SW8071203_HISTORICAL FILE_20071206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0-1%Z o 3
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Fo HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ZUoZ 12A\.n
YYYYMMDD

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
December 6, 2007
Todd Best, Manager of Facilities and Maintenance
GE Hitachi Nuclear Energy
3901 Castle Hayne Road
Wilmington< NC 28401
Subject: Permit No. SW8 071203
GE —Tooling Repair Center
Low Density Stormwater Project
New Hanover County
Dear Mr. Best:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for
the modification of GE — Tooling Repair Center on December 3, 2007. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in.Title 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding
Permit No. SW8 071003 dated December 6, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until December 3, 2007, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within sixty (60) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150E of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Chris
Baker, or me at [phone].
Since y,
�C'4�
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/csb: S:\WOS\STORMWATER\PERMIT\071203.dec07
cc: Mark Hargrove, P.E., Withers and Ravenel
New Hanover County Building Inspections
City of Wilmington Development Services
New Hanover County Engineering
Chris Baker
C:__Wilmington_RegionalOffice
Central Files --"
N���`nnCarolina
dVaturall1l
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: vvim newaterqualiyy,nra Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50 % Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 071203
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
Todd Best and GE Hitachi Nuclear Energy
GE — Tooling Repair Center
3901 Castle Hayne Road, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules')
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 December 3, 2007, 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 568,702 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
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 2 of 7

State Stormwater Management Systems
Permit No. SW8 071203
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Fountain Horsepower, HP
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
19.2
836,327
None
568,702
1.5
9
90%
25
42,439
71,109
26.5
4" 0 pipe
44,598
3/4
Prince George Creek / Cape Fear
18-74-53
"C; Sw,,
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 071203
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 be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 3/4 horsepower.
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.
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 supporting 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 via appropriate
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 071203
13. The Director may notify the permittee when the permitted 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 permittee
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.
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.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 6th day of December, 2007.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
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 071203
GE — Tooling Repair Center
Stormwater Permit No. SW8 071203
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to
full time) the construction of the project,
(Project)
observe (periodically/ weekly/
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 such 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 071203
Certification Requirements:
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 that 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 and/or volume have been
provided.
12. Required drawdown 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.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
Page 7 of 7

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
(7-1310
ilq000
Wvo-1 i Zd3
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This farm may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
GE Hitachi Nuclear Energy
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Tood Best - Manager of Facilities & Maintenance
3. Mailing Address for person listed in item 2 above:
City:Wilmington State:NC Zip:28401
Phone: [phone] Fax: [phone]
Email: tod d.bestQgnf.com
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
3901 Castle Ha)me Road
City:Wilmington
6. Directions to project (from nearest major intersection):
North two miles on Castle Hayne Road from the intersection of N. Kerr Ave. & Castle Hayne Road
7. Latltude:34 19' 27" Longitude:77 56' 46" W of project
8. Contact person who can answer questions about the project:
Name:Mark Hargrove Telephone Number: (910 1 256-9277
Email:[e-mail]
II. PERMIT INFORMATION:
1. Specify whether project is (check one): ®New ❑Renewal []Modification
Form SWU-101 Version 8.07 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. Additional Project Requirements (check applicable blanks):
❑CAMA Major ®Sedimentation/Erosion Control 0404/401 Permit ❑NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be heated by use of a wet detention pond sized to handle 90% TSS removal.
2. Stormwater runoff from this project drains to the Caoe Fear River basin.
3. Total Site Area: 21.2 acres 4. Total Wetlands Area: 9604 acres
5. 100' Wide Strip of Wetland Area: 0 acres (not applicable if no wetlands exist on site)
6. Total Project Area**:21.2 acres 7. Project Built Upon Area:61.7 %
8. How many drainage areas does the project have?1
9. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Unamed Crib. to NE Cape Fear River
Stream Class & Index No.
Class C, SW, 18-74-(52.5)
Drainage Area (so
836,327 SF
Existing Impervious* Area (so
0
Proposed Impervious*Area (so
568,702 SF
% Impervious* Area (total)
68%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
73,500
On -site Streets (so
154,250
On -site Parking (so
96,000
On -site Sidewalks (so
51000
Other on -site (so
239,952
Off -site (so
Total (so:
568,702
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area
percentage calculation.
Form SWU-101 Version 8.07 Page 2 of

10. How was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions,
outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot
number, size and the allowable built -upon area for each lot must be provided as an attachment.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded deed restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding on
all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the
sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SW401-Low Density
Low Density Supplement
Form SW401-Curb Outlet System
Curb Outlet System Supplement
Form SW401 -Of f-Site System
Off -Site System Supplement
Form SW401-Wet Detention Basin
Wet Detention Basin Supplement
Form SW401-Infiltration Basin
Infiltration Basin Supplement
Form SW401-Infiltration Trench
Underground Infiltration Trench Supplement
Form SW401-Bioretention Cell
Bioretention Cell Supplement
Form SW401-Level Spreader
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Form SW401-Wetland
Constructed Wetland Supplement
Form SW401-Grassed Swale
Grassed Swale Supplement
Form SW401-Sand Filter
Sand Filter Supplement
Form SWU-101 Version 8.07 Page 3 of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office maybe found by locating project on the
interactive online map at http://h2o.enr.state.nc.us/su/msi maos.htm)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form `-%�,
• Original and one copy of the Deed Restrictions & Protective Covenants Form ti 7A
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP
• Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soil report --'�—
• Three copies of plans and specifications (sealed, signed &dated), including:
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):Withers & Ravenel. Inc.
Mailing Address:7040 Wrightsville Avenue, Suite 101
City:Wilmington State:NC Zip:28403
Phone: [phone] Fax: (910 ) 256-2584
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Todd Best
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: 4� Date: ��'3o-b%
Form SWU-101 Version 8.07 Page 4 of

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Micltviel F. Easley, Governor
FAX COVER SHEET
Date: / z//a/D 7
To:
Co: Sri/ >Gii pis �A✓�a� L
Fax: 2S6 2�5_
Re: GE / 0941'n-J
William G. Ross, Jr., Secretary
No. Pages (excl. cover): e5
From:J7���/J
Phone:
Fax: [phone]
A) -iE0'—
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] . An Equal Opportunity Affirmative Action Employer

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite io1
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To: NC Division of Water Quality
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
LETTER OF T° ° NSWTTAL
DATE 012/03/07
JOB NO. 03070722.00
ATTENTION Chris Baker
PHONE#
RE: GE—ToolingRepair Center
High Density Permit
❑ Attached ❑ Under separate covervia
❑ Prints ® Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
2
Sets of plans for stormwater permit
2
Copies of stormwater calculations
2
Stormwater Management Permit Application Form (one original, one copy)
2
Copies of Wet Pond Supplement
1
Application fee for $ 000.00 for express permitting
1
Copy of Wetland Letter from Corps of Engineers
2
Copies of 0&M Agreement (One original & one Copy)
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ Foryour use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
For approval.
COPYTO: File, Todd Best SIGNED:
If enclosures are not as noted, kindly notify us at once.

GE - HITACHI NUCLEAR ENGERGY
GE - TOOLING REPAIR CENTER
STORM WATER CALCULATIONS
FOR
NCDWQ
November 30, 2007
2PQOFEssioa �7 '
a SEAL
19742 -i!
9 FNGINEEP Q0
''0•,, �/Y. Fi An,
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington, North Carolina 28403
[phone]

STORM WATER NARRATIVE
GE - HITACHI NUCLEAR ENGERGY
GE - TOOLING REPAIR CENTER
WILMINGTON, NC
December 3, 2007
The address of the site is 3901 Castle Hayne Road, Wilmington, NC. The General Electric
site encompasses approximately 1,670 acres. This project involves constructing a + 1.6
acre building along with two large parking lots. The project area for this project totals 21.2
acres The pond designed for this project has been designed for future impervious area that
is planned to be built in the future. The wet pond will be designed. to meet New Hanover
County's and NCDWQ's stormwater requirements. Calculations are provided for sizing
the culverts for 25-year storm and limiting the runoff from the detention pond to pre
development flow rates for the 1 yr, 2 yr, 10 yr and 25 yr events.
The season high water table at the pond location is 18 inches below the surface. The
elevation at the location checked was elevation 29. Thus the seasonal high water table is
at elevation 27.50. The proposed normal pool elevation is at elevation 25.00. The pond
will be lined with a liner made of existing soils and bentonite that will meet a permeability
of 1 x 10-6 cm/sect. The depth of the liner will be confirmed before construction, once all
the soils testing has been completed. A 12 inch layer of existing on site material will be
placed on top of the liner during construction.
The soils on site are On (Onslow Type B), Be (Baymeade Fine Sand, Type A/D), Mu
(Murville Fine Sand, Type A), Wr (Wrightsboro Fine Loam, Type C), Ke (Kenansville Fine
Sand, Type A.D) and Pn (Pantego Loam, Type B/D. (For soils with the soils group "A/D" or
B/D classification, we used "A" or "B".
The 1 yr, 24 hr pre and post flow numbers are:
Storm Event
1 -Year
Pre Development
4.74
Flow
Post Development
3.45
Flow
Calculations_for determining pre and post flows are provided.

WITHERS &i RAVENEL
ENGINEERS IPLANNERS ISURVEYORS
GE —TOOLING REPAIR CENTER
Total Area Draining to Pond= 836,327 SF = 19.20 AC
Total Proposed Impervious Surface Area Draining to Pond:
Proposed Parking Lots
= 96,000 sf
Proposed Road
= 144,600 sf
Proposed Building
= 73,500 sf
Proposed Sidewalk
= 5,000 sf
Proposed ABC Stone Security Road
= 9,650 sf
Future Impervious Area
= 239,952 sf
568,702 sf
Impervious draining to pond = 568,702/836,327 = 68.0%
Required Storage for 1.5-Inch of Runoff For Pond: (use Schueler Method)
= 0.05 + 0.009 (1)
= 0.05 + 0.009(68) = 0.662
= (1.5")(0.662)(1/12)(836,327)
= 69,206 cf (71,109 cf provided @ elevation 26.5)
POND DEPTH SA/DA %
(FT)
5.00 (avg) 4.86
Avg Depth = 216,445/42,439 = 5.10 — 5.0 ft
If Pond Depth =5.0 ft, minimum surface area = 40,645 sf
Used 90% TSS chart to size pond
Area @ elevation 25.0 = 42,439 SF > 40,645 sf
POND SURFACE AREA (MIN.)
(SF)
40,645
Kequired storage for forebay: 20% of total permanent pool volume
= (0.2)(216,445 co
= 43,429 cf (44,598 CF PROVIDED — 20.6%)
107 stokley Drive Wilmington, North Carolina 28403 tel: [phone] rax:910-256-2584 www.withersravenelxom

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Pond Volume
Contour
IncrementallCumulative
Elevation
Area
Volume
Volume
ft
s
c
c
Bottom Elevation
17.00
14,199
0
0
19.00
2100
1--
21,116
38,634
-
70,351
23.00
24,994
46,110 v
116,461
_
24.00
27,037
26,016
142,477
Permanent Pool
25.00
31,703
29,370
171,847
Forebay Volumes
Contour
Incremental
Cumulative
_
Elevation
Area
Volume
Volume
ft
s
c
c
Bottom Elevation
19.00
4,940
0
0
---- ---------------- ------ ------
--- ---- -
20.00
---
5,336
5,138
5,138
_
21.00
6,272
5,804
10,942
22.00
7,280
6,776
17,718
23.00
8,360
7,820
25,538
24.00_
8,936
34,474_
Permanent Pool
25.00
_9,512
10,736
10,124
44,598
... _..
_...... ...
Foreba Volume is
................. ......... .-
of Total Pond Volume
1075tokley Drive Wilmington, North Carolina 28403 tel: [phone] fax:[phone] www.withersravenelxom

WITHERS &— RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1.5" STORAGE VOLUME
Contour Incremental Cumulative
Elevation Area Volume Volume
(ft)
(S9
(co
(co
Normal Pool 25.00
42,439
0
0
25.50
46,739
22,295
22,295
26.00
48,807
23,887
46,181
1.5Storage Level 26.50
50,905
24,928
71,109
POND RELEASE TIME FOR CONTROL PIPE: POND
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
_(FTL
CF
(CF)
CFS)
HOURS
26.50
71,109
24,928
0.515
13.5
26.00
46,181
23,886
0.420
15.8
25.50
22,295
22,295
0.297
20.8
25.00
0
TOTAL HOURS
50.1
DAYS
2.1
CONTROL PIPE:!
4
INCH ORIFICE HOLE
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd'A* 22gh "1/2
1075tokley Drive Wilmington, North Carolina 28403 tel: gro-256-9277 fax:gio-256-2584 www.withersravenelxom

GE - TOOLING REPAIR CENTER
Pond Area
Soils Drainage Area Curve No
On
B
248588
55
13672340
Be
A
84404
30
2532120
Wr
C
413276
70
28929320
Ke
A
24151
30
724530
Pn
B
9666
55
531630
Mu
A
56228
30
1686840
836313
48076780
19.20
Pre
Development Composite CN
57.5
GE - TOOLING REPAIR CENTER
Pond Area
Impervious CN 98
Pervious CN 57.5
Building Area
Drainage Area 836313
Impervious Area 569827
Pervious Area 266486
Post Development Composite CN 85.1

GE - HITACHI NUCLEAR ENGERGY
GE - TOOLING REPAIR CENTER
PRE AND POST DEVELOPMENT FLOWS
Withers & Ravenel, Inc.
7040 Wrightsville Avenue, Suite 101
Wilmington, North Carolina 28403
[phone]

Hydrograph Report
i
HydraOow Hydrographs by Intelisolve v9.22
Hyd. No. 1
Pre Development Site Drainage
Hydrograph type = SCS Runoff
Storm frequency = 1 yrs
Time interval
= 2 min
Drainage area
= 19.200 ac
Basin Slope
= 0.5 %
Tc method
= KIRPICH
Total precip.
= 3.70 in
Storm duration
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
740
3.907
742
4.187
744
4.405
746
4.571
748
4.682
750
4.735 <<
752
4.729
754
4.669
756
4.556
758
4.396
760
4.194
762
3.956
764
3.692
End
Thursday, Nov 29, 2007
Peak discharge = 4.735 cfs
Time to peak =
750 min
Hyd. volume =
35,787 cuft
Curve number =
57.5
Hydraulic length =
2900 ft
Time of conc. (Tc) =
27.0 min
Distribution =
Type III
Shape factor =
484
( Printed VWUel >= 75.00 % d Op.)

Hydrograph Report
1
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 1
Post Development Site Drainage
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 1 yrs
= 2 min
= 19.200 ac
= 0.5 %
= KIRPICH
= 3.70 in
= 24 hrs
' Composite (Area/CN) = [(20.510 x 96) + (11.040 x 56)] / 19.200
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
12.17
22.62
12.20
24.74
12.23
26.67
12.27
28.20
12.30
29.10
12.33
29.36 <<
12.37
29.12
12.40
28.56
12.43
27.78
12.47
26.80
12.50
25.62
12.53
24.28
12.57
22.78
.End
Thursday, Nov 29, 2007
Peak discharge = 29.36 cfs
Time to peak =
12.33 hrs
Hyd. volume =
153,328 cuft
Curve number =
85.1"
Hydraulic length =
2900 ft
Time of conc. (Tc) =
27.0 min
Distribution =
Type III
Shape factor =
484
( Prinleal values- 75 00% of pp.)

Hydrograph
Report
2
Hydraflow Hydrographs by Inlelisolve v9.22
Thursday, Nov 29, 2007
Hyd. No. 2
Pond Routing
Hydrograph type
= Reservoir
Peak discharge
= 3.446 cfs
Storm frequency
= 1 yrs
Time to peak
= 14.00 hrs
Time interval
= 2 min
Hyd. volume
= 145,437 cuft
Inflow hyd. No.
= 1 - Post Development
Site Drait4gervoir name
= Pond
Max. Elevation
= 26.81 ft
Max. Storage
= 92,677 cuft
Storage Indication method used.
Hydrograph
Discharge
Table
Printed values >=75,00%of Qp.)
Time
Inflow
Elevation
Clv A
Clv B
Clv C PfRsr Wr A
Wr B Wr C Wr D Exfil Outflow
(hrs)
cfs
ft
cfs
cfs
cfs cfs cfs
cfs cfs cfs cfs cfs
13.10
5.850
26.75
5.647
0.528
2.099 ----- -----
----- ----- ----- ----- 2.627
13.13
5.583
26.75
5.647
0.529
2.185 ----- -----
----- ----- ----- ----- 2.714
13.17
5.359
26.76
5.647
0.530
2.262 ----- -----
----- --- ----- ----- 2.792
13.20
5.170
26.76
5.647
0.531
2.331 ----- -----
----- ----- ----- ----- 2.862
13.23
5.009
26.77
5.647
0.532
2.394 ----- -----
----- ----- ----- ----- 2.925
13.27
4.870
26.77
5.647
0.532
2.450 ----- -----
----- ----- ----- ----- 2.982
13.30
4.745
26.78
5.647
0.533
2.501 ----- -----
---- ----- ----- ----- 3.034
13.33
4.630
26.78
5.647
0.534
2.547 ----- -----
----- ---- ----- ----- 3.081
13.37
4.525
26.78
5.647
0.534
2.589 ---- -----
----- ----- ----- ----- 3.123
13.40
4.429
26.79
5.647
0.535
2.626 ----- -----
----- ----- ----- ----- 3.161
13.43
4.341
26.79
5.647
0.535
2.661 ----- -----
----- ----- ----- ----- 3.196
13.47
4.261
26.79
5.647
0.536
2.691 ---- -----
----- ----- ----- ----- 3.227
13.50
4.187
26.79
5.647
0.536
2.719 ----- -----
----- ---- ----- ----- 3.255
13.53
4.120
26.80
5.647
0.536
2.744 ----- ----
----- ----- ----- ----- 3.281
13.57
4.057
26.80
5.647
0.537
2.767 ----- ----
----- ----- ----- ----- 3.303
13.60
4.000
26.80
5,647
0.537
2.787 ----- -----
----- ----- ----- ----- 3.324
13.63
3.946
26.80
5.647
0.537
2.807 ----- -----
----- ----- ----- - 3.344
13.67
3.896
26.80
5.647
0.537
2.826 ----- -----
----- ----- ----- ----- 3.363
13.70
3.848
26.80
5.647
0.537
2.842 ----- ----
----- ----- ----- ----- 3.380
13.73
3.802
26.80
5.647
0.538
2.857 ----- -----
----- ----- ----- ----- 3.395
13.77
3.756
26.80
5.647
0.538
2.870 ---- -----
----- ----- ----- ----- 3.408
13.80
3.711
26.81
5.647
0.538
2.881 ----- -----
----- ----- ----- ----- 3.418
13.83
3.666
26.81
5.647
0.538
2.889 ----- -----
----- ----- ----- ----- 3.427
13.87
3.621
26.81
5.647
0.538
2.897 ----- -----
--- ----- ----- 3.435
13.90
3.576
26.81
5.647
0.538
2.902 ----- -----
----- ---- ----- ----- 3.440
13.93
3.530
26.81
5.647
0.538
2.906 ----- -----
----- ---- ----- ----- 3.444
13.97
3.485
26.81
5.647
0.538
2.908 ----- -----
----- ----- ----- ----- 3.446
14.00
3:439
26.81 <<
5.647
0.538
2.908 ----- -----
----- ----- ----- ----- 3.446 <<
14.03
3.393
26.81
5.647
0.538
2.907 ----- -----
----- --- - ----- ----- 3.445
14.07
3.348
26.81
5.647
0.538
2.905 ----- -----
----- -=-- ----- ----- 3.443
14.10
3.303
26.81
5.647
0.538
2.901 ----- ----
---- ----- ----- ----- 3.439
14.13
3.259
26.81
5.647
0.538
2.896 ----- -----
----- ----- ----- ----- 3.434
14.17
3.215
26.81
5.647
0.538
2.889 ----- -----
----- ----- ----- ----- 3.427
14.20
3.173
26.81
5.647
0.538
2.882 ----- -----
----- ----- ---- ----- 3.419
14.23
3.133
26.81
5.647
0.538
2.873 ----- ----
---- ---- ----- ----- 3.411
14.27
3.094
26.80
5.647
0.538
2.863 ---- -----
----- ----- ----- ----- 3.401
14.30
3.057
26.80
5.647
0.538
2.852 ----- ----
----- ----- ----- ----- 3.390
14.33
3.022
26.80
5.647
0.537
2.841 ----- -----
----- ----- ----- ----- 3.378
14.37
2.988
26.80
5.647
0.537
2.828 ---- -----
----- ----- ----- ----- 3.366
14.40
2.957
26.80
5.647
0.537
2.815 ----- -----
----- ----- ----- ----- 3.353
Continues on next page...

3
Pond Routing
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Civ B
Clv C PfRsr Wr A
Wr B Wr C Wr D . Exfil Outflow
(hrs)
cfs.
ft
cfs
cfs
cfs cfs Cfs
cfs cfs cfs cfs Cfs
14.43
2.927
26.80
5.647
0.537
2.802 ----- -----
---- ----- ----- - 3.339
14.47
2.898
26.80
5.647
0.537
2.789 ----- ----
----- ----- ---- ----- 3.326
14.50
2.871
26.80
5.647
0.537
2.777 ----- -----
----- ----- ----- ----- 3.314
14.53
2.844
26.80
5.647
0.537
2.764 ----- -----
----- ---- ----- ----- 3.301
14.57
2.819
26.80
5.647
0.536
2.751 ----- -----
----- --- ----- 3.288
14.60
2.795
26.80
5.647
0.536
2.738 ----- -----
----- ----- ----- ----- 3.274
14.63
2.771
26.79
5.647
0.536
2.724 ----- ----
----- ----- ----- -- 3.260
14.67
2.748
26.79
5.647
0.536
2.710 ----- -----
----- ----- ---- --- 3.246
14.70
2.726
26.79
5.647
0.536
2.696 ----- -----
----- - ----- ----- 3.232
14.73
2.703
26.79
5.647
0.535
2.681 ----- -----
----- --- --- 3.217
14.77
2.681
26.79
5.647
0.535
2.667 ----- -----
----- ---- ----- ----- 3.202
14.80
2.659
26.79
5.647
0.535
2.652 ----- -----
---- ----- ----- ----- 3.187
14.83
2.637
26.79
5.647
0.535
2.637 ----- -----
----- - --- 3.172
14.87
2.615
26.79
5.647
0.535
2.622 ----- -----
----- ----- ----- --- 3.156
14.90
2,593
26.79
5.647
0.534
2.606 ----- -----
----- ----- ----- -- 3.141
14.93
2.570
26.78
5.647
0.534
2.591 ----- -----
----- ----- ----- ----- 3.125
14.97
2.548
26.78
5.647
0.534
2.575 ----- -----
----- ----- ----- --- 3.109
15.00
2.526
26.78
5.647
0.534
2.559 ----- -----
----- ----- ----- --- 3.093
15.03
2.504
26.78
5.647
0.534
2.543 ----- -----
----- ----- ----- ----- 3.076
15.07
2.481
26.78
5.647
0.533
2.527 ----- -----
----- ----- ----- ----- 3.060
15.10
2.459
26.78
5.647
0.533
2.510 ----- -----
----- ----- ----- ----- 3.043
15.13
2.436
26.78
5.647
0.533
2.493 ----- -----
----- ----- ----- --- 3.026
15.17
2.414
26.77
5.647
0.533
2.477 ----- -----
----- ----- 3.009
15.20
2.392
26.77
5.647
0.533
2.460 ----- -----
----- ----- ----- ----- 2.992
15.23
2.369
26.77
5.647
0.532
2.443 ----- -----
----- ----- 2.975
15.27
2.347
26.77
5.647
0.532
2.425 ----- -----
----- ---- ----- ----- 2.957
15.30
2.324
26.77
5.647
0.532
2.408 ----- -----
----- ----- ----- ----- 2.940
15.33
2.301
26.77
5.647
0.532
2.391 ----- -----
----- ----- ----- ----- 2.922
15.37
2.279
26.77
5.647
0.531
2.373 ----- -----
----- ----- ----- ----- 2.904
15.40
2.256
26.77
5.647
0.531
2.355 ----- -----
----- --.--- ----- ----- 2.886
15.43
2.233
26.76
5.647
0.531
2.337 ----- -----
----- ----- ----- ----- 2.868
15.47
2.211
26.76
5.647
0.531
2.319 ----- -=---
----- ----- ----- ----- 2.850
15.50
2.188
26.76
5.647
0.530
2.301 ----- -----
----- ----- ----- ----- 2.831
15.53
2.165
26.76
5.647
0.530
2.283 ----- -----
----- ----- ----- ----- 2.813
15.57
2.143
26.76
5.647
0.530
2.264 ----- -----
----- ----- ----- ----- 2.794
15.60
2.120
26.76
5.647
0.530
2.246 ----- -----
----- ----- ----- ----- 2.776
15.63
2.097
26.76
5.647
0.529
2.227 ----- -----
----- ----- ----- ----- 2.757
15.67
2.074
26.75
5.647
0.529
2.209 ----- -----
----- ----- ----- ----- 2.738
15.70
2.051
26.75
5.647
0.529
2.190 ----- -----
----- ----- ----- ----- 2.719
15.73
2.028
26.75
5.647
0.529
2.171 ----- ----
----- ----- ----- ----- 2.699
15.77
2.006
26.75
5.647
0.528
2.152 ----- -----
----- ----- ----- ----- 2.680
15.80
1.983
26.75
5.647
0.528
2.133 ----- ----
----- ----- ----- ----- 2.661
15.83
1.960
26.75
5.647
0.528
2.113 ----- -----
----- ----- ----- ----- 2.641
15.87
1.937
26.74
5.647
0.528
2.094 ----- -----
----- ----- ----- ----- 2.622
15.90
1.914
26.74
5.647
0.527
2.075 ----- -----
----- ----- ----- ----- 2.602
End

Pond Report a
Hydraflow Hydrographs by Intelisolve v9.22
Thursday, Nov 29, 2007
Pond No. 1
- Pond
Pond Data
Contours - User
-defined contour
areas.
Average end area method used for volume calculation. Begining Elevation =
25.00 ft
Stage I Storage Table
Stage (ft)
Elevation (ft)
Contour area (sqft)
Incr. Storage (cult)
Total storage (cult)
0.00
25.00
45,092
0
0
0.50
25.50
49,648
23,685
23,685
1.00
26.00
51,818
25,367
49,052
2.00
27.00
56,251
54,035
103,086
3.00
28.00
60,807
58,529
161,615
4.00
29.00
65,488
63,148
224,763
4.20 -
29.20
67,875
13,336
238,099
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[PrfRsr]
[A] [B]
[C]
[D]
Rise (in)
= 36.00
4.00
16.00
0.00
Crest Len (ft)
= 25.00 30.00
0.00
0.00
Span (in)
= 36.00
4.00
20.00
0.00
Crest El. (ft)
= 28.20 28.50
0.00
0.00
No. Barrels
= 1
1
3
0
Welr Coeft.
= 3.00 3.00
3.33
3.33
Invert El. (ft)
= 24.00
25.00
26.50
0.00
Weir Type
= Broad Broad
--
---
Length (ft)
= 92.00 -
0.00
0.00
0.00
Multi -Stage
= Yes No
No
No
Slope (%)
= 0.30
0.00
0.00
n/a
N-Value
= .013
.013
.013
n/a
Orifice Coen.
= 0.60
0.60
0.60
0.60
Exfil.(in/hr)
= 0.000 (by Contour)
Multi -Stage
= n/a
Yes
Yes
No
TW Elev. (ft)
= 0.00
Stage (ft)
5.00
4.00
3.00
2.00
1.00
0.00
0.0 10.0
Total Q
Note: CulvergOrifice outflows are analyzed under inlet (ic) and outlet (m) control. Weir nears checked for orifice conditions (ic) and submergence (s).
Stage / Discharge
20.0 30.0 40.0 50.0 60.0 70.0 80.0 90.0
Elev (ft)
30.00
29.00
28.00
27.00
26.00
25.00
100.0 110.0 120.0
Discharge (cfs)

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2007-03568-065 County: New Hanover U.S.G.S. Quad: Castle Havne
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: General Electric -Hitachi Nuclear Energy Americas. LLC
Address: Attn: Mr. Todd Best, Facilities Manager
Post Office Box 780
Wilmington, NC 28402
Telephone No.:
Properly description
Size (acres) appx. 57 Nearest Town Wilmington
Nearest Waterway NE Cape Fear River Basin NE Cape Fear
USGS HUC 03030007 Coordinates N 34.3243 W 77.9476
Location description The project area is located within the existing GE facilities and property at 3901 Castle Havne
Road, to the immediate south and west of the existing structures near the Northeast Cape Fear River- north of
Wilmington, NC.
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 fmal, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
_ There are wetlands on the above described property subject to the permit requirements of Section 404 of the Clean Water
Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be
relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property 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.
X There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
Page 1 of 2

A
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
C. Basis For Determination
Please be aware that this prmDerty contains non -jurisdictional isolated wetlands Please contact the North Carolina
Division of Water Quality at [phone] to discuss the State's regulations and requirements for these waters It was
determined that these wetlands are not bordering nei2liborin2 or Conti uous with any Section 404 or Section 10
lurisdiclional waters. This determination is based on information submitted by Withers & Ravenel and a site visit by
Jennifer Frye on 10/16/2007.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attri Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33.CFR part 331.5, and that it has been received by the 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 12/31/2007.
**It is not necessary to submit an RFA form to the District Office if you do not object to die determination in this
correspondence.'• /
Corps Regulatory Official:�—
Date 10/31/2007 Expiration Date 10/31/2012
Action Id. SAW-2007-03569-065
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
htip:Hwww.saw.usace.army.mil/WETLANDS/index.hlml to complete the survey online.
Copy famished:
Chad Coburn, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405,
Troy Beasley, Withers & Ravenel, 7040 Wrightsville Ave., Suite 101, Wilmington, NC 28403 .
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