SW7120112_HISTORICAL FILE_20200330

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

Transmittal of CJIVED MAR 3 Q 20
March 26, 2020
Roger Thorpe
NC DEMLR
943 Washington Square Mail
Washington, NC 27889
RE: Hardee's Restaurant — Stormwater Permit Renewal
Located at 2427 W e Street, Washington, NC 27889
License No.: SW7120112
Mr. Thorpe,
At the request of Bay Foods Inc., please find enclosed the most recent full inspection report 1
certification documents for the above referenced property. The renewal fee of $505.00 is also
included with this submittal.
Please contact me directly at 919-819-0671 should you have questions regarding the information
provided.
Thanks
Mark Tutor
Project Manager
Innovative Development Solutions, Inc.
7283 NC Hwy 42, Suite 102 #324
Raleigh, NC 27603
[phone]

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,MIC:HAEL 5. RECAN
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S. DANWA, M!'Tf i
)Merin,
Mr. Ben Mayo Boddie, President
Bay Foods, Inc.
P.O. Box 1908
Rocky Mount, NC 27802-1908
Dear Mr. Boddie:
Fit vironnwrttal Qunhly
July 29, 2019
Subject: Stormwater Permit Renewal
Stormwater Management Permit SW7120112
Hardee's Restaurant — Washington, NC
Beaufort County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7120112 for a stormwater treatment system consisting of two
constructed wetlands serving the Hardee's Restaurant located on US Hwy 264 in
Washington, NC expires on February 15, 2020. This is a reminder that permit renewal
applications are due 180 days prior to expiration. We do not have a record of receiving
a renewal application.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal. Application forms for renewal can be found on our website at:
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nstruction. North Carolina General Statutes and the
Coastal Stormwater rules require that this property be covered under a stormwater
permit. Failure to maintain a permit subjects the owner to assessment of civil penalties.
If you have questions, please feel free to contact me at [phone]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at =_i;°:Tii
Sincerely,
Rog�K.horpe
Environmental Engineer
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a
;�. BUSINESS CORPORATION ANNUAL REPORT
to.M17"
NAME OF BUSINESS CORPORATION: Bay Foods, Inc.
0011075 tft° ce y
SECRETARY OF STATE ID NUMBER: STATE OF FORMATION: NC
E - Filed Annual Report
0011075
REPORT FOR THE FISCAL YEAR END: 1 2/31 /201 8 CA201
907104473
`� 0 707.0 3/1212019 04:20
SECTION A: REGISTERED AGENT'S INFORMATION RECEIVED MAR ❑ changes
1. NAME OF REGISTERED AGENT: BODDIE, BEN MAYO
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
1021 Noell Lane PO Box 1908
Rocky Mount, NC 27804-1761 Nash County Rocky Mount, NC 27802-1908
SECTION S: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: AccomOdation & food
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
1021 Noell Lane PO Box 1908
Rocky Mount, NC 27804-1761 Rocky Mount, NC 27802-1908
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C. OFFICERS (Enter additional officers in Section E.)
NAME: Douglas E. Anderson NAME: Ben Mayo Boddie NAME: W. Craig Worthy
TITLE: Secretary TITLE: President TITLE: Treasurer
ADDRESS:
P. O. Box 1908
Rocky Mount, NC 27802-1908
ADDRESS:
P. O. Box 1908
Rocky Mount, NC 27802-1908
ADDRESS:
P. O. Box 1908
Rocky Mount, NC 27802-1908
SECTION D: CERTIFICATION OF AhlhItaAL REPORT, Section D must be completed in its entirety by a person/business
enl'
%ouglas E. Anderson 3/12/2019
SIGNATURE
Form mist be signed by an ofrroer listed under Section C of this rum.
DATE
Douglas E. Anderson Secretary
Print or Type Name of Officer . Pnnt or Type Title of Officer
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E. ADDITIONAL OFFICERS
NAME: Michael W. Boddie
NAME. William L. Boddie
NAME: Ben Mayo Boddie, Jr.
TITLE: Executive Officer
TITLE: Executive Officer
TITLE: Executive Officer
ADDRESS:
ADDRESS:
ADDRESS:
P. 0. Box 1908
P. 0. Box 1908
P. 0. Box 1908
Rocky Mount, NC 27802-1908
Rocky Mount, NC 27802-1908
Rocky Mount, NC 27802-1908
NAME: Douglas E. Anderson
NAME: W. Craig Worthy
NAME:
TITLE: Vice President
TITLE: Vice President
TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
P. 0. Box 1908
P. 0. Box 1908
Rocky Mount, NC 27802-1908
Rocky Mount, NC 27802-1908
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NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, PE
Governor Director
Mr. B. Mayo Boddie, Jr., VP
Bay Foods, Inc.
PO Box 1908
Rocky Mount, NC 27802
0
Dear Mr. Boddie:
February 15, 2012
Resources
Subject: Stormwater Permit No. SW7120112
Hardee's Restaurant
High Density Commercial Wet Pond Project
Beaufort County
W ot-RO
Dee Freeman
The Washington Regional Office received a complete Stormwater Management Permit Application for
Hardee's Restaurant on February 10, 2012. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title -15A NCAC 2H.1000. We are forwarding Permit No. SW7120112
dated February 15, 2012, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 15, 2020, 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 thirty (30) 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 Scott
Vinson, or me at [phone].
,in cere y,
�I 4idRegal Supervisor
Surface Water Protection Section
AH/ sv: K:IWQSISTORMWATERIPERMIT1SW7120112
CC' Louis Penci, PLS — AES Consulting Engineers [ewoj �nd)
.City of Washington Planning Department
Washington Regional Office
North Carolina Division of Water Quality Intemet; www.ncwaterquality.orri One
Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone] North Carolina
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Awmallff

State Stormwater Management Systems
Permit No. SW7120112
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
Bay Foods, Inc.
Hardee's Restaurant
US Hwy 264, Washington, Beaufort County
FOR THE
construction, operation and maintenance of two constructed wetlands in compliance
with the provisions of Session Law 2008-211 and 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 February 15, 2020, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. 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 1.7 of this permit. The stormwater controls have
been designed to handle the runoff from 78,553 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section I. of
this permit, and per approved plans.
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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7120112
7. The following design criteria have been provided in the two constructed wetlands
and must be maintained at design condition:
a. Drainage Area, ftz:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Permanent Pool (PP)Elevation, FM§-:
e. Shallow Water (PP) Surface Area, ft
f. Temporary Pool (TP) Elevation, F111�SL
g. Shallow !-and (TP) Surface Brea, ft
h. Required Storage Volume, ft
i. Permitted Storage Volume, ft3:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin.
m. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
DA #1
DA#2
78,117
36,968
56,590
21,963
1.50
1.50
11.00
10.00
3,205
1,352
12.00
11.00
2,502
1,380
6,891
2,689
8,055
3,548
2.00"0
1.25"0 pipes
1,905
570
Tranters
Creek/Tar-Pamlico
28 - 103
"C; Sw; NSW"
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 strip.
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, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times..
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
6. Decorative spray fountains will not be allowed in the stormwater treatment
system.
7. 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. SW7120112
8. 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.
9. 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.
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
Maur permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
1. This per 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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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 Stormwater Management Systems
Permit No. SW7120112
4. 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.
5. 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.
6. 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.
7. The permit issued shall continue in force and effect until revoked or terminated.
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.
8. 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.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until February 15, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 15t" day of February, 2012.
NORTH CIAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
41 A �-- t — _ for
Cha s Wa ilE:,-Director—
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7120112
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7120112
Hardee's Restaurant
Stormwater Permit No. SW7120112
Beaufort Countv
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ 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 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. SW7120112
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 Washington Regional Office
City of Washington Planning / Building Inspections
Page 7 of 7

State Stormwater Management Systems
Permit No. SW71201'12
Hardee's Restaurant
Stormwater Permit No. SW7120112
Beaufort County
Designer's Certification
Mark A. Richardson Professional Engineer
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/
j tame) the construction of the project,
Hardee's Restaurant, City of Washington, Beaufort County
(Project)
Bay Foods, Inc.
� 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:
#8. All slopes have been seeded & straw mulched.
I
#12. The 1.25" and 2" drawdown pipes .have been installed as 4" pipes.
However the design discharges & drawdown times have been maintained
by restri tin the flow by,,decreasing the orifice sizes.
SEAL
Signature CAR
Registration NumberQ
Date July 9, 2012 •
029256 •
NGINVi�` �.
RECEIVED ��� 'Ric
JUL 13 2o12
DWQ-WARO
Page 6 of 7

DMCJ-MVu0
IRr 11 M
UE.:CEIAED
IL

- State Stormwater Management Systems
Permit No. SW7120112
Certification Requirements:
x 1. The drainage area to the system contains -approximately the permitted
acreage.
x 2. The drainage area to the system contains no more than the permitted
amount of built -upon -area.
x 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
x 4. All roof drains are located such that the runoff is directed into the system.
x 5. The outlet/bypass structure elevations are per the approved plan.
x 6. The outlet structure is located per the approved plans.
x 7. Trash rack is provided on the outlet/bypass structure.
* i3. All slopes are grassed with permanent vegetation.
x 9. Vegetated slopes are no steeper than 3:1.
x 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
x 11. The permitted amounts of surface area and/or volume have been
provided.
* 12. Required drawdown devices are correctly sized per the approved plans.
x 13. All required design depths are provided.
x 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
x 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
City of Washington Planning / Building Inspections
* See noted deviations on page 6
Page 7 of 7

pt pz- EXPRESS Permit Number: St v `1 1 Xa 112
(to be provided by DKQ) .
JAN 25 2012
Drainage Area Number:
NC ®ENR
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a log in a
known set location. Any deficient BMP elements noted in the inspection will be corrected, repaired or
replaced immediately. These deficiencies can affect the integrity of structures, safety of the public, and
the removal efficiency of the BMP.
Important maintenance procedures:
— Immediately foilowu-tg construction of the stormwater wetland, bi-weekly inspections will be
conducted and wetland plants will be watered bi-weekly until vegetation becomes established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial fertilization that is
required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the sediment load to the
wetland.
— Once a year, a dam safety expert should inspect the embankment.
After the stormwater wetland is established, I will inspect it monthly and within 24 hours after every
storm event greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired
immediately.
:o dt_ential.'" roblem:. _ i yet; `, fit:
arHow.lI�will�rennediateethe, robleina �
Entire BMP
Trash/debris is present.
Remove the trash/debris.
Perimeter of wetland
Areas of bare soil and/or erosive
Regrade the soil if necessary to remove the
gullies have formed.
gully, and then plant a ground cover and
water until it is established. Provide time
and a one-time fertilizer application.
Vegetation is too short or too long.
Maintain vegetation at an appropriate
height.
inlet device: pipe or
The pipe is clogged (if applicable).
Unclog the pipe. Dispose of the sediment
swale
offsite.
The pipe is cracked or otherwise
Replace the pipe.
if applicable).
-damaged
Erosion is occurring in the Swale (if
Regrade the swale if necessary to smooth
applicable). i
it over and provide erosion control
devices such as reinforced turf matting or
riprap to avoid future problems with
erosion. .
Form SW401-Wetland O&M-Rev-4 Page 1 of 3

Permit Number:
(to be provided by DJVQ)
ew �'4,
"OiU', NeWmedi
'.Rjffi diaj�rt rill_'6 16
Forebay
Sediment has accumulated Li the
Search for the source of the sediment and
forebay to a depth that inhibits the
remedy the problem if possible. Remove
forebay from functioning well.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Erosion has occurred.
Provide additional erosion protection such
as reinforced turf matting or riprap if
needed to prevent future erosion
problems.
Weeds are present.
Remove the weeds, preferably by hand. If
a pesticide is used, wipe it on the plants
rather than spraying.
Deep pool, shallow water
Algal growth covers over 50% of the
Consult a professional to remove and
and shallow land areas
deep pool and shallow water areas.
control the algal growth.
Cattails, phragmites or other invasive
Remove invasives by physical removal or
plants cover 50% of the deep pool and
by wiping them with pesticide (do not
shallow water areas,
spray) - consult a professional.
Shallow land remains flooded more
Unclog the outlet device immediately.
than 5 days after a storm event.
Plants are dead, diseased or dying.
Determine the source of the problem:
soils, hydrology, disease, etc. Remedy the
problem and replace plants. Provide a
one-time fertilizer application to establish
the ground cover if necessary.
Best professional practices show that
Prune according to best professional
pruning is needed to maintain optimal
practices.
plant health.
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth of the deep
the sediment and dispose of it in a location
Pools.
where it will not cause impacts to streams
or the BMP.
Embankment
A tree has started to grow on the
Consult a dam safety specialist to remove
embankment.
the tree.
An annual inspection by appropriate
Make all needed repairs.
professional shows that the
embankment needs re air.
Evidence of muskrat or beaver activity
Consult a professional to remove muskrats
is present.
or beavers.
Micropool
Sediment has accumulated and
Search for the source of the sediment and
reduced the depth to 75% of the
remedy the problem if possible. Remove
original design depth.
the sediment and dispose of it in a location
where it will not cause impacts to streams
or the BMP.
Outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the
sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
Receiving water
Erosion or other signs of damage have
Contact the NC Division of Water Quality
occurred at the outlet.
401 Oversight Unit at 919-733-1.786.
Form SW40 I -Wetland O&M-Rev.4 Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that t am responsible for the performance of the
maintenance procedures listed above. I agree to notify DWQ of any probletns with the system or prior
to any changes to the system or responsible party.
Project name:
BMP drainage area number:
Print name:
Title: U�t --
Address:
Phone:
Signature: L�
Date: f,
O ff o c/1 cA .Q
s
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been
sold and a resident of the subdivision has been named the president.
I, , a Notary Public for the State of
Vl�InQ. ounty of —1"*"\", , do hereby certify that
y1� OAQAjt _ personally appeared before me this ) day of
a,0 1 , and acknowledge the due execution of the forgoing stormwater wetland
maintenance requirements. Witness my hand and official seal,
yP�r
Terry R Pope
Notary Public
Edgecombe County, NC
SEAL
My commission expires l — IS" 13
Form SW401-Wetland O&M-Rev.4 Page 3 of 3

�N%1 to e x x <Mt sk [aW ITSE'ONLYi
Qt_._
� .: ,a
�,�"�„:,�a� ,xt. ram. - . �zt�,x�i'�..�Itkt�??.;_,:�, ��.��. ±tr..x.
e
Fee Paid Ce4 51 S1I L-
Permit Number
v5v S4,f-C70
• 'W -1 1 'Lb1 17-
Applicable u es: oastal SW -1995 ❑ Coastal VV - 2008 ❑ Ph Il - Post Construction
(select all that(pp�� P on -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
�A4� er WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources ,' 1CS0
Division of Water Quality IY
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, Ietters, operation and maintenance agreements, etc.):
Hardee's Restaurant
2. Location of Project (street address):
Southwest side of Route 264 just east of Tranters Creek Drive
City:WashinQton County:Beaufort Zi
3. Directions to project (from nearest major intersection):
The project site is Iocated on the southwest side of Route 264 approximately 260' east of the intersection of
Route 264 and Tranters Creek Drive
4. Latitude:35° 35' 01" N Longitude:770 05' 38" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New . ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* "provide a designer's certification
Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the Stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
®Sedimentation/Erosion Control: 2.83 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
Form SWU-101 Version 07)un2010 Page I of 6

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project}:
Applicant/Organization: BAY FOODS INC
Signing Official & Title:B.MAYO BODDIE, IR VICE PRESIDENT
b.Contact information for person listed in item la above:
Street Address:1021 NOELL LANE
City:ROCKY MT State:NC Zip:27802
Mailing Address (if applicable): P.O. BOX 1908
City:ROCKY MT State:NC Zip:27802
Phone: (252 ) 937-2800 Fax: (252 ) 937-4909
Email:[e-mail]
Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* lMh a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below}
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization: BAY FOODS. INC
Signing Official & Titic:B.MAYO BODDIE, IR
b.Contact information for person listed in item 2a above:
Street Address:1021 NOELL LANE
City:ROCKY MT State:NC Zip:27802
Mailing Address (if applicable): P.O. BOX 1908
City:ROCKY MT State:NC Zip:27802
Phone: (252 ) 937- 2800
Email:[e-mail]
Fax: (252 ) 9374909
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person /Organ iza tion:TOM MCCLANAHAN / BODDIE-NOELL ENT., INC
Signing Official & Title:TOM MCCLANAHAN/ PROJECT MANAGER_
b.Contact information for person listed in item 3a above:
Mailing Address:P.O. BOX-1908'
City:ROCKY MT State:NC Zip:27802
Phone: (540 ) 314-6117 Fax: ( )
Form SWU-101 Version 07Jun2010 Page 2 of 7

Email:[e-mail]
4. Local jurisdiction for building permits: CITY OF WASHINGTON
Point of Contact:WAYNE HARREL
1V. PROJECT INFORMATION
Phone #: (252 ) 975-9304
1. In the space provided below, briefly y summarize how the stormwater runoff will be treated.
This project proposes two 2 onsite stormwater wetland basins with pretreatment sedimentation foreba s
and overlaying detention zones.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Tar -Pamlico River basin.
4. Total Property Area: 2.55 acres
5. Total Coastal Wetlands Area: 0 acres
b. Total Surface Water Area: 0 acres
7. Total Property Area (4) —Total Coastal Wetlands Area (5) —Total Surface Water Area (b) = Total Project
Area+:2.55 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NNW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line tnay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 53 ' 70) /o
9. I -low many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drabiag e Area 2
Drainage Area
.Draina e Area _
Receiving Stream Name
Tranters Creek
Tranters Creek
Stream Class
C;SW;NSW
C;SW;NSW
Stream Index Number *
28-103
28-103
Total Drainage Area (so
78117
36968
12.
On -site Drainage Area (sf)
66664
36968
Off -site Drainage Area (so
11453
0
Proposed Impervious Area** (so
56590
21963
% Impervious Area** (total)
72
59
619
Impervious** Surface Area
Draina e Area 1
Draina e'Area 2 `
Drainage Area . '
Drainage Area
On -site Buildings/Lots (sf)
0
3235
On -site Streets (so
0
0
On -site Parking (so
45672
17850
On -site Sidewalks (so
684
346
Other on -site (so
0
532
Future (so
0
0
Off -site (so
10234
0
Existing BUA*** (sf)
0
0
Total (so:
56590
21963
Stream Class and Index Number can be determined at: littp://2ortal.ircdeirr.org/web/Zvcl/Vs/cs2!/classl cations
"* Impervious urea is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Topograhical Survey
Proieets in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatener! &
Endangered Species watershed that may be subject to more stringent stormwater requirements (is per NCAC 028.0600,
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/­wq/ws/­su/bmp-manua1.
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. A detailed application instruction sheet and BMP
checklists are available from http://12ortal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr,org/web/wq/ws/su/mai2s.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/stateswZforms__dors.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. OriginaI and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/vases/onestol2exi2ress.htm] for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations.
8.
Two sets of plans folded to 8.5" x 14" (scaled, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o Draina e areas delineated (included in the main set of Tans not as a se crate document)
g P - P
p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SH WT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: T10 Page No: 430
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hLtl2://www.secretary.st,-ite.nc.us/Cori2orations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://12ortal.ncdenr.org/web/wq/ws/su/sLatesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall.include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ, and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Jun2010 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information). _ 1 Al
gTA_q �qy
Consulting Engineer:
Consulting Firm: AES CONSULTING ENGINEERS
�-k 2 �t�� ►�s� n
Mailing Address:5248 OLDS TOWNE ROAD
City:WILLIAMSSU RG State:VA Zip:23188
Phone: [phone] Fax:
Email:[e-mail] /hG r k'• r to 5✓-' -c-a -
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) MAYO BODDIE, IR , certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) MAYO BODDIE IR with (print or type name of organization listed in
Contact Information, item 1a) BAY FOODS, INC to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
Date: /" f"f Z
a Notary Public for the State of County of
do hereby certify that personally appeared
before me this ' day of a01 i! and acknowledge th ue execution of the application for
a stormwater permit. Wit ess my hand and official seal,
Terry R Pope
Notary Public
Edgecombe County, NC
SEAL
My commission expires I fah
Form SWU-101 Version 07Jun2010 Page 6 of 7

X. APPLICANT'S CERTIFICATION
1, (print or type name of person listed in Contact Information, item 1a) MAYO BODDIE, IR
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 the
applicable stormwater rules under 15A NCAC 2H .1000, SL 2006-246 (Ph. Il — Post Construction) or SL 2008-21.1.
Signature:
Date: / 5-- ( 2
4
I a Notary Public for the State of County of
141 do hereby certify that 7G4Aj Xcd& personally appeared
before me this day of dO f�-and a knowledge th ecution of the application for
a stormwater permit. W ess my hand and official seal, t:��
Terry P. Pope
Notary Public
Edgecombe County, NC
SEAL
My commission expires ILOLO
Form SWU-101 Version 07Iun2010 Page 7 of 7

r
ARIA
NCDEfNR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I I P,RO'JEQTJINEQRMAT10N
Project name Mardee's Restaurant - City of Washington, NC
Contact name ITom McClanahan j
Phone number i540 314 6117
Date ,January 9,2012iRevised February B, 2012 j
Drainage area number
iStormwater Wetland #1
Site Characteristics
Drainage area
78,117.00 ftz
Impervious area
56,590.00'ft2
Percent impervious
72.4% %
Design rainfall depth
1.50 inch
Peak Flow Calculations
1-yr, 24-hr rainfall depth
_
3.50 'in
1-yr, 24-hr intensity
I 3.18 inlhr
Pre -development 1-yr, 24-hr runoff
i 3.52 ft3lsec
Post -development 1-yr, 24-hr runoff
7.59 -ft3lsec
Pre/Post 1-yr, 24-hr peak control
4.07 ft31sec
Storage Volume: Non -SA Waters
Minimum required volume
6,891.00 ft3
Volume provided (temporary pool volume) i 8,05H01ft3
i
Storage Volume: SA Waters Parameters
1.5" runoff volume
f..-� -- --- ^ ft3
Pre -development 1-yr, 24-hr runoff volume
I I
Post -development 1-yr, 24-hr runoff volume
ft3
Minimum volume required
ft3
Volume provided
! ft3
Outlet Design
Depth of temporary ry pooll ondin9 depth (D�a"ts)
r
� 12.00`in
Drawdown time
2.80'days
Diameter of orifice j 2.00 in
Coefficient of discharge (CD) used in orifice diameter I
0.60' (unitle55)
calculation
Driving head (Ho) used in the orifice diameter calculation 0.86 It
OK
OK
OK
ARrrrrrr���
429256 ' `
N4t P
RECEIVED
F E B 18 2012
DWQ-WARO
Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
OK
Form SW401-Wetland-Rev,6-11I16109 Parts I and If. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
8,055.00 ft2
OK
Shallow Land
2,502.00 ft2
OK
The shallow land percentage is:
31% %
Shallow Water
3,205.00 ft2
OK
The shallow water percentage is:
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
1,905,00 ft2
Insufficient forebay area.
The forebay surface area percentage is:
24% %
Non-forebay portion of deep pool
967.00ift2
OK
The non-forebay deep pool surface area percentage is:
12% %
Total of wetland zone areas
8,579.00 ft2
Enter data into the shaded cells in this section.
Add or subtract the following area from the zones
524.00 ft2
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
I 12.00,ft amsl
Permanent Pool Elevation (PPE)
_
Shallow Water/Deep Pool (top)
11.00'ft amsl
Shallow Water bottom
10,50'ft amsl
Most shallow point of deep pool's bottom
8.50 ft amsl
Deepest point of deep pool's bottom
8.50 ft amsl
Design must meet one of the following two options:
This design meets Option #1,
Y i or N)
Top of PPE is within 6" of SHWT, If yes:
;{Y
SHWT (Seasonally High Water Table)
11.50'ft amsl
OK
This design meets Option #2,
(Y or N)
Wetland has liner with permeability < 0.01 inlhr, If yes:
Depth of topsoil above impermeable liner
!in
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
30.00 in
OK
Deep Pool (deepest)
30.00 in
OK
Planting Plan
Are cattails included in the planting plan? _ - -- (Y or N)
Number of Plants recommended in Shallow Water Area:
Herbaceous (4'cubic-inch container) 850
Number of Plants recommended in Shallow Land Area:
Herbaceous (4`cubic-inch container), OR 650
Shrubs (1 gallon or larger), OR 104
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch) 13 and 520
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container)
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
Shrubs (1 gallon or larger)
Trees (3 gallon or larger) and
Grass -like Herbaceous (4+ cubic -inch)
Form SW401-Wetland-Rev.6-11116109 Parts I and 11. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
Does project drain to SA waters? If yes,
What is the length of the vegetated filter?
Are calculations for supporting the design volume provided in the
application?
Is BMP sized to handle all runoff from ultimate build -out?
Is the BMP located in a recorded drainage easement with a
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is:
Approximate wetland length
Approximate wetland width
Approximate surface area using length and width provided
Will the wetland be stabilized within 14 days of construction?
ry Y
(Y or N)
OK
N
(Y or N)
Excess volume must pass through filter.
ft
Y
(Y or N)
OK
Y
(Y or N)
OK
N
!(Y or N)
Insufficient ROW location.
1.72 :1
OK
122.00ft
71.00ift
8,662.00
ft2
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Y
_',(Y or N)
OK
Form SW401-Wetland-Rev.6-11116/09 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Paget Plan
t Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
2, Plan details (V = 50' or larger) for the wetland showing:
Wetland dimensions (and length to width ratio)
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Design at ultimate build -out,
- Off -site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement,
3
3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
8 4. A detailed planting plan (V = 20' or larger) prepared by a qualified individual showing.-
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
✓
6. The supporting calculations (including drawdown calculations).
IV
7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
-j,�[i
(�—
l64
8. A copy of. the deed restrictions (if required).
✓
9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not
an acceptable source of soils information.
SW401-Wetland-Rev.6-11116109 Part iii, page 1 of 1

VES
CONSULTING ENGINEERS
February 9, 2012
6421 Canon Way
Gloucester, VA 23061
Phone [phone]
Fax [phone]
aesya.corn
RECEIVED
Mr. Scott Vinson FEB -10 2012
Environmental Engineer
North Carolina Department of Environmental and Natural Resources �` A ,��` � vV,���
Division of Water Quality VV
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Review SW7120112, Hardee's Restaurant, Beaufort County
(AES Job # G09536-00)
Dear Mr. Vinson:
The following is a letter of response to comments in your letter dated February 3, 2012,
1. The Spillway Cross Section details found on plan sheet 10 need an additional trash guard
or grate over the V x 6' overflow weir for both basins in order to keep floating trash from
continuing off the property.
We have revised the spillway details to add the requested trash guards.
2. Please provide a cross sectional detail of the collection swalc leading to Wetland #1
that has 3:1, or flatter, side slopes.
A detail of the Grassed Vee Ditch has been added to plan sheet 10.
3. Please provide the Orifice Drawdown calculations to use the minimum design (1.50")
volumes when determining the size of the drawdown orifice in order to keep the
discharge of just the design storm event between 2 to 5 days. The 24" and dia-i-'eter
pipes drain the minimum required volumes down much quicker than the 2 day minimum.
Please revise & submit the drawdown calculations, page 1 of both Wetland Supplement
forms, and the outlet structure details on plan sheet 10.
We have revised the sizes of the drawdown pipes to keep the discharge and drawdown
time ofjust the minimum design (1.50 % volumes within the 2 to 5 day requirement. The
spillway details on plan sheet 10 have been revised to reflect the changed pipe sizes,
Revised plan sheet 10 and revised di-m -down calculation are attached as well as revised
page I of both Wetland Supplement forms.
Civil Engineering ♦ Land Planning ♦ Surveying ♦ Landscape Architecture ♦ Municipal Utilities

February 9, 2012
4. Please do not forget to have any plans, calculations, supplements, narrative,etc. revised,
signed, sealed and dated as necessary to reflect all changes when re -submitting.
All re -submitted plans and calculations as requested are signed, sealed and dated.
Your early approval of the plans is kindly requested and if you have any questions or
need additional information, please do not hesitate to call me at 804-693-4450.
Sincerely,
AES Consulting E =ineers
Ma A. Richardson, P.E.
Vice President — Williamsburg
Q:11obs1G9536100-Hardee's - Wash NC1AdminlCorrespondence\Letters\Response Letter to 2-3-2012 review
comments by NCDENR.doc

C��OF W A T�c9pG
ATA
m pg =-
CDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part iII) must be printed, filled out and submitted along with all the required information.
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non -SA Waters
Minimum required volume
Volume provided (temporary pool volume)
Storage Volume: SA Waters Parameters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum volume required
Volume provided
Outlet Design
Depth of temporary poollponding depth (Dpa,,j
Drawdown time
Diameter of orifice
Coefficient of discharge (CD) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
- 36,968.00;ft'
I 21,963.00;ft2
59.4% %
1.50inch
3.50 ---!in
_—;in
3.18
Iinlhr
I 1.86
ft3lsec
! 2.87
1 ft31seC
1.01
Wisec
3,548,00kW
I ft3
i !ft3
ft3
I ; ft3
�--- -- 12.00Fin
2.21 !days
i I
1.25 in
0.60`(unitless)
0.78`ft
OK
OK
OK
RECEIVED
FEB -to 2012
pWQ_WARO
Drawdown orifice diameter may be insufficient. Please provide
adequate supporting calculations.
OK
Form SW401-Wetland-Rev.6-11116109 Parts I and 11. Project Design Summary, Page 1 of 3

ATA
MOM � T
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all the required information.
I 12N0ECT INEORlillN
Project name
flardee's Restaurant - City of Washington, NC
Contact name
iTom McClanahan
Phone number
1540 314
6117
Date
!January 9,20121Revised February 8, 2012
Drainage area number
iStormwater Wetland #1
j
IIlDSIGN INFORMATION
Site Characteristics
Drainage area
78,117.60ft2
�CARO��''�i,,
Impervious area
56,590,00 ftz
���``��H
R
Percent impervious
72.4% %
S
Design rainfall depth
i 1.50 inch
Q ! '
Peak Flow Calculations
S
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
— 3.50 , in
1 3.18 inlhr
� 022925]6
Pre -development 1-yr, 24-hr runoff
! 3.52 ft3lsec
:.� �OCOO\,
Post -development t24-hr runoff
-yr,';,grr+
7.59 Ili
� RH ICP��``�\
Pre/Post 1-yr, 24-hr peak control
4.07 ft3lsec
i
Storage Volume: Nan -SA Waters
Minimum required volume
(—�6,891.00 ;ft3
RECEIVE®
Vom provided
lume e p o ded (temporary pool volume)
3
8,055.0D ft
OK
� E
FEB 1e 2012
Storage Volume: SA Waters Parameters
_ .. _.W
1.5" runoff volume
jft3
Pre -development 1-yr, 24-hr runoff volume
j 'ft3
1 n'��, n, [�
D A
Post -development 1-yr, 24-hr runoff volume
ft3
j� y }/ �j
Minimum volume required
ft3
Volume provided
ft3
Outlet Design
_
Depth of temporary poollponding depth (DQia"a)
i 12.00 in
OK
Drawdown time
2.80ldays
OK
Diameter of orifice
i
2.00,in
Drawdown orifice diameter may be insufficient. Please provide
�
adequate supporting calculations.
Coefficient of discharge (Co) used in orifice diameter
calculation
0.6D (unitless)
Driving head (l used in the orifice diameter calculation
0.86'ft
OK
Form SW401-Wetland-Rev.6-11116109 Parts I and II. Project Design Summary, Page 1 of 3

MES
CONSULTING ENGINEERS
Hampton Roads I Central Virginia I Middle Peninsula
6421 Canon Way Gloucester VA 23061
RECEIVED
FCB ->W 2012
Phone [phone] / Fax [phone] DWQ—WARO
aesva.com
ATTN: Scott Vinson
NCDENR Division of Water
CO.: Quality
Address: 943 Washington Square Mall
Washington, NC 27889
Tom McClanahan
DATE JOB NO.
2/9/2012 G9536
FROM:
Lou Penci
RE
Hardee's Restaurant, Beaufort County
Stormwater Review SW7120112
WE ARE SENDING YOU THE FOLLOWING ITEMS: N Attached
❑ Under separate cover via
❑ Original(s) N Print(s) ❑ Plan(s) ❑ Specification(s) ❑ Change Order
❑ Copy of letter(s) N Other: Calculations,etc
COPIES
DATE
No. of Pages
DESCRIPTION
1
2/9/2012
2
Response Letter to February 3, 2012 review comments
2
2/9/2012
1
Wetland Supplement page 1 for Wetland #1
2
2/9/2012
1
Wetland Supplement page 1 for Wetland #2
2
2/9/2012
5
Drawdown Calculations for Wetland ponds #1 & #2
2
2/7/2012
1
Plan Sheet #10
THESE ARE TRANSMITTED as checked below:
N For your approval ❑ For your signature
❑ For your use ❑ As you requested
❑ Other:
REMARKS:
❑ For review and comment
❑ As requested by:
VIA: []Hand Deliver ❑UPS Ground NUPS Next Day Air ❑USPS Mail ❑ Other:
If enclosures are not as noted, kindly notify us at once.
File name: Q:Wobs1G9536100-Hardee's -Wash NClAdminlCorrespondence�TransmiltalslRevised SW M transmittal to NCDENR.doc Page 1 of 1
Form Rev. 7102

� ' �ti .�
I /�
�xr=..�� �� � �rx!
'�% �.: J d
i�w.i i. �� i�.f�
��-'�'ep ��i �'"' a

w
Revised Drawdown Calculations for
Stormwater Wetland Basins # 1 & #2
For
Hardee's Restaurant
City of Washington,
Beaufort County, North Carolina
Prepared By:
AES Consulting Engineers
6421 Canon Way
Gloucester, Virginia 23061
Date: February 9, 2012
AES Project No.: G9536-00
RECEIVED
FEB --10 2012
DWQ-WARS
.\+ �CARpsI�
_ 029256 _
� L
d
/f i r I C1H0\��\``
Q:\Jobs\G9536\00-Hardee's - Wash NC\Engi nee rin g\Design\Storm\SW M Calculations Repo rt\G953 600- Drainage cover rev for 2-3-2012 review
comments.doc
WS

Hardee's Restaurant - Stormwater Wetland Basin #1
City of Washington, Beaufort County, NC
BASIN DRAWDOWN SUMMARY
1.51nches Water Quality Volume with 2" Outlet Pipe
RISE
VOL(CF)
Q(OUT)
TIME(HR)
SUM(HR)
ELEV
0.86
6891.00
0.06
0.83
0.83
11.86
0.84
6712.00
0.06
0.78
1.61
11.84
0.82
6543.00
0.06
0.78
2.39
11.82
0.80
6374.00
0.06
0.78
3.17
11.80
0.78
6206.00
0.06
0.77
3.94
11.78
0.76
6039.00
0.05
0.93
4.87
11.76
0.74
5872.00
0.05
0.93
5.80
11.74
0.72
5705.00
0.05
0.92
6.72
11.72
0.70
5539.00
0.05
0.92
7.64
11.70
0.68
5374,00
0.05
0.92
8.56
11.68
0.66
5208.00
0.05
0.92
9.48
11.66
0.64
5043.00
0.05
0.91
10.39
11.64
0.62
4879.00
0.05
0.91
11.30
11.62
0.60
4715.00
0.05
0.91
12.21
11.60
0.58
4552.00
0.05
0.91
13.12
11.58
0.56
4388.00
0.05
0.90
14.02
11.56
0.54
4226,00
0.05
0.90
14.92
11.54
0.52
4064.00
0.04
1.13
16.04
11.52
0.50
3902.00
0.04
1.12
17.16
11.50
0.48
3741.00
0.04
1.12
18.28
11 A8
0.46
3580.00
0.04
1.12
19.40
11.46
0.44
3419.00
0.04
1.11
20.51
11.44
0.42
3259.00
0.04
1.10
21.61
11.42
0.40
3100.00
0,04
1.11
22.72
11.40
0.38
2940,00
0.04
1.10
23.82
11.38
0.36
2782.00
0.04
1.10
24.92
11.36
0.34
2623.00
0.03
1.45
26.38
11.34
0.32
2466.00
0.03
1.46
27.84
11.32
0.30
2308.00
0.03
1.45
29.29
11.30
0.28
2151.00
0.03
1.44
30.74
11.28
0.26
1995.00
0.03
1.44
32.18
11.26
0.24
1839.00
0.03
1.44
33.63
11.24
0.22
1683.00
0.03
1.44
35.06
11.22
0.20
1528.00
0.03
1.44
36.50
11.20
0.18
1373.00
0.02
2.14
38.64
11.18
0.16
1219.00
0.02
2.14
40.78
11.16
0.14
1065.00
0.02
2.14
42.91
11.14
0.12
911.00
0.01
4.25
47.16
11.12
0.10
758.00
0.01
4.22
51.39
11.10
0.08
606.00
0.01
4.22
55.61
11.08
0.06
454.00
0.01
4.22
59.83
11.06
0.04
302.00
0.01
4.19
64.03
11.04
0.02
151.00
0.01
4.19
68.22
11,02
0.00
0.00
0.00
0.00
68.22
11.00

Pond Report
Hydraflow Hydrographs by Intelisolve v9.02 Wednesday, Feb 8, 2012
Pond No. 1 - Wetland Basin #1
Pond Data
Contours - User -defined contour areas. Conic method used for volume calculation. Begining Elevation = 11.00 ft
Stage 1 Storage Table
Stage (ft)
Elevation (ft)
Contour area (sgft)
Incr. Storage (cult)
Total storage (cult)
0,00
11.00
7,530
0
0
1.00
12.00
8,625
8,071
8.071
2,00
13.00
9,800
9,205
17,276
Culvert 1
Orifice Structures
Weir Structures
[A]
[B]
[C] [PrfRsr]
[A] [B]
[C]
[D]
Rise (in)
= 2.00
0.00
0.00 0.00
Crest Len (ft)
= 6.00 0.00
0.00
0.00
Span (in)
= 2.00
0.00
0.00 0.00
Crest El. (ft)
= 12.00 0.00
0.00
0.00
No. Barrels
= i
0
0 0
Weir Coeff.
= 3.00 3.33
3.33
3.33
Invert El. (ft) = 11.00
0.00
0.00 0.00
Weir Type
= Rect ---
---
---
Length (ft)
= 18.00
0.00
0.00 0.00
Multi -Stage
= No No
No
No
Slope (%)
= 0.55
0.00
0.00 nla
N-Value
= .013
.013
.013 nla
Orifice Coeff. = 0.60
0.60
0.60 0.60
Exfil.(inlhr)
= 0.000 (by Wet area)
Multi -Stage
= n/a
No
No No
TW Elev. (ft)
= 0.00
Note: CulvertJOrifice outflows are analyzed under Inlet and outlet control. Weir
risers are checked for orifice conditions.
Stage 1 Storage 1 Discharge Table
Stage
Storage Elevation
Clv A
Clv B Clv
C PrfRsr Wr A
Wr B Wr C
Wr C
Exfil User
Total
ft
cuft ft
cfs
cfs cfs
cfs cfs
cfs cfs
cfs
cfs cfs
cfs
0,00
0 11.00
0.00
--- -
- 0.00
--- ---
-
-- -
0.00
0.10
807 11.10
0,01
---
--- 0.00
--- ---
-
---
0.01
0.20
1,614 11.20
0.02
- ---
--- 0.00
--- ---
---
- ---
0.02
0.30
2,421 11.30
0,03
- -
--- 0.00
--- ---
---
--- -
0.03
0,40
3,228 11.40
0.04
--- -
--- 0.00
--- ---
---
--- -
0.04
0.50
4,035 11,50
0,04
--- -
--- 0.00
--- ---
---
--- -
0.04
0.60
4,842 11.60
0.05
--- -
--- 0.00
--- ---
---
--- -
0.05
0,70
5,649 11.70
0.05
---
--- 0.00
--- ---
---
--- -
0.05
0.80
6,456 11.80
0.05
- -
--- 0.00
--- ---
---
--- -
0.05
0.90
7,263 11.90
0.06
--- -
--- 0.00
--- ---
---
-- ---
0.06
1.00
8,071 12.00
0,06
--- ---
--- 0.00
--- ---
---
--- ---
0.06
1,10
8,991 12,10
0.06
--- ---
--- 0.57
--- ---
---
--- ---
0.63
1.20
9,912 12.20
0.07
--- ---
1.61
--- ---
---
--- ---
1.68
1.30
10,832 12,30
0.07
--- ---
2.96
--- ---
---
--- ---
3.03
1,40
11.753 12,40
0.07
--- ---
--- 4.55
--- --
---
--- ---
4.63
1,50
12,673 12.50
0.08
--- ---
6.36
---
---
--- ---
6.44
1.60
13,594 12.60
0.08
--- ---
- 8.37
- ---
---
--- ---
8.44
1.70
14,514 12,70
0.08
--- ---
--- 10.54
---
---
--- ---
10.62
1.80
15,435 12.80
0.08
--- ---
-- 12.88
---
---
--- ---
12.96
1,90
16,355 12.90
0.09
--- -
- 15.37
--- ---
---
--- ---
15,45
2.00
17,276 13.00
0.09
--- ---
-- 18.00
--- ---
---
--- ---
18,09

Hardee's Restaurant - Stormwater Wetland Basin #2
City of Washington, Beaufort County, NC
BASIN DRAWDOWN SUMMARY
1.5 Inches Water Quality Volume with 1.25" Outlet Pipe
RISE
VOL(CF)
Q(OUT)
TIME(HR)
SUM(HR)
ELEV
0.78
2689.00
0.03
0.84
0.84
10.78
0.76
2598.00
0.03
0.71
1.56
10.76
0.74
2521.00
0.03
0.70
2.26
10.74
0.72
2445.00
0.03
0.70
2.96
10.72
0.70
2369.00
0.03
0.69
3.66
10.70
0,68
2294.00
0.03
0.69
4.34
10.68
0.66
2220.00
0.02
1.04
5.38
10.66
0.64
2145.00
0.02
1.03
6.41
10.64
0.62,
2071.00
0.02
1.01
7.43
10.62
0.60
1998.00
0.02
1.01
8.44
10.60
0.58
1925.00
0.02
1.01
9.45
10.58
0.56
1852.00
0.02
1.00
10.45
10.56
0.54
1780.00
0.02
0.99
11.44
10.54
0.52
1709.00
0.02
0.99
12.43
10.52
0.50
1638.00
0.02
0.99
13.41
10.50
0.48
1567.00
0.02
0.99
14.40
10.48
0.46
1496.00
0.02
0A7
15.37
10.46
0.44
1426.00
0.02
0.96
16.33
10.44
0.42
1357.00
0.02
0.96
17.29
10.42
0.40
1288,00
0.02
0.96
18.25
10.40
0.38
1219.00
0.02
0.94
19.19
10.38
0.36
1151.00
0.02
0.93
20.12
10.36
0.34
1084.00
0.02
0.94
21.06
10.34
0.32
1016.00
0.02
0.92
21.98
10.32
0.30
950.00
0.02
0.93
22.91
10.30
0.28
883.00
0.02
0.92
23.83
10.28
0.26
817.00
0.01
1.81
25.63
10.26
0.24
752.00
0.01
1.81
27.44
10.24
0.22
687.00
0.01
1.81
29.25
10.22
0.20
622.00
0.01
1.78
31.02
10.20
0.18
558.00
0.01
1.78
32.80
10.18
0.16
494.00
0.01
1.75
34.55
10.16
0.14
431.00
0.01
1.75
36.30
10.14
0.12
368.00
0.01
1.75
38.05
10.12
0.10
305.00
0.01
1.69
39.75
10.10
0.08
244.00
0.01
3,44
43.19
10.08
0.06
182.00
0.01
3.39
46.58
' 10.06
0.04
121.00
0.01
3.39
49.97
10.04
0.02
60.00
0.01
3.33
53.30
10.02
0.00
0.00
0.00
0.00
53.30
10.00

Pond Report
Wydraflow Hydrographs by Intelisolve v9.02
Wednesday, Feb 8, 2012
Pond No. 2 - Wetland Basin #2
Pond Data
Contours - User -defined contour areas. Conic method used for
volume calculation. Begining Elevation = 10.00 ft
Stage 1 Storage Table
Stage (ft) Elevation (ft) Contour area (sgft)
Incr. Storage (cult)
Total storage (cult)
0.00 10.00
3,000
0
0
1.00 11.00
4,100
3,535
3,535
2.00 12.00
5,250
4,663
8,198
Culvert 1 Orifice Structures
Weir Structures
[A] [B]
[C]
[PrfRsr]
[A] [B]
[C] [D]
Rise (in) = 1.25 0.00
0.00
0.00
Crest Len (ft)
= 6.00 0,00
0.00 0.00
Span (in) = 1.25 0,00
0.00
0.00
Crest El. (ft)
= 11.00 0.00
0.00 0.00
No. Barrels = 1 0
0
0
Weir Coeff.
= 3.00 3.33
3.33 3.33
Invert El. (ft) = 10.00 0,00
0.00
0.00
Weir Type
= Rect ---
--- ---
Length (ft) = 18.00 0.00
0.00
0.00
Multi -Stage
= No No
No No
Slope (%) = 0.55 0.00
0.00
nla
N-Value = .013 .013
.013
nla
Orifice Coeff. = 0.60 0.60
0.60
0.60
Exfil.(in/hr)
= 0,000 (by Wet area)
Multi -Stage = nla No
No
No
TW Elev. (ft)
= 0.00
Stage 1 Storage 1 Discharge Table
Stage
Storage
Elevation
Clv A
ft
cuft
ft
cfs
0.00
0
10.00
0.00
0.10
354
10.10
0.01
0.20
707
10.20
0.01
0.30
1,061
10.30
0.01
0.40
1,414
10.40
0.01
0.50
1,768
10.50
0.01
0.60
2,121
10.60
0.01
0.70
2,475
10.70
0.02
0.80
2,828
10.80
0.02
0.90
3.182
10.90
0,02
1.00
3,535
11.00
0.02
1.10
4.002
11.10
0.02
1.20
4,468
11.20
0,02
1.30
4,934
11.30
0.02
1.40
5,400
11.40
0.02
1.50
5.867
11.50
0.02
1.60
6,333
11.60
0.02
1.70
6,799
11.70
0.02
1.80
7,266
11.80
0.03
1.90.
7,732
11.90
0.03
2.00
8,198
12.00
0.03
Now CulverVOrifice outflows are analyzed under inlet and outlet control. Weir risers ere checked for orifice conditions.
Clv B
CIv C
PrfRsr Wr A Wr B
cfs
cfs
cfs cfs cfs
---
---
--- 0.00 ---
---
---
--- 0.00 ---
---
---
--- 0.00 ---
---
---
--- 0.00 ---
---
---
--- 0.00 ---
---
--- 0.00 ---
-
---
--- 0.00 ---
-
---
--- 0.00 ---
-
--- 0.00 ---
0.00 ---
-
-
- 0.00 ---
-
-
--- 0.57 ---
-
-
- 1.61 -
-
-
- 2.96 -
-
-
- 4.55 ---
-
-
- 6.36 ---
-
-
8.37 ---
---
-
- - 10.54 - -
-
-
- 12.88 -
---
---
--- 15.37
---
---
--- 18.00 ---
Wr C
Wr D
Exfil
User
Total
cfs
cfs
cfs
cfs
cfs
---
---
---
---
0.00
---
---
---
---
0.01
-
---
---
---
0.01
-
---
---
---
0.01
-
---
---
---
0,01
-
-
-
---
0.01
-
---
---
---
0.01
-
---
---
0.02
---
---
-
0.02
---
---
---
-
0.02
-
---
0.02
-
-
---
0.59
-
-
-
---
1.63
-
-
-
-
2,98
-
-
---
4.58
-
---
6.39
-
---
8.39
--
---
10.57
---
---
---
12.91
-
-
---
15.39
-
-
---
18.03

_AT4r.W�A+�'&
CDER
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 3, 2012
Mr. Mayo Boddie, Jr., VP
Bay Foods, Inc.
1021 Noel] Lane
Rocky Mt., NC 27802
Subject: Stormwater Review SW7120112
Hardee's Restaurant
Beaufort County
Dear Mr. Boddie:
This office received a Coastal Stormwater permit application and plans for the modification of the subject project
on January 25, 2012. A preliminary review of the project indicates that before a State Stormwater permit can be issued
the following additional information is needed.
1. The Spillway Cross Section details found on plan sheet 10 need an additional trash guard or grate over the 1'x6'
overflow weir for both basins in order to keep floating trash from continuing off the property.
2. Please provide a cross sectional detail of the collection Swale leading toWetland #I that has 3:1, or flatter, side
slopes.
3. Please revise the Orifice Drawdown ,calculations to use the minimum design (1.50") volumes when determining
the size of the drawdown orifice in order to keep the discharge of just the design storm event between 2 to 5 days.
The 24" and 3" diameter pipes drain the minimum required volumes down much quicker than the 2 day
minimum. Please revise & submit the drawdown calculations, page 1 of both Wetland Supplement forms, and the
outlet structure details on plan sheet 10.
4. Please do not forget to have any plans, calculations, supplements, narrative, etc. revised, signed, sealed and dated
as necessary to reflect all changes when re -submitting.
The above requested information must be received in this office prior to February 13, 2012 or your application
will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including the
application fee. If you need additional time to submit the required information, please mail or fax your request for
time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any development
activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-
215.1 and may result in civil penalties of up to $10,000 per day.
Please reference the Stormwater Project Number above on all correspondence. If you have questions, please feel
free to contact me at [phone].
Sincerely,
Scott Vinson
Environmental Engineer
cc Yark Richardson, PE — AES Consulting Engineers (email)
ashington Regional Office
Noah Carolina Division of Water Quality Internet: www.ncwatergualits'.orp one
943 Washington Square Mall Phone: [phone] NorthCarolina
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmalive Action Employer— 501A Recycled130% Post Consumer Paper Awmally

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Project Contacts: LMP Scale: 1"=400'
USGS EXHIBIT Project Number. G9635-00 Date: 11/16/2011
STORMWATER PERMIT
FOR 6421 canon, way
Gam, Virginia 23061 5194
Phone: [phone]
HARDEE'S Fw`�`�'°
CONSULTING ENGINEERS
CITY OF WASHINGTON BEAUFORT COUNTY, NC Harnpton I CerrhalVUginie I WdiePeninsula

SOIL CHARACTERISTICS - BEAUFORT COUNTY, NC
EROSION
SOILS
HYDROLOGIC TYPICAL
FACTOR
EROSION
NO.
SOIL NAME
SOIL GROUP SLOPES
(K,k) WHOLEFACTOR
SOIL
Sb
SEABROOK LOAMY SAND
C
0-2%
0.10
5
ToB
TARBORO SAND, 0 TO 5 PERCENT SLOPES
A
0-570
0.10
5
To
TOMOTLEY FINE SANDY LOAM
B/D
0-1%
0.20
5
INFORMATION TAKEN FROM USDA NATURAL RESOURCES CONSERVATION SERVICE,
SURVEY AREA VERSION: 10, SURVEY AREA VERSION DATED: JUNE 29, 2009.
SOIL SUSCEPTIBILITY TO EROSION CLASSIFICATION (K)
0.23 AND LOWER — LOW ERODIBILITY
0.23 TO 0.36 — MODERATE ERODIBILITY
0.36 AND UP — HIGH ERODIBILITY
THE MAP SHOWN IS A "BEST FIT MODEL" OF THE SCS MAPS WITH EXISTING BASE INFORMATION.
SOILS EXHIBIT
STORMWATER PERMIT
FOR
HARDEFS
CITY OF WASHINGTON BEAUFORT COUNTY, NC
Ta B�
— *
XPRESS
!AN 2 5 2012
X DENR
01%
i
Project Contacts: LMP
Scale: 1"=200,
Project Number: G9635-00
Date: 01/03/2012
6421 Canon Way
Gloucester, Virginia 23001.5194
EES-
Phone: [phone]
Fax: [phone]
www.aesva.com
CONSULTING ENGINEERS
Hampton Roads I Central Virginia
I Middle Peninsula

:i
ECS S CAROL• N AS , LLP "Setting the Standar&for Service"
Geotechnical • Construction, Materials • Environmental - Facilities NC Registered Engineering Firm F-107B
October 14, 2011
Mr. Tom McClanahan EXPRESS
Boddie-Noell. . ;Eriterprises, Inc.
P.6. Box,1908
Rocky Mount, North Carolina.28403 JAN 2 5 2012
Reference: Report of .Infiltration'Testing NC DENR
`Hardee''; Site
Wasfiington>Beaufort".County;iNortFi Carolina
ECS Project No 22.17148
Dear, M.K McClanahan.
ECS Carolinas;-, LLP (ECS) recently conducted 'infiltration testing for 1hp proposed • .
stormwater best management practice (BMP) areas. at the:.Harde' &s site. off o€; West Vh.
Street in :Washingtoh, Mevrt-FMnn County, North �Carolirta. This letter, with
'attachments, .ts.tlie report-of.our testing. �k r 1 ..
.Field Testing
On October 13; 2011, ;ECS conducted' an exploration - of the subsurface. soil and.
groundwater,•,conditions , ,fir44 requested locations Lshown on, the aattached, Test
Location F Plan (Figure'1) The #est areas were #field located •by using a site plan..
provided by Boddie NoeII� Enterprises, Inc The ,purpose of this exploration was to ':,
obtain subsurface �mforinatiori' of aha in=place soils for ihe:.proposed: stormwater. BMP.
5.6.,.... . .
•areas. .ECS explored�the�subsurface soil and.grountlwater coric#itions�by advar3cing
one" hand auger boring frito3 the'<<existirrg ground }su`rface a# tile requested boring
locations ?r ECS visually classified tile subsurface soils acid obtamed representative
samples of each:soii #jrpe�encountoreda TECS'also recorifed;the'g�oun' water'levet and
. ,
.the seasoflalhigli water'tabie'°(SNWTr} observed"at ttieitime ,of thie hand.auger,borings.
The,­`6tta6hed Infiltration Jdsting Foal ° proVidesI :a4,summary.­of .the `subsurface
conditians'encountered at the hand augI boringr locations.
The;,groundwat6_r level andet�e SHWT, Were estimated-.at4fi6Iboring locations=below the
existing grade elevatAon. A summary of<the findings as a as follows:
}
z'; Lcat�onF
Ar,WateirLevelx�g ",'
l n «' .,SHWT'wul
.:
2 ... r.._
". &Inches.
0`inches--
37
14"inches..
>': 6; Indhes
424`;
inches
8'inches .... ...
_.._ 5..
_»30.lnches
ECS has conducted five infiltration tests utilizing a compact constant head
permeameter: near 'the hand auger borings to ;estimate the irifltratfon rate for, the
_.
subsurface: soils. Infiltration tests'areitypically conducted at two feet;above the SHWT.
If the SHWT is less tl}an,.ftee feet, the tests are conducted at ten: inches below the
surface elevation.
7211i Ogden Business Park, Suite 201, Wilmington, NC 28411 T. 910-686-91:14 • F: 910-686-9666 • www.ecslimited;com
ECS Capitol Services, PLLC • ECS Carolinas, LLP • ECS Florida, LLC• ECS Midwest, LLC • ECS Mid -Atlantic, LLC • EbS Southeast, LLC • ECS Texas, LLP

Report of Infiltration Testing
Hardee's Site
Washington, Beaufort County, North Carolina
ECS Project No. 22.17148
October 14, 2011
Field Test Results
Below is a summary of the infiltration Aest results:
Location
= ; ,- Description . " �
�� Depths ,
, +lnchesl R
F r
m F an x
•'.l
h—
our;,i.
id,` .f� _.� ��9�
�+� &? ��.. tYa1 ,.�e'.b:..
.
�..� e ,:.�'' �,: ZYA,f
1
Gra silty SAND
10.° inches
0.48
2
'Black. sandy SILT
10 inches
0.002
3
.:Black sandy SILT
10 inches
0.002
4
Tan fine SAND
10 Inches
2.7
5
Tan silty SAND
10 inches
0.84
Infiltration rates and SHWT may vary within the proposed site due to changes in
elevation and subsurface conditions.
ClosiiTe
The activities and evaluative approaches used in this assessment are consistent with
those normally employed in assessments of.this.type. ECS's testing of site conditions has
been-based-on'our understanding. of the project information and theAata obtained: during
our field activities.
ECS appreciates the opportunity to provide our services to you .on this project, If you
have any questions concerning this report. or this project, please 'contact us at (910)�686-
9114.
Respectfully,
ECS CAROLINAS, LLP
K. Brooks Wall
Project Manager
Attachments: Figure 1 - Test Location Plan
Infiltration Testing Form
Walid M. Sobh, P.E.
Principal Engineer

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at�lr'^ .�-+,.+i{I_•MiM1-.w_•LI�• .ia -N]If_..--�tliY �` - _. fY"�-`___r_ � '' '
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-
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�, \rsv � GPINN SelaIliF�ez�S47 ��. 2 1 E7, ,l3Pilti9'S�6/9f/7j•�- �
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Da rut Rt +�A7reA . v em f^rl �1rCmr•D•n•; Pt f na `o "
r
F
:D APPROXIMATE TEST LOCATIONS
Hardee's Site " Washington, NC Figure 1— Test Location Plan '
Provided by: Boddie-Noell
ECS Project # 22.17148 LIP Enterprises, Inc.
October 13, 2011
KBwG�8399l�iL�►3

Infiltration Testing Form
Hardee's Site
Washington, `.Beaufort County, North, Carolina
;ECS Project No. 22.17148
October 13, 2011
Location t De g�hSoil'Description
'# 0-1 V,_ Gray silty SAND
15"-303' Gray sandy CLAY
Seasonal High Water Table was estimated to be at 8 inches below -the
existing grade', elevation. (V Vj, td, 5 PrA A C 6 )
Infiltration Rate: 0.48,.inches per hour
Test was conducted at 10 inches .be' low existing grade`elevation
Groundwater was encountered at 24 inches below the -existing grade
elevation.
Location Depth Soil Description
2 0-24" Black sandy SILT
Seasonal High Water Table was estimated to be at 0 inches below the
existing grade' elevation.
Infiltration Rate: 0.002 inches per hour
Test was conducted at 10' inches below existing grade elevation
Groundwater was encountered at 8 inches below the existing -grade
elevation.
Location Depth SoilDescription
3 0-6" Tan fine SAND
6"'24" Black sandy SILT
Seasonal High Water Table was estimated to be at 6-inches below -the
existirig,grade elevation. (,rt,F;v a-5 P90- age)
Infiltration Rate: 0:002 inches per hour
Test was conducted at 10 inches below existing grade elevation
Groundwater was encountered at 14 inches below the existing grade
elevation.

Infiltration Testing Form
Hardee's Site
Washington, Beaufort County, North Carolina.
ECS Project No. - 22.17148
October 13, 2011
Location D_ epth Soil Description
4 0-10" Tan fine SAND
10"-24" Gray fine SAND
Seasonal High Water Table was estimate6to be at 8 inches below the
existing grade elevation. (g-cw, It-5 Pam. axrs)
Infiltration Rate: 2.7 inches per hour
Test was conducted at 10 inches below existing grade elevation
Groundwater was encountered at 24 inches below the existing .grade
elevation.
Location Depth Soil Description
5 0-10" Tan silty SAND
10"-1,8" Gray silty SAND
18"-30" Tanforange :sandy CLAY
Seasonal'High Water Table was estimated to be at 10 inches below the
existing, grade elevation. (� €tej. / 2. 2 Pm cam)
Infiltration Rate: '0:84,inches per hour
Test was conducted at 10 inches below existing grade elevation.
Groundwatemas encountered at 30 inches below the existing grade
elevation.

'1
EXPRESS
JAN 2 5 z01z
' City Of Washington NC ®�g��®
6�Glt
n P.O. Box 1988, Washington, NC 27889-1988
Michael H. Apple
Lnviromnental I-Ic:alth Protection Officer
City of Washington
PO Box 1988
Wnshington NC ?7889
In Lieu'Fee Coordinator
- - ---...NC-DENREEP__-__
1652 Mail Service Center
Raleigh, NC 27699-1652
Dear EEP,
December 13; 2011
20ji
The Hardee's Restaurant project requests the use of thei offset payment option. Upon
review of the calculations and information provided by AES Consulting Engineers, the
City has approved the offset option. The total poundage of Nitrogen over the allowable
4 pounds is 405.50 pounds. The -total poundage over the 0-4 lbs of Phosphorous is
38.02 pounds. This project is located in the Tar-Pan-dico River Basin on the south side
of West 5t' Street (US 264 West). If there are any questions regarding this project, please
let me know and I will try to get you the answers you need. I can be reached at (252)975-
9371 or email [e-mail].
Sincerely,
Michael'H Apple
Environmental Health Protection Officer
Cu. AES Consulting Engineers; Adam Waters, file

Project Name:
Hardee's Restaurant
Local Goveninieilt:
City of Washington
Local Government Transaction
Number:
NIA
Basin:
Tar -Pamlico
8-digit Catalog Unit:
03020104
10-digit Catalog Unit:
Nitrogen
503.12 pounds ,
Phosphorous
40.66 pounds
Nitrogen=405.50 * 13.38 = 5425.59
Phosphorous = 38.02 * 134.23 = 5103.43
Total (N+P) =. 5425.59 + 5103.43 = il0529.Q
Total EEP Payment

NUTRIENT OFFSET PAYMENT
December 15, 2011
Tom McClanahan
Boddie -Noel] Enterprises, Inc.
PO Box 1908
Rocky Mount, NC 27802
You have requested to fulfill nutrient offset requirements by paying into the North Carolina Ecosystem Enhancement
Program (NCEEP) Nutrient Offset In -Lieu Fee Mitigation Program. The purpose of this letter is to notify you that the
NCEEP is willing to accept payment for impacts as specified in the following table. The named Local Government
specified and verified the total pounds of offset necessary for permit approval.
Project Name:
Hardee's Restaurant- Washington
Local Government:
City of Washington
Local Government Transaction Number:
None given
Basin:
Tar -Pamlico
8-digit Catalog Unit:
03020103
10-di it Catalog Unit:
03020103(05)
Nitrogen
405.502 pounds $13.38/lb = $5,425.62
Phosphorous
38.016 pounds a $134.23/]b = $5,102.89
Nutrient Offset Mitigation Payment Due:
$10,528.51
Nutrient offset payments made to EEP as part of fulfilling the requirements of the Tar -Pamlico River Nutrient Sensitive
Waters Management Strategy shall be at a rate specified by 15A NCAC 02B.0274. Upon receipt of payment, EEP will
take responsibility for providing the compensatory mitigation. The amount due indicated above is based on the current
nutrient offset rates. 15A NCAC 02B.0274 {f) specifies that NCEEP will adjust nutrient offset rates in July of each year
or quarterly if certain criteria are melt 'I Isis a�>vo�ce eicp�res on Deccmbee 3 i, 26 1. if payment is not received prior to
that time, you must request an updated invoice from NCEEP.
You must also comply with any other state, federal or local government permits or authorization associated with this
activity including Session Law 2009-337, An Act to Promote Compensatory Mitigation Banks as amended by
S.L. 201 1-343. Payments into the Nutrient Offset Program are not transferable. Please send a check payable to NCEEP
for the Total Amount Due to the appropriate address below and enclose a copy of this invoice.
US Mail: Physical Address (for other delivery services):
NCDE NR Ecosystem Enhancement Program NCDENR Ecosystem Enhancement Program
1652 Mail Service Center 2728 Capital Boulevard, Suite IH 103
Raleigh, NC 27699-1652 Raleigh, NC 27604
-proh,C , 0" Stat&
NCDENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-04761 www.nceep.net

Page 2
Refunds of payments made to NCEEP are only approved under certain conditions. All refund requests must be submitted
in accordance with NCEEP's refund policy at wWtiv.nceep..net. If you have any questions or need additional information,
please contact Kelly Williams at [phone] or [e-mail].
Sincerely,
xtua4jl�"Z4 2a-
Michael Ellison
Deputy Director
cc: Mike Apple, City of Washington
File
Rwto r(yIg... FmAa"... Prot-", our State
TA
NCAERR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-16521919-715-0476 / www.nceep.net

City of Washington
r P.O. Box 1988, Washington, NC 27889-1988
�aahinyicn
I�-
JAN 2 5 2012
December 16, 2011 NCDENR
AES Consulting Engineers
6421 Canon Way
Gloucester, Virginia 23061
RE: Site Plan Review Comments
Hardees Out Restaurant
The site plan for the proposed Hardee's Restaurant located on Carolina Avenue has been
approved based upon the following conditions:
Parks and Recreation Department Comments:
Approval recommend as submitted. Contact Philip Mobley at 252-975-9367 Ext
224 with any questions.
Fire -Rescue -EMS Services Department Comments:
Approval recommended as submitted. Contact Jasper Hardison at 252-948-9400
with any questions.
Police Department Comments:
Approval recommend as submitted. Contact Sandy Blizzard at 252-975-9436
with -any questions.
Public Works Department Comments:
Approval recommended as submitted. Contact Allen Lewis at 252-975-9332 with
any questions.
Building Inspections Department Comments:
Approval recommend as submitted. Contact Wayne Harrell at 252-975-9304 with
any questions.

Electric Utilities Department Comments:
Approval recommended as submitted. Contact Alston Tankard at 252-975-9344
with any questions.
NC Department of Transportation Comments:
Approval recommend as submitted. Contact Woody Jarvis at 252-946-3054 with
any questions.
Planning Department Comments:
Approval recommend as submitted. Final approval for building construction will
not be approved prior to acceptance and approval of annexation petition by City
Council. Contact Glen Moore at 252-975-9317 with any questions.

NCDENR
1601 MAIL SERVICE CENTER
RALEIGH NC 27699
Bay Foods, Inc.
72884 NCDENR
Check Number 51861 Date 01/09/12
Invoice
Date
Comment
Gross Amount
Discount
Net Amount
1300 0112C
01/05/12
4000.00
0.00
4000.00
check to Keelie Ryan
WHESS
JAN 25 2912
NC ®ENR
Total Amount
4000.00
0.00
4000.00
--
"�r+F p�.,_,,;, ���;�OiiIGINALLCHECK,IS�PRINTEDkWITIiy4�VOIb�PANTOGfi4Pli ONiTHE FACE;'ANCWOTHERSECFEATURES_+5:,�?j�`,{�,x�w�t"�
Check Number ' 51861
66-065
531
Check Amount
*******"$4,000,00
Void after 180 Days
® FOUR THOUSAND AND 00/100------- Dollars
Pay to the NCDENR
Order of 1601 MAIL_ SERVICE CENTER
RALEIGH NC 27699

For DEN Use ONLY
Reviewer: �C'�,A,
North Carolina Department of Environment and submit:
` A Natural Resources 5 e y�
NCDENR Request for Express Permit Review rime:
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckag of the project location. Please include this form in the.application package.
• Asheville Region -Alison Davidson 828-296-4698;[e-mail]
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leea( ..ncdenr.gov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patdck.grogan(o.ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or lyn.hardison atncdenr.gov
• Wilmington Region -Janet Russell 910-796-7302 or janet.russellAmcdenryov
• Wilmington Region -Cameron Weaver 910-796-7303 or cam eron.weaver&ncdenr.cgov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of Request
SW
SW
SW
SW
SW
Project Name: HARDEE'S TRANTER CREEK County: BEAUFORT �M���°
Applicant: B MAYO BODDIE JR Company: BAY FODS INC
Address: 1021 NOELL LANE City: ROCKY MOUNT, State: NC Zip: 27802-_ JAN 2 5 zw
Phone: [phone], Fax: [phone], Email: [e-mail] I� �A ®
Physical Locaiion:SW SIDE OF TOUTE 264 JUST EAST OF TRANTERS CREK DRIVE Ric DE5�lP1
Project Drains into TRANTERS CREEK waters - Water classification C SW NSW (for classification see-
http:llh2o.enr.state.nc.us/bims/reports/reportsWB.html)
Project Located in TAR-PAM River Basin. Is project draining to class ORW waters? N, within '/2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
EngineeOC.onsultant: LOUIS M PENCI Company: AEX CONSULTING ENGINEERS
Address: 5248 OLDIE TOWNE ROAD City: WILLIAMSBURG, State: VA Zip: 23188-�
Phone: [phone], Fax: 804 _ Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
0 401 Unit [Stream Origin Determination: J # 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 fto r acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales [IOff-site[SW (Provide permit #)j
❑ High Density -Detention Pond _ # Treatment Systems El High Density -Infiltration — #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ® High Density -SW Wetlands 1 # Treatment Systems
❑ High Density -Other — # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev, Exclusion SW (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 2_8 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 ALOE ❑ Yes ❑ No
Buffer Impacts: ❑ No ❑ YES: ac re(s)
Isolated wetland on Property ❑ Yes ❑ No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
For DENR use oniv
Fee Split for multiple permits: (Check # ( Tj - Total Fee Amount $ C�
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW M HD, ❑ LD, ❑ Gen)
$ 3c'se')
401:
$
LOS
$ `75 0
Stream Deter,_
$ 2.UA
NCDENR EXPRESS June 2011