SW7050635_CURRENT PERMIT_20050908

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
PEPCURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
�a25�22dL
YYYYMMDD

o�o war-17
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
wk:..
DIVISION OF WATER QUALITY
September 8, 2005
Branch Banking and Trust Company
Attn: Mr. Rhett Bailey
2501 Wooten Blvd.
Wilson, NC 27893
Dear Mr. Bailey:
Alan W. Klimck, RE. Director
Division of Water Quality
Subject: Stormwater Permit No. SW7050635
Branch Bank & Trust - Kitty Hawk
High Density Stormwater Project
Dare County
The Washington Regional Office received your Stormwater
Application for the subject project on June 30, 2005. Staff review
of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth
in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7050635
dated September 8, 2005 to Branch Banking and Trust Company.
This permit shall be effective from the date of issuance
until September 8, 2015 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 150B 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.
North Carolina Division of Water Quality Internet; h2o.enr,state.nc.us
943 Washington Square Mall Phone. [phone] f
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffrmatve Action Employer— 50% Recycled110% Post Consumer Paper
NorthCarolina
Naturody

Branch Banking and Trust Company
September 8, 2005
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Mr. Bill Moore at (252)948-
3919.
Sin erely,
Al H dge Reg' Lurvisor
Surface Water Protection Section
Washington Regional Office
cc: Albemarle & Associates
Town of Kitty Hawk Planning/Inspections
✓+gARO Stormwater Files
Central Files

State Stormwater Management Systems
Permit No. SW7050635
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
Branch Banking and Trust Company
Dare County
FOR THE
construction, operation and maintenance of stormwater management
systems in compliance with the provisions of 15A NCAC 2H.1000
(hereafter referred to as the "stormwater.rules") and the approved
stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the
Division of Water Quality and considered a part of this permit for
(2)dry infiltration basins to serve Branch Bank located at 5416
North Croatan Highway at Kitty Hawk, NC.
This permit shall be effective from the date of issuance until
September 8, 2015, 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 on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Total Site Area:
Total Impervious
Surfaces Allowed:
Basin Depths:
Required Storage Volume:
Provided Storage Volume:
Provided Surface Area:
Overflow Elevations:
4
Branch Bank at Kitty Hawk
SW7050635
Dare County
Branch Banking & Trust Co.
2501 Wooten Blvd.
Wilson, NC 27893
06/30/2005
UT-Currituck Sound
SC
1.16 acres
0.68 acres
2.0 - Basin 1
2.0 - Basin 2
1740 cf - Basin 1
1376 of - Basin 2
7424 cf - Basin 1
5258 cf - Basin 2
5349 sf -- Basin 1
3808 sf - Basin 2
13.2 ft - Basin 1
9.95 ft - Basin 2

{
4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as'swales)
shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit
and receiving approval from the Division.
5. The following items will require a modification to the
permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition_ to the approved amount of built -
upon area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
2. The facilities must be properly maintained and operated at
all times. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
5

a,. Semi-annual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and. unclogging of outlet structure,
orifice device and catch basins and piping.
4. Records of maintenance activities must be kept and made
available upon request to authorized personnel of DWQ. The
records will indicate the date, activity.,- name of person
performing the work and what actions were taken.
5. This permit shall become voidable unless the facilities are
constructed in accordance with the conditions of this permit,
the approved plans and specifications, and other supporting
data.
6. Upon completion of construction 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. Mail the
Certification to the Washington Regional Office, 943
Washington Square Mall, Washington, North Carolina, 27889,
attention Division of Water Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL, CONDITIONS
1. .This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting .materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
2. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee. to enforcement
action by the Division of Water Quality, in accordance with
North Carolina General Statute 143-215.6(a) to 143-215.6(c)..
3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
6

4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective
action, including those as may be required by this Division,
such as' the construction' of additional or replacement
stormwater management systems.
5. The permit may be modified, revoked and reissued or
terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does
not stay any permit condition.
Permit issued this the 8 th day of September, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan'W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7050635
7

Stormwater Permit SW7050635
(2) Infiltration Basins
Branch Bank & Trust
Kitty Hawk, NC
Designer's Certification
I, , as a duly
registered Professional Engineer in the -State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date
3

emarle
& ASSOCIATES, LTD.
April 27, 2006
NCDENR Land Quality Section
943 Washington Square Mall
Washington, NC 27889
ATTN-. Mr. Al Hodge
RE: Stormwater Permit No. SW7050636
Branch Bank & Trust -- Kitty Hawk
High Density Stormwater Project
Dare County
Dear Mr. Hodge:
ECF.d V E.D
APR 2 8 2006
DWQ-WARD
Please find the enclosed State Stormwater Management Permit with an executed
Designer's Certification for the above reference project.
Thank you for your cooperation with the design of this project. We look forward to
future projects with the Department of Water Quality. Please do not hesitate to call me
if you have any comments or questions regarding this project.
Sincerely,
taredMadewell, PE
ngineer
Attachment
M. 07362B
Client
Engineering -- Surveying — Land Planning
P.O. Box 3989. 115 W. Saint Clair St. Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]

i
4

Stormwater Permit SW7050635
(2) Infiltration Basins
Branch Bank & Trust
Kitty Hawk, NC
Designer's Certification
I , Cif e� L—. Ala Se e—I as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
RB�T, Ktt[��t H aLvk 6 (Project)
for
Trued- Ca
(Project Owner)
hereby state that to the best of rry 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 oved plans and
specifications. ,,���1���Ij��I
Este.
= BEAL �r
Signature —
�� 1
Registration Numbe AV d2993 1+�.��{► t,
Date A-D(-1 1 26,2606 /,�� 1 ;.M&&. 1%WX,`�

4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance
conditions, the Permittee shalltake... immediate _corrective
action, -,including - those as may. be- required-. by th1s Division,
such as the construction' of additional -or __replacement
stormwater management -systems. -
5. The permit may be modified, revoked and reissued or
terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does
not stay any permit condition.
Permit issued this the 8 th day of September, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan'W. Klimek, P.E., Director
Division of Water Quality
By Authority of the.Environmental Management Commission
Permit Number SW7;05 A35 '
� � Jw ✓
7

G 5 i m OF[7]CE USE ONLY - � -
Date ReceivedFee Paid Permit Number
2
DINQ-W RO State of North Carolina SUV M� --
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Uc anc i�a� k-� cv �t—Sid 2T
2. Pri caner/Si nm Offici 1's name and title (person legally responsible for facility and compliance):
� �va.i_S�r-Ot a _. _..._.._......_..._
3. Mailing Address for person listed in item 2 above:
City: —W �__..--------...- _.__. State:G_ — _ Zip:3_---
Telephone Number:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.)-.
BB&T Kitty Hawk Branch Office
5. Location of Project (street address):
5416 North Croatan Highway
City: Kitty Hawk County: Dare
6. Directions to project (from nearest major intersection):
From the intersection of US 158 and NC 12 proceed west on US 158 approximately 0.4 of a mile, site is on the
left.
7. Latitude: 36° 5.96'N Longitude: 75° 43.26' W of project
8. Contact person who can answer questions about the project: N
Name: Mr. Jared L. Madewell, PE Telephone Number: ( 252 ) 441-2113
IL PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page I of

+' I

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density X Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff either sheet flows, is directed by gutters and pipes, or is collected in drop inlets. The runoff
then flows into infiltration basins on the site where it will infiltrate into the soil. Stormwater on pervious areas
will infiltrate into the soil.
2. Stormwater runoff from this project drains to the Pasquotank River basin.
3. Total Project Area: LM Acres 4. Project Built Upon Area: 58.7 %
5. How many drainage areas does the project have? 2
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area l
Drainage Area 2
Receiving Stream Name
See Attached Sheet
See Attached Sheet
Receiving Stream Class
Drainage Area
Existing Impervious* Area
Proposed Impervious* Area
% Impervious* Area (total)
Impervious* Surface Area
Drainage Area I
Drainage Area 2
On -site Buildings
See Attached Sheet
See Attached Sheet
On -site Streets
On -site Parking
On -site Sidewalks
Other on -site
Off -site
Total:
Total:
` Impervious area it defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of

7. How was the offsite Impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
Subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not he
Changed or deleted without the consent of the State.
2. No more than _ _ square feel of any lot shall he covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate, or similar material but do not include wood
decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings.
3. Built -upon area in excess of the permitted amount requires a stale stormwater management permit modification prior to
construction.
J. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system, These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

VI. SUBMITTAL REQUIRMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
Submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form X
• One copy of the applicable Supplement Form (s) for each BMP X
• Permit application processing fee of $420 (payable to NCDENR) X
• Detailed narrative description of stormwater treatment/management X
• Two copies of plans and specifications, including: -X-
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI1. AGENT AUTORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your behalf,
please complete this section.
Designated agent (individual of firm): Albemarle & Associates, Ltd. - Mr. Jared L. Madewell, PE
Mailing; Address: P.O. Box 3989, 115 West St. Ciair Street
City: Kill Devil Hills State: NC Zi 27948
Phone: [phone] Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
I, (print or tvpe name ofperson listed in General Information, item 2) R � { l �QI L'e ,
Certify that the information included on this permit application form is, to the best ot my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H t OO. _
Date:_ . Z O<-
Form SWU-101 Version 3.99 Page 4 of

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RECEIVED
JUN 3 0 2005
DWQ-WARO-
i1'000L4285110 1:053LOLL20:5LLEI 5736Mill

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORMF1
INFILTRATION BASIN SUPPLEMENT JUN 3 0 2005
This form may be photocopied for uve as an original
DUVQ-WARO
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: ^BB&T Kitty Hawk Branch Office
Contact Person: Mr. Jared L. Madewell, PE Phone Number: 252-441-2113
This worksheet applies to: Basin No.
(as identified on puns)
in Drainage Area
i
(from Form SWU- 001)
II. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
FrD Fripp Fine Sand
10 in/hr r cf/hr/sf (circle appropriate units)
8.50 fmsl (Seasonal High Water Table elevation)
1.0 inch (1.5 inch event for SA waters, I inch event for others)
1,740 c.f.
0.0333 Days
59.1 ft. x 90.5 ft.= 5,349 sq.ft. (bottom dimensions)
7,424 c.f.
11.20 Fmsl
11,87 Fmsl
13.20 Fmsl
Form S W U-103 Rev 3.99 Page 1 of 3

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111. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H . 1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
f.
n
System is located 50 feet from class SA waters and 30, feet from other surface waters.
System is located at least 100 feet from water supply wells.
Bottom of system is at least 2 feet above the seasonal high water table.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
System is not sited on or in fill material or DWQ approval has been obtained.
System is located in a recorded drainage easement for the purposes of operation and maintenance
and has recorded access easements to the nearest public right-of-way.
Drainage area For the device is less than 5 acres.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is attached.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all surfaces
draining to the system, including any off -site drainage. Calculations attached.
All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
A pretreatment device such as a catch basin, grease trap, filter strip, grassed $wale or
sediment trap is provided.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
Flow distribution mechanism within the basin is provided.
A benchmark is provided to determine the sediment accumulation in the pretreatment device.
Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all pertinent
draw -down calculations are attached.
s. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
l . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetated cover to
maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow structures for
blockage and deterioration. Remove any blockage and repair the structure to approved design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when the depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original design depth
without over -excavating. Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a stormwater
treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design depth so that
accurate sediment accumulation readings can be taken. The measuring device used to determine the depth at the benchmark
shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments.
When the design depth reads —
ration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as allowed
by NCAC 2H .1000 must be designed, approved and constructed.
1 acknowledge and agree by my signature below that I am responsible for the performance of the five maintenance procedures
listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print Name and Title: Khft L'Sa-P
Address: GIVS,
Phone: e 2 — �Q .` ?� VDate: (� �
Signature:
Note: The 1ega11yxxesri`M'1h1e rt o d 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. f
I, DOre-M Vu ��r -S� , a Notary Public for the State of [7r C'Vb1itl1L County of
St , do hereby certify that. �� t`7 Q-J eV personally appeared before me
this day of J u he a and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Witness my hand and official seal
SEAL ,,.•��`�apoR(/F,e`'��y,
.. O N
PdJBZ01V co
I. -
My commission expires 9 oZp0 7
Signature ��� b)z dl-eff R_az

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FOR
O�ECEjVeo
INFILTRATION BASIN SUPPLEMENT JUN 3 0 2005
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review: D Q-WARD
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details.
I. PROJECT INFORMATION
Project Name: BB&T Kitty Hawk Branch Office
Contact Person: Mr. Jared L. Madewell, PE Phone Number: 252-441-21 13
This worksheet applies to: Basin No. 2
(as identified on plans)
in Drainage Area 2
(from Form SWU-I0])
11. DESIGN INFORMATION - Attach supporting calculations/documentation. The soils report must be
based upon an actual field investigation and soil borings. County soil maps are not an acceptable
source of soils information. All elevations shall be in feet mean sea level (fmsl).
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
FrD
10 in/hr r cf/hr/sf (circle appropriate units)
5.00 fmsl (Seasonal High Water Table elevation)
1.0 inch (1.5 inch event for SA waters, I inch event for others)
1,376 c.f.
0,0375 Days
24.1 ft. x 158.0 ft.= 3,808 sq.ft. (bottom dimensions)
5,258 c.f.
8.00
fmsl
8.75
fmsl
9.95
fmsl
1~ormSWU-103 Rev3.99 Page I of

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III. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N.C.
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 15 A
NCAC 2H . 1008.
Initial in the space provided to indicate that the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. Attach justification if a requirement has not been met.
Applicants Initials
f.
System is located 50 feet from class SA waters and 30, feet from other surface waters.
System is located at least 100 feet from water supply wells.
Bottom of system is at least 2 feet above the seasonal high water table.
Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
System is not sited on or in fill material or DWQ approval has been obtained.
System is located in a recorded drainage easement for the purposes of operation and maintenance
and has recorded access easements to the nearest public right-of-way.
Drainage area for the device is less than 5 acres.
Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is attached.
System captures and infiltrates the runoff from the first 1.0 inch of rainfall (1.5 inch event for
areas draining to SA waters ). Design volume and infiltration calculations attached.
System is sized to take into account the runoff at the ultimate built -out potential from all surfaces
draining to the system, including any off -site drainage. Calculations attached.
All side slopes stabilized with vegetated cover are no steeper than 3.1 (H:V).
A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
Bottom of the device is covered with a layer of clean sand to an average depth of 4 inches
or dense vegetative cover is provided.
n. Vegetated filter is provided for overflow and detail is shown on plans (Required minimum
length is 50 feet for SA waters, 30 feet for other waters).
o. Flow distribution mechanism within the basin is provided.
p. A benchmark is provided to determine the sediment accumulation in the pretreatment device.
_ q. Runoff in excess of the design volume bypasses off-line systems (bypass detail provided).
r. System is designed to draw down the design storage volume to the proposed bottom
elevation under seasonal high water conditions within five days. A soils report and all pertinent
draw -down calculations are attached.
S. Plans ensure that the installed system will meet design specifications (constructed or restored)
upon initial operation once the project is complete and the entire drainage area is stabilized.
Form SWU-103 Rev 3.99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
I . After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion, trash
accumulation, vegetative cover, and general condition.
2. Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow vegetated cover to
maintain a maximum height of six inches, and remove trash as needed.
3. After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow structures for
blockage and deterioration, Remove any blockage and repair the structure to approved design specifications.
4. Remove accumulated sediment from the pretreatment system and infiltration basin annually or when the depth in the
pretreatment unit is reduced to 75% of the original design depth. The system shall be restored to the original design depth
without over -excavating. Over -excavating may cause the required water table separation to be reduced and may
compromise the ability of the system to perform as designed. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a stormwater
treatment device or stream, etc.).
A benchmark shall be established in the pretreatment unit. The benchmark will document the original design depth so that
accurate sediment accumulation readings can be taken. The measuring device used to determine the depth at the benchmark
shall be such that it will give an accurate depth reading and not readily penetrate into accumulated sediments.
When the design depth reads —
ration basin.
5. If the Division determines that the system is failing, the system will immediately be repaired to original design
specifications. If the system cannot be repaired to perform its design function, other stormwater control devices as allowed
by NCAC 2H .1000 must be designed, approved and constructed.
I acknowledge and agree by my signature below that I am responsible for the performance of the five maintenance procedures
listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible parry.
Print Name and Title: 1''11WIk 14-OtMA
Address: d l� %Q &A ,
Phone: Date: tiziozO ^
Signature:
Note: The legally respnn rble park, , s ho 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, b (2eh ood rtl.Tr �,VsiQss , a Nota Public for the StateofCam IV —, County of
SO , do hereby certify that i�� ff q/ f e personally appeared before me
this day of 1-
u n e a , aODs , and acknowledge the due execution of the forgoing infiltration basin maintenance
requirements. Wi.W"ajiuy,,}hand and official seal
SEAL
o. ARy .
�o
UB1-�G =
My commission expires o 0 a 0
Signatur W Q

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BB&T
Kitty Hawk Branch Office
Stormwater Management Application
Infiltration Basin Supplement Attachment
Justifications for
Drainage Areas #1 and #2
Infiltration Basins #1 and #2
Section 11 —Design Information
M������U
JUN 3 0 2005
DWQ-WARD
Soils Report Summary — The Soil Survey for Dare County has established infiltration rates
for Fripp fine sands to be 6 — 20 inches per hour. A conservative infiltration rate of 10
inches per hour was used. The seasonal high ground water elevation is based upon two (2)
borings and field observations.
Section III — Required Items Checklist
Basin I and Basin 2
a. The nearest waters to the system are classified as SC. These waters make up the
Currituck Sound.
Basin 1 and Basin 2
c. Indicators of the SH WT or current ground water table were not found during the borings.
The borings were taken to 5' below the existing grade. The soil survey stated that the
SH WT for the type of soil at the site is greater than 6' below the surface and 6' was used as
the depth to the SHWT for this site. Equating to separation distances for Infiltration Basin
l and 2 of 31" and 36", respectively.
Basin 1 and Basin 2
f. The owner will be operating and maintaining the system. The basins are located along
the perimeter of the site making them easily accessible for the removal of sediment.
Basin 1 and Basin 2
i. Reference item a above.
Basin 1 and Basin 2
1. The stormwater runoff from portions of each drainage area is collected in catch basins.
Runoff not collected in a structure is'directed by curb and gutter to flumes throughout the
site that empty into one of the two (2) infiltration basins.
Basin 1 and Basin 2
o. Each of the two infiltration basins is made up of two areas connected by pipes. Though
the pipes are meant to serve as equalization pipes, they do provide flow distribution
between each area.
Basin 1 and Basin 2
q. Runoff in excess of the design volume does not bypass offline. The management
capacity of the system has been maximized due to the fact that there is no where for the
excess runoff to go. Basin 1 manages over 9 inches of rainfall and Basin 2 manages over 8
inches of rainfall.

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STORMWATER NARRATIVE �����
for the
vm
BB&T BRANCH OFFICE ,�(jN 2005
in
KITTY HAWK, NORTH CAROLINA
DWQ-WARD
BB&T intends to construct a 4,431 SF single -story financial office with four (4) drive-thru lanes, one (1)
ATM user lane, and associated parking.
The site is located on 1.16 acres at 5416 N. Croatan Highway. The site is currently developed with a
6,637 SF single -story masonry building and 17,126 SF of parking, sidewalks, and other impervious areas.
The existing features will be demolished in their entirety prior to any redevelopment.
The site varies in elevation from just under 9.0 MSL to the south (rear) to 15.5 MSL to the north (front).
Pervious portions of the site are vegetated with grass and trees with some prominent hardwoods along the
rear property line. The Soil Survey for Dare County has mapped the soils to consist of FrD (Fripp).
Fripp fine sands are characterized by rapid permeability with rates from 6 - 20 inches per hour. Proposed
coverage for the site is 58.7%.
There are two (2) drainage areas proposed for the. site. Drainage Area I includes the northern one-half of
the site and Drainage Area 2 includes the southern one-half. Coverage for Drainage Area 1 is being
increased slightly and for Drainage Area 2 the coverage is being doubled. Runoff from Drainage Area I
will sheet flow toward Infiltration Basin I where it will enter the basin by curb and gutter and flume or by
drop -inlet and pipe. Runoff from Drainage Area 2 will sheet flow to the rear of the property and enter
Infiltration Basin 2 by curb and gutter and flume or by curb -inlet and pipe. Roof runoff in both basins
will be directed by downspouts and sheet flow to the basins. Due to the location of this site, there is not
an overflow route. For this reason, both basins have been designed to manage as much runoff as practical
without jeopardizing design parameters. Basin I will manage over 9 inches of runoff. The management
is accomplished through the storage of just over 4 inches and the remaining 5 inches through infiltration.
Basin 2 will manage over 8 inches. The management is accomplished through the storage of nearly 4
inches and the remaining 4 inches through infiltration.
Two (2) soil borings were taken to estimate the depth to the water table in the vicinity of the proposed
infiltration areas. However, the water table was not found in either boring. Albemarle & Associates, Ltd.
staff performed a boring on the adjacent lot to the east earlier in the year. The depth to the water table
determined through this boring was 42" below the existing grade, which would equate to an elevation at
approximately 3.5' MSL. The soil survey indicates that the Seasonal High Water Table (SHWT) for
Fripp soils is more than 6' below the surface. This depth, therefore, will be used for this site as the depth
to the SHWT. Boring 1 was located within Infiltration Basin 1 and Boring 2 was within Infiltration Basin
2. The SHWT for Basin I and 2 is 8.50 and 5.00, respectively. The borings were representative of the
Fripp complex.
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Prepared by Albemarle & Associates, Ltd 6/13/2005

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DRAINAGE AREAS
for the
BB&T KITTY HAWK
BRANCH OFFICE
RECEIVED
,SUN 3 0 2005
0 . I i
Basin Information
Drainage Area 1
Draina a Area
Receiving Stream Name
Receiving Stream Class
s
Ac
5
Ac
Drainage Area
24,635
0.57
25,890
0.59
Existing Im ervious Area
19,266
0.44
4,497
0.10
Proposed. Im ervious Area
16,331
0.37
13,343
0.31
% Impervious Area
66.3%
51.5%
Impervious Surface Area
Drainage Area 1
Drainacle
Area 2
On -Site Buildings
3,716
0.09
3,342
0.08
On -Site Streets
0
0.00
0
0.00
On -Site Parking
12,032
0.28
9,387
0.22
On -Site Sidewalks
583
0.01
614
0.01
Other On -Site
0
0.00
0
0.00
Off -Site
0
0.00
0
0.00
Total:
16,331
0.37
13,343
0.31
Site Area
Existing Coverage
Proposed Coverage
Allowable Coverage
1.16 AC
47.0%
58.7%
60.0%
Prepared by Albemarle & Associates, Ltd. 6/9/2005

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STORMWATER CALCULATIONS
for the
BB&T KITTY HAWK
BRANCH OFFICE
PRELIMINARY
Stormwater Drainage Area P1 (Northern Portions of Building, Pavement, Sidewalk)
Drainage Area
24,635 sf =
0.57 ac X.�g3>i =
2053 C. '
SURFACE AREA INFORMATION
Im revious Surface
C Value
Area
C*A
Parking
0.95
12,032
11,430
Sidewalks
0.95
583
554
Building
1.00
3,716
3,716
Total Impervious Area
16,331
15,700
Stormwaler Mona ement Areas
C Value
Area
C*A
Basin
1.00
5,349
5,349
Total Stormwater Management Area
5,349
5,349
Total Contributing Area
21,680
21,049
Composite C 0.97
Contributing Area 0.50 ac
Infiltration Basin Characteristics
Basin Storage
Side Slope Depth A
Volume c
Stormwater Basin
1:3 2
7,424
Total
7,424
Swale Storage
Side Slope Depth ft
Volume c
n!aI
o
Total
L 0
Infiltration **
Infiltration Basin
Total
n1a
Main
5,349 10.00
Pond Center (sf) Void Space
20.00
RECEIVED
JUN 3 0 2005
DWQ-WAR®
Rr " .v pf ef
1 x4,6
Infiltration Volume
8,915
8.915
1.0o
StormwaterManagement I"
1.51,
4.3"
8,0"
Intensity (in./hr)
0.5
0.75
2.15
4.00
Runolf(cfs)
0.24
0,36
1.04
1.93
2-Hour Runoff Volume (cf)
1,740
2,609
7,480
13,917
Pond Storage Volume (cf)
7,424
7.424
7,424
7,424
Pond/Swale Infiltration Volume (cf)
8,915
8,915
8,915
8,915
Void Volume Under Pond (cf)
0
0
0
0
Total Stormwater Managed (cf)
t6„339
16,339
16,339
16,339
Percent Retained
939%
626%
218%
117%
• - Stormwater falling upon the drainfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity of existing conditions.
** - based on two hour infiltration rate.
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Prepared by Albemarle & Associates, Ltd. 6/9/2005

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STORMWATER CALCULATIONS
for
BB&T KITTY HAWK RECEIVED
OFFICE
,SUN 3 0 2005
PRELIMINARY [�
Stormwater Drainage Area 42 (Southern Portions of Building, Pavement, Sidewalk), .D� ®WQ-WARQ
Drainage Area 25,890 sf = 0.59 ac A4
SURFACE, AREA INFORMATION
Im revious Surface
C Value
Area
C"A
Parking
0.95
9,387
8,918
Sidewalks
0.95
614
583
Building
1.00
3,342
3,342
Total Impervious Area
13,343
12,842
Stormwater Management Areas
C Value
Area
C'A
Basin
1.00
3,808
3,808
Total Stormwater Mana ement Area
3,808
3,808
Total Contributing Area
17,151
16,650
Composite C 0.97
Contributing Area 0.39 ac
Infiltration Basin Characteristics
Basin Storage Side SloRE Depth ft Volume c
Stormwater Basin 1:3 1.95 5,258
Total i 5,2-58
Swale Storage Side Slope Depth ft Volume e
nla 0
Total 0
Infiltration ""
Infiltration Basin
Total
Void
nla
Main
r
Surface Areas Infiltration Rate inJhr Infiltration Volume
3,808 10.00 6,347
6,347
Pond Centers Void Space % Depth fft-Void Volu
20.00 1.00 1 0
Stormwater Management I"
1.5"
4.3"
8.0"
Intensity (in.lhr)
0.5
0.75
2.15
4.00
Runoff(cfs)
0.19
0,29
0.82
1.53
24lour Runoff Volume (cf)
1,376
2,064
5.917
11,009
Pond Storage Volume (cl)
3,258
5,258
5,258
5,258
Pond/Swale Infiltration Volume (cf)
6,347
6,347
6,347
6,347
Void Volume Under Pond (cf)
0
0
0
0
Total Stormwater Managed (cf)
11,605
11,605
11,605
11,605
Percent Retained
843%
562 %
1%%
105°/
• - Stormwater falling upon the drainfield and perimeter areas with greater than two feet separation
excluded from calculations due to the porosity ofexisting conditions.
*• - based on two hour infiltration rate.
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Prepared by Albemarle & Associates, Ltd. 619/2005

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Soil Boring
for
BB&T Kitty Hawk Branch
Soil Boris
Soil Boring
depth
-
-2
0" - 3"
Root mat
Root mat
3" 6"
Light brown fine
Dark brown fine
sand
sand
6" - 12"
Light brown fine
Dark brown fine
sand
sand
12" 18"
Light brown fine
Light brown fine
sand
sand
Lgt brn fine
Light brown fine
18" - 24"
sand w/gray/tan
sand
mottling
Lgt bm fine
Gray sand with
24" - 30"
sand w/gray/tan
mottling
organics
30" - 36"
Tan fine sand
Light brown fine
sand
Light brown fine
36" - 39"
Tan fine sand
sand w/tan
mottling
39" - 42"
Slightly moist
Slightly moist
tan fine sand
tan fine sand
42" - 48"
Slightly moist
Slightly moist
tan fine sand
tan fine sand
48" - 60"
Brown fine sand
Slightly moist
w/mottling
tan fine sand
>601.
Moist tan fine
Slightly moist
sand
tan fine sand
Depth to Water
Not Found
Not Found
Table
Surface Elev 14.50 11.00
Termination or 9.50 6.00
Water Table
Adjacent Lot
Boring
Root mat
dry fine brown
sand
dry fine brown
sand
tan slightly
moist fine sand
tan slightly
moist fine sand
tan slightly
moist fine sand
slightly moist
coarse reddish
brown sand
moist fine sand
wl woody
organics
moist fine sand
w/ woody
organics
wet fine sand w
woody organics
wet fine sand w
woody organics
wet fine sand w
woody organics
3.5
7.00
3.50
ECEIVE-Or
OWQ-WARD
Albemarle & Associates, Ltd. 6/13/2005

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May 2o. 200�
A,lbe}nurte & Avsnciuwr . i.:d.
Aitn.: awr, _1li/cllc
PO Box 3189
KW Devil Hilts, NC 2-i948
RE ' Kitty I lijwk BB&T me
Dear !Jr. �liselle.
IECEIVED
JUN 3 0 2005
®WQ-WARO
C)n Aiv 12, 2005. Mr. Kendall'1 urnnge of Uavirotanertai PrnfeS.irn�als, rnt. iyL:i crlii Mr William
u%crcun, Kegu:atory Speciuliei, of the t IS grin)• C:nrlts of Engtnrc rs yt the propomd 1~BBA. T site in Kitty
Hawk, tlpoat rrrscntatirm of ¢l,c rcgt,irrd wrt.and utal?riats :cttd 3tippot-101 l glata Mi . Wcscott, wt,,
ittvest!gatcd the coil. w Vcttttitnt and hpdrulogy in ille grecks of 1pwest elevation that exist art the sttb3cc
parcel. Al tha: ;inlet Mr, Wescott determmcd rhAl no areas ,if US .Army C;om, m a.+' EngineeriI w,[lsnds es!�=,
Oil this M!Cel tha' 111M Or eXtTed Ilse pfimmete:•e As regUired by the 19R7 USA[: E Wctland Delineation
Ntallual,
Mr. Weu tt is CLI-rcntly pusscsaiwn of ali re.lu4cd ciucuuteats 11on; hiviton s -u:al Pru:';3iio:13l:+, l;tc. To
rend, r written cotlfirmiation ii ut no 'U; kdic;ions: wetlands cNis:.n, this prupet!r'. Cite to his wnrkinad, it
mat' ix: scvvrsl wzeki to a ttNaltth before W-- receive this wri cn carttinnatum.
Please call if yua hive ISny qu.eidons of ,:011111-m t9.
Scnc ni:iy,
Kct:e!a11 '.I'urnsge
l:nvirot,tnental St+rrili;t
P-<'!, [3f-)X 3Aihq KILL. L)FV11. H LLS, N o R r F i I:ARc71.1NA 27948-'t:+till :: is 441.[1� 44
r A X S?-441 -1)721 FkAA L: er.vironmt?nta11)rorteitrlhlir,K.nr.l

emarle
& ASSOCIATES, LTD.
To: NCDENR Land Quality Section
943 Washington Square Mall
Washington, NC 27889
Enclosed herein find the following items:
Letter of Transmittal
Proj.7362B
Date:6/30/05
Attention: Mr. William Moore, PE
Subject: BBBT — Kitty Hawk Branch
Office
Number
Date
Sheet
I Description
2
6-30-05
1
Site Plan
2
6-30-05
la
Stormwater Plan
1
Original
Stormwater Application and Associated Paperwork
1
-Cop
Stormwater Application and Associated Paperwork
❑ As requested ® For approval ❑ For permit submittal ❑ Please
distribute
❑ For your use ❑ Revise and return ❑ For construction ❑ Confidential
❑ For review
Notes:
CC: File
Lambert
❑ Disapproved ❑ For archives
From: Jared L. Madewell
Engineering — Surveying — Land Planning
P.O. Box 3989, 115 W Saint Clair St., Kill Devil Hills, NC 27948
Telephone: [phone] Fax: [phone]
❑ For release
RECERVED
JUN 3 U 2005
DWQ-WARQ

Compliance Inspection Report
Permit: SW7050635 Effective:09/08/05 Expiration: 09/08/19
Project: BB&T Kitty Hawk Branch
Owner: Branch Banking & Trust
County: Dare Adress: 5416 N Croatan Hwy
Region: Washington
City/State/Zip: Kitty Hawk NC 27949
Contact Person: Danny M Pope Title: Phone: [phone]
Directions to Project:
From the intersection of US 158 and NC 12 proceed west on US 158 approx. 0.4 of a mile, site is on the left
Type of Project: State Stormwater - Infiltration System
Drain Areas: 1 - (Currituck Sound) (03-01-56) ( SC)
On -Site Representative(s):
Related Permits:
Inspection Date: 04/30/2018 Entry Time: 11:00AM Exit Time: 11:20AM
Primary Inspector: William J Moore
Secondary Inspector(s):
Phone: [phone] Ext.264
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: E Compliant ❑ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Page: 1

Permit: SVV7050635 Owner - Project: Branch Banking & Trust
Inspection Date: 0413012018 Inspection Type Compliance Evaluation Reason for visit: Routine
Inspection Summary:
Inspection at BB&T Bank located at 5416 N. Croatan Hwy in Kitty Hawk. Project build according to plans.
(2) infiltration basins dry, well maintained. PE Cert & O&M in file.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ® ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ® ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ® ❑ ❑ ❑
Comment:
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ® ❑ ❑ ❑
Are the inlets located per the approved plans? ® ❑ ❑ ❑
Are the outlet structures located per the approved plans? ® ❑ ❑ ❑
Comment:
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ® ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑ M
DWQ upon request?
Comment:
page: 2

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR
in terim Dire"or
Ms. Natalie Lanier
BB&T
P.O. Box 167
Winston Salem, NC 27102-0167
Subject:
Dear Ms. Lanier:
VVaAa
NORTH CAROLINA
Environmental QuaI4
January 9, 2019
Stormwater Permit Renewal
Stormwater Management Permit SW7050635
BB & T — Kitty Hawk, NC
Dare County
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7050635 for a stormwater treatment system consisting of two
infiltration basins serving the BB & T located at 5416 N Croatan Hwy in Kitty Hawk, NC
expires on September 8, 2019. 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. Permit application forms for renewal can be found on our website at:
httls://deq.nc.gov%about/divisions/energy-mineral-land-resources/energy-mineral-land-
rules/stormwater-pro ram/post_�onstruction. 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
renewal application. You can request a copy by e-mailing me at
[e-mail].
Sincerely,
Roger K. Thorpe
Environmental Engineer
:, D_EQ._
North Carolina Department of Environmental Quality I Division of energy. Mineral and Land Resources
Washington Regional Offtce 1943 Washington Square Mali i Washington, North Carolina 27889
252946.648t