SW8051109_CURRENT PERMIT_20051215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
� CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
j�/�`S
YYYYMMDD

�QF WATFRQ Michael F Easley, Governor
�O G William G Ross Jr , Secretary
r-) r North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
December 15, 2005
Mr Archie Cribb, Vice President
Branch Banking and Trust Company
306 South Madison Street
Whiteville, NC 28472
Subject Stormwater Permit No SW8 051109
BB&T, Cedar Point, NC
High Density Project
Carteret County
Dear Mr Cribb
The Wilmington Reggional Office received a complete Stormwater Management Permit
Application for BB&T, Cedar Point, NC on November 28, 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 SW8 051109
dated December 15, 2005, for the construction of the subject project
This permit shall be effective from the date of issuance until December 15, 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 0 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 Paul Bartlett, or me at [phone]
Sincerely;"
G 'C.L�/_
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlptb S 1WQSISTORMWATERIPERMIT1051109 dec05
cc Brian Soltz, Commercial Site Design, PLLC
Katrina Marshall, Carteret County Building Inspections
Paul T Bartlett, P E
CWiImmgton Regional -Offices
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel 877-623 6748
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us
An Equal OpportunitylA3firmative Action Employer - 50% Recycled110% Post Consumer Paper
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Naiurail;

State Stormwater Management Systems
Permit No SW8 051109
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
Archie Cribb and Branch Banking and Trust Company
BB&T, Cedar Point, NC
Carteret County
FOR THE
construction, operation and maintenance of two infiltration basins in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until December 15, 2015, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 46,708 square feet of total
impervious area (Basin #1 — 44,154 sq ft, Basin #2 — 2,554 sq ft) Each basin
provides more than twice the required design volume and does not require a
bypass
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans There is no allotment for future built -upon
area at the site
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the protect
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
Page 2 of 7

I
State Stormwater Management Systems
Permit No SW8 051109
6 The following design criteria have been provided in the Infiltration basins and
must be maintained at design conditions
Basin #1 Basin #2
a Drainage Area, acres
1 14
006
Onsite, ft2
42,202
None
Offsite, ft2
7,314
2,554
b Total Impervious Surfaces, ft2
44,154
2,554
Onsite Buildings, ft2
3,995
None
Onsite Parking/Asphalt, ft2
31,499
None
Onsite Sidewalks, ft2
1,346
None
Offsite Access Driveways, ft2
7,314
2,554
c Design Storm, inches
1 5
1 5
d Basin Depth, feet
075
075
e Bottom Elevation, FMSL
2075
220
f Bottom Surface Area, ft2
14,540
1,145
g Bypass Weir Elevation, FMSL
NIA
NIA
(Basin Volume > 2X Design Volume)
h Permitted Storage Volume, ft3
10,905
859
i Type of Soil
sand
sand
j Expected Infiltration Rate, inlhr
120
105
k Seasonal High Water Table,
1870
1933
FMSL
I Time to Draw Down, hours
1
1
m Receiving Stream/River Basin Boathouse Creek I White Oak River
n Stream Index Number 20-31
o Classification of Water Body "SA, HOW"
II SCHEDULE OF COMPLIANCE
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 times 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 revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 051109
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 The facilities shall be constructed as shown on the approved plans 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
fi 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
7 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
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 051109
I119r1:11I'll 14:711w+le7►11]kdIQi!&J
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies {local, state, and federal} having Jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 15th day of December 2005
NORT Z ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for AlanKlimek, P E Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 051109
BB&T, Cedar Point, NC
Stormwater Permit No SW8 051109
Carteret County
Designer's Certification
Page 1 of 2
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

S
State Stormwater Management Systems
Permit No SW8 051109
Page 2 of 2
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 bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the 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 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
fi/2be�#, �Atq,� z
State of North Carolina
Department of Environment and Natural Resou iMC �+ FVE D
Division of Water Quality N0 €1 3 j 05
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original B�
GENERAL INFORMATION
1 Applicants name (specify the name of the corporation individual etc who owns the project)
Branch Banking and Trust
2 Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
_ Branch Banking and Trust / Archie Cribb, Vice President _
3 Mailing Address for person listed in item 2 above
306 South Madison Street
City Whiteville State NC Zip 28472
Telephone Number ( 910 914-9851
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 Cedar Point NC
5 Location of Project (street address)
_NW Corner of NC Highway 24 and SR 1113
City Cedar Point County Carteret
6 Directions to project (from nearest major intersection)
NW Corner of NC Highway 24 and SR 1113 In Cedar Point, NC _
7 Latitude 34411
Longitude 77 4' 2l" W
8 Contact person who can answer questions about the project
Name Brian Soltz
II PERMIT INFORMATION
1 Specify whether project is (check one) X New
Form SWU-I01 Version 3 99 Page 1 of 4
Telephone Number ( 919 ) 848-6121
Renewal Modification
it-
14,
of project

, , 0/-;-9/0J-m- A'e0'(AV/d'7
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 X High Density Redevelop Ceneral Permit Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major X 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 will be routed into an infiltration basin
Stormwater from the first 1 5" of rainfall will infiltrate into the soil Excess stormwater will enter overflow
inlet and discharge piping
2 Stormwater runoff from this project drains to the _White Oak River basin
3 Total Project Area 2 18 acres 4 Project Built Upon Area 41
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 1
I Drainage Area 2
Receiving Stream Name
Boathouse Creek
Boathouse Creek
Receiving Stream Class
SA
SA
Drainage Area
49,516 sf (1 14 ac)
2,554 sf (0 06 ac)
Existing Impervious* Area
0
0
Proposed Impervious*Area
44,154 sf (1 01 ac)
2,554 sf (0 06 ac)
% Impervious* Area (total)
89 2%
100%
Impervious' Surface Area,
Drainage Area lE
Drainage Area 2
On -site Buildings
3,995 sf (0 09 ac)
0
On -site Streets
0
0
On -site Parking
31,499 sf (0 72 ac)
0
On -site Sidewalks
1,346 sf (0 03 ac)
0
Other on -site
0
0
Off -site (access driveway)
7,314 sf (0 17 ac)
2,554 sf (0 06 ae)
Total 44,154 sf (1 01 ac)
Total 2,554 sf (0 06 ac)
SEE A`I FACHED SHEET FOR ADDITIONAL DRAINAGE AREAS
* Impervious area is 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 4

7 How was the off -site impervious area listed above derived? None off -site
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
I 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 be
changed or deleted without the consent of the State
2 No more than square feet of any lot shall be 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 of swimming pools
3 Swales shall not be filled in, piped or altered except as necessary to provide driveway crossings
4 Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted runoff from 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 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
I Please indicate that you have provided the following required information by initialing in the space provided
next to each item
Initials
• Original and one copy of the Stormwater Management Permit Application Form B$
• One copy of the applicable Supplement Form(s) for each BMP 35
• Permit application processing fee of $420 (payable to NCDENR) .S
• Detailed narrative description of stormwater treatment/management is
• Two copies of plans and specifications including QS T
- 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)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf please complete this section
Designated agent (individual or firm)
Mailing Address 7S0 Ci
city Ra�ei9h
Phone ( 4 19 )'94 t - 6121
VIII APPLICANT'S CERTIFICATION
' a/ S57�0 VeSI
vi �-e 10
P«C-
State NC- zip 27613
Fax ( q19 ) Sgr`3741
I (print or type name of person listed in General Information item 2) ?. Z * l L. 11 r.� . , op
certify that the information included on this permit application form is, to the bestfof my knowledge correct and
that the project will be constructed in conformance with the approved plans that the required deed restrictions
and protective covenants will be recorded and that the proposed project complies with the requirements of 15A
NCAC 2H 1000 _ %--
Signature
Form SWU-101 Version 3 99
Page 4 of 4
Date /3 41

Permit No 4486A/Il Uf
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
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, Cedar Point, NC
Contact Person Archie Cribb Phone Number ( 336 ) 703-5705
This worksheet applies to Basin No 1 in Drainage Area 1
(as identified on plans) (from Form SWU 101)
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 sand/silIX sand
Infiltration Rate 12 PmsI
r cflhr/sf (circle appropriate units)
SHWT Elevation 1870 (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1 5 inch (1 5 inch event for Sit waters, 1 inch event for others)
Design Volume 5,277 c f
Drawdown Time < 1 days
Basin Dimensions
Basin Size (irregular shape) NA ft x NA ft = 14,540 sq ft (bottom dimensions)
Basin Volume Provided 10,905 c f ( -X)
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
2075
fmsl
21 50
fmsl
21 50
fmsl
Form SWU-103 Rev 3 99 Page t of 3

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
BS
a
System is located 50 feet from class SA waters and 30 feet from other surface waters
BS
b
System is located at least 100 feet from water supply wells
BS
c
Bottom of system is at least 2 feet above the seasonal high water table
BS
d
Bottom of the system is 3 feet above any bedrock or impervious soil horizon
BS
a
System is not sited on or in fill material or DWQ approval has been obtained
NA
f
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
BS
g
Drainage area for the device is less than 5 acres
BS
h
Soils have a minimum hydraulic conductivity of 0 52 inches per hour and soils report is
attached
BS
i
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
BS
j
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
BS
k
All side slopes stabilized with vegetated cover are no steeper than 3 1 (H V)
NA I A pretreatment device such as a catch basin, grease trap, filter step, grassed swale or
sediment trap is provided
BS m Bottom of the device is covered with a Iayer of clean sand to an average depth of 4 inches or
dense vegetative cover is provided
BS 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)
BS o Flow distribution mechanism within the basin is provided
NA p A benchmark is provided to determine the sediment accumulation in the pretreatment device
NA q Runoff in excess of the design volume bypasses off-line systems (bypass detail provided)
BS 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
BS s Plans ensure that the installed system will meet design specifications (constructed or
restored) upon initial operation once the protect is complete and the entire drainage area is
stabilized
Fonn 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 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 a 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 _NR feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiitration 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 stoimwater
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 pnor to any
changes to the system or responsible party
Print Name and Title A,
Address 36 6 S ( 7 Z
Phone _�I_ 1.0
Signature
Date /- 0C_-i')14" _ns'
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 subd ton has been named the president //11�
a Not ry Public for the State /of _ 56�& unty ofe�Gay� 4_
_ do hereby certify that & l _ _personally appeared before me this
day of 93005' and acknowledge the due execution of the forgoing infiltration basin maintenance requirements
Witness my hand and official seal,
flq
SEAL m'p�A��
My commission expires_
� pUBL�Cr G;
im
hgru.nN
Form SWU-103 Rev 3 99
Page 3 of 3

�, �� �O
Permit No S U v
(to be provided by D Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
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, Cedar Point, NC R
Contact Person Archie Cribb Phone Number ( 336 ) 703-5705
This worksheet applies to Basin No 2 in Drainage Area 2
(as identified on plans) (from Form SWU-t 01)
II DESIGN INFORMATION - Attach supporting calculations/documentation The soils report must be
based upon an actual field investigation and soil bonngs 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 sand/sift, sand
Infiltration Rate 105 in/hr r cf/hr/sf (circle appropriate units)
SHWT Elevation 1933 sl (Seasonal High Water Table elevation)
Basin Design Parameters
Design Storm 1 5 inch (1 5 inch event for SA waters, I inch event for others)
Design Volume 310 c f
Drawdown Time < 1 days
Basin Dimensions
Basin Size (irregular shape) NA ft x NA ft = 1,145 sa ft (bottom dimensions)
Basin Volume Provided
Basin Elevations
Bottom Elevation
Storage Elevation
Top Elevation
859 c f
2200
fmsl
2275
fmsl
2275
finsl
Form SWU-103 Rev 3 99 Page 1 of 3

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
BS a System is located 50 feet from class SA waters and 30 feet from other surface waters
BS b System is located at least 100 feet from water supply wells
BS c Bottom of system is at least 2 feet above the seasonal high water table
BS d Bottom of the system is 3 feet above any bedrock or impervious soil horizon
BS a System is not sited on or in fill material or DWQ approval has been obtained
NA f 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
BS g Drainage area for the device is less than 5 acres
BS h Soils have a minimum hydraulic conductivity of 0 52 inches per hour and soils report is
attached
BS i System captures and infiltrates the runoff from the first 10 inch of rainfall (1 5 inch event for
areas draining to SA waters ) Design volume and infiltration calculations attached
BS J 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
BS k All side slopes stabilized with vegetated cover are no steeper than 3 1 (H V)
NA 1 A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided
BS in 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
BS 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)
BS o Flow distribution mechanism within the basin is provided
NA p A benchmark is provided to determine the sediment accumulation in the pretreatment device
NA q Runoff in excess of the design volume bypasses off-Ime systems (bypass detail provided)
BS 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
BS 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 S WU- E 03 Rev 3 99 Page 2 of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1 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 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 N 1 A feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration 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 party
Print Name and Title A ' �:L•_ e 'D ?
Address 3 O(. S yy"-W--d i S i5+,�- L!i1,, -A4- o 1 l L �P—i_ 0_C Z,.4� 7 L
Phone `— f t)-
Signature
Date o r nio
Note The legally responsible party should not be a homeowners association unless more than SD% of the lots have been sold and a
resident of the subd ton has been named the president
, a No ry Public for the State off / county
do hereby certify that personally appeared before me this
day of "jD05­-, and acknowledge the due execution of the forgoing infiltration basin maintenance requirements
Witness my hand and official seal, � /� L _ /J
SEAL rm° LCrra�? My commission expires_3,�,���
sq L.1c. a
Form SWU-lo3 Rev 3 99 Page 3 of 3

State Stormwater Management Systems
Permit No SW8 051109
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
Archie Cribb and Branch Banking and Trust Company
BB&T, Cedar Point, NC
Carteret County
FOR THE
construction, operation and maintenance of two infiltration basins in compliance with
the provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules')
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit
This permit shall be effective from the date of issuance until December 15, 2015, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 46,708 square feet of total
impervious area (Basin #1 — 44,154 sq ft, Basin #2 — 2,554 sq ft) Each basin
provides more than twice the required design volume and does not require a
bypass
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans There is no allotment for future butlt-upon
area at the site
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
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 051109
6 The following design criteria have been provided in the infiltration basins and
must be maintained at design conditions
Basin #1 Basin #2
a Drainage Area, acres
1 14
006
Onsite, ft2
42,202
None
Offsite, ft2
7,314
2,554
b Total Impervious Surfaces, ft2
44,154
2,554
Onsite Buildings, ft2
3,995
None
Onsite Parking/Asphalt, ft2
31,499
None
Onsite Sidewalks, ft2
1,346
None
Offsite Access Driveways, ft2
7,314
2,554
c Design Storm, inches
1 5
1 5
d Bann Depth, feet
075
075
e Bottom Elevation, FMSL-
2075
220
f Bottom Surface Area, ft2
14,540
1,145
g Bypass Weir Elevation, FMSL
NIA
NIA
(Bann Volume > 2X Design Volume)
h Permitted Storage Volume, ft3
10,905
859
i Type of Soil
sand
sand
i Expected Infiltration Rate, in/hr
120
105
k Seasonal High Water Table,
1870
1933
FMSL
I Time to Draw Down, hours
1
1
m Receiving Stream/River Basin Boathouse Creek / White Oak River
n Stream Index Number 20-31
o Classification of Water Body "SA, HQW"
II SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed to 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 times 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 revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 051109
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 The facilities shall be constructed as shown on the approved plans 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, 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
7 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
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director maynotify 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
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 051109
III GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 15th day of December 2005
NO fAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
"4' I � � G, � 7, �
for Ian W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 051109
BB&T, Cedar Point, NC
Stormwater Permit No SW8 051109
Carteret County
Designer's Certification
Page 1 of 2
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the protect,
(Project)
for (Protect Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the protect
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 051109
Page 2 of 2
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 bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the 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 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Katrina Marshall, Carteret County Building Inspections
Page 7 of 7