifyou or your tenant are USDA Program participants, or anticipate participation
in USIA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CF R part 33 I. Enclosed you will find a
Notification of Appeal Proccss (NAP) fact sheet and request for appeal (RFA) fonn. If you request to appeal this
detennination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn: Kimberly Garvey, Project Manager,
Wilmington Regulatory Field Office
69 Darlington Ave
Wilmington. North Carolina 28403
in order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CIR part 331.5, and that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form. it must be received at the above address by October 4.2009.
**1t is not neces.sary to submit an RF form to the District 0 * ice,if.you do of-oblect to the determination in this
correspondence.**
Corps Regulatory Official: /
Date August 4, 2009 V " Expiration Date Augusf�;•2014
The Wilmington District is committed to providing the highest leveiitf support to the public. To help its ensure we continue to
do so, please complete the Customer Satisfaction Survey located at our website at http://rcgttlatory.us-,icesw;vev.com/ to
complete the survey online.
Copy furnished:
Chad Coburn, NCDENR-DWQ. 127 Cardinal Drive, Wilmington, NC 28405
?atd dil , S hMe-

Russel[, Janet
From: Nick Lauretta [[e-mail]
Sent: Monday, October 05, 2009 8:36 AM
To: Russell, Janet
Cc: Cahoon, Steve; Stewart, Mark; Richard Collier; McGowan, Marty
Subject: RE: Progress Energy
Janet,
We would like to schedule the PE Stabilization Pond scoping meeting for Monday, October 12th at 10:30am.
Thanks,
Nick
From: Russell, Janet[mailto:[e-mail]]
Sent: Friday, October 02, 2009 4:05 PM
To: Nick Lauretta
Subject: Progress Energy
Nick:
Everyone seems to be available to meet on Monday, October 12. Could the Progress Energy folks possibly get here by
10:00 or 10:30? If not, we will shoot for 11:00 but 10 or 10:30 is our preference. Please let me know,
Janet
Janet M. Russell
Express Coordinator
910 796-7421
NOTE: change in email address: [e-mail]
Email correspondence to and from this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
This e-mail and any files transmitted with it are confidential
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