SW7041102_CURRENT PERMIT_20050303

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��Q�
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE,��(i3�
YYYYMMDD

1
;A
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Michael F. Easley, Governor
March 3, 2005
Mr. Dorson White
The East Carolina Bank
1001 Red Banks Road
Greenville, NC 27858
Resources
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Subject: Permit No. SW7041102
East Carolina Bank -- Southern Shores
Redevelopment Stormwater Project
Dare County
Dear Mr. White:
The Washington Regional Office received a completed Stormwater Application for the
subject project on February 17, 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. SW7041102 dated March 3, 2005 to The East
Carolina Bank for the construction and operation a dry infiltration basin to serve the redevelopment
of the East Carolina Bank site in Southern Shores, NC.
This permit shall be effective from the date of issuance until March 3, 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,
6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such demands are made this permit
shall be final and binding.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 N. Salisbury St., Raleigh, North Carolina 27604 NorthCarolina
Phone: [phone] FAX [phone] Internet:: h2o.enrstate.nc.us

Page 2
Mr. Dorson White
March 3, 2005
If you have any questions, or need additional information concerning this matter, please
contact me at [phone].
Sincerely,
Roger K. Thorpe
Environmental Engineer
Washington Regional Office
cc: Hyman & Robey
Dare County Inspections
Xashington Regional Office
Central Files

State Stormwater Management Systems
Permit No, SW7041102
C�� ���I1�►[i�' � r7��3�►T�1
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
REDEVELOPMENT
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
The East Carolina Bank
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 a dry infiltration basin to serve the redevelopment of the East Carolina Bank site in Southern
Shores, NC.
This permit shall be effective from the date of issuance until March 3, 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 2 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.

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name: East Carolina Bank — Southern Shores
Permit Number: SW7041102
Location: Dare County
Applicant: The East Carolina Bank
Mailing Address: 1001 Red Banks Road
Greenville, NC 27858
Application Date: 11/4/2004 (original)
Receiving Stream: UT to Currituck Sound
Classification of Water Body: SC
Total Site Area: 1.08 ac
Total Impervious: 0.63 ac
Drainage Area: 1.08 ac.
Required Storage Volume: 2,235 cf
Provided Storage Volume: 3,569 cf

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, partof 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:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes

A
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.
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.

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 3 rd day of March, 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
far Alan W. Klimek, P.E. Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7041102

East Carolina Bank — Southern Shores
Stormwater Permit No. SW7041102
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

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
1 11( d
5V1ACV-- 11/4/0tt
DWW,Ar3n State of North Carolina
`� Nepartment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Tk P_ Ecisf Carro l + no-
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Dorn U)h',E� - EkC,o-Eve- k/;ce. Rc__Gs!seni C-4Q, ..
3. Nlailing Address for person listed in item 2 above:
( 00 �.7 City: - &uyl lk State: Zip: 2i Rfs$
Telephone Number: ( 25Z 1 355- 9D.00
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements,- etc.):
C
{` o-ro 4 t no- &.+1
5. Location of Project (street address)
City: SbuAemq Shoal 10win sk? County:
6. Directions to project (from nearest major intersection):
7. Latitude: K3�,d06( Longitude: W 15'43 t of project
8. Contact person who can answer questions about the project:
Name: U rt 510pher , — Telephone Number: (Z,5 2 ) 335 f M
IL PERMIT INFORMATION:
1. Specify whether project is (check one): V/ New, Renewal Modification
Form SWU-101 Version 3.99 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density _,___High Density Redevelop General Permit 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 ffstormwater management for the project .
2. Stormwater runoff from this project drains to the
River basin.
3. Total Project Area: 1.06 acres 4. Project Built Upon Area: 58.82
5. How many drainage areas does the project have? I
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
Drainage Area 2
Receiving Stream Name
Cyr tw
Receiving Stream Class
5
Drainage Area
I + 06 Q.C.
Existing Impervious" Area
Q +{ (p q-,-, ,
Proposed Impervious*Area
O , f r7 a
% Impervious* Area (total)
156,62
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
0. I)o az
On -site Streets
On -site Parking
p rj' &C.
On -site Sidewalks
0 , Oq O-C.
Other on -site
Off -site
Total: Q jp'1j
Total:
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?
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.
L 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
Fonn 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.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
als
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of Stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and Stormwater control measures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): b t'
Mailing Address: /U —� I S t
City: W State: N (� Zip: 9 2-1
Phone: ( ZS Z ) 3 27S" !'W Fax: ( ZSZ ) .3 3$ - 5552.
VIII, APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Do>r~Son U) W �e-
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H . L80ON. /%__1
Signature
Form SWU-101 Version 3.99 Page 4 of 4
Date:

7
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 FOORECEIV ,I
INFILTRATION BASIN SUPPLEMENT FEB 17 2005
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review_ DWQ"WARO
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: The East Carolina Bank of Southern Shores
Contact Person: Sean C. R o b e y_, PE - Phone Number: (2 5 2) 3 3 5 -18 8 8
This worksheet applies to: Basin No.
(as identified on plans)
in Drainage Area 1
( jrum r urrn a rr v-e of J
H. 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 (finsl).
Soils Report Summary
Soil Type F r i ep & o u s l e y
Infiltration Rate 6 - 20 iD_ _r_or cf/hr/sf (circle appropriate units)
SHWT Elevation ± 4.50 fmsl (Seasonal High Water Table 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
11, inch (1.5 inch event for SA waters, I inch event for others)
2514 c.f.
3 hours, dwjix
25 t. x 9 9_ 12 ft. T 2478 sq. ft. (bottom dimensions)
3569 c.f.
6.50 frnsl
7.50 fmsl
fmsl
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
Ob a. System is located 50 feet from class SA waters and 30 feet from other surface waters.
yam► r— b. System is located at least 100 feet from water supply wells.
c. Bottom of system is at least 2 feet above the seasonal high water table.
Wh d. Bottom of the system is 3 feet above any bedrock or impervious soil horizon.
' _ e. System is not sited on or in fill material or DWQ approval has been obtained.
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.
WAO g. Drainage area for the device is less than 5 acres.
h. Soils have a minimum hydraulic conductivity of 0.52 inches per hour and soils report is
r attached.
I 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.
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.
WAh k. All side slopes stabilized with vegetated cover are no steeper than 3:1 (H:V).
1. A pretreatment device such as a catch basin, grease trap, filter strip, grassed swale or
sediment trap is provided.
m. 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).
Who. 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 S%U-103 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 9 " 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: Dorson white - Executive VP and C0.0.
1001 Red Bank
Note: The Ogally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
I, ( tS fi , a Notary Public for the State of /) f o{f ('o ,al: �Countyof �'= "r fi
do hereby certify that -Dp r s or> >�k-tz _ _ personally appeared before me -LI
day of wledge the due execution of the forgoing infiltration basin maintenance requirements.
Witness my hand and ofti al seal, / D
SEAL, dy jommission expires 0 Zb o s
Fenn SWU-103 Rev 3.99 Page 3 of 3

VE ID
Attachment to INFILTRATION BASIN SUPPLEMENT FEB 17 2005
For The East Carolina Bank of Southern Shores
D1NQ-WARD+
b. The bottom of the main portion of the basin is 6.5 or 2' above the seasonal high
water table at approximately 4.5. There is a small portion of the basin where the
bottom elevation is 6.0 or only 18" above the water table. That portion of the
basin is depressed to accept the drainage pipe entering that portion of the pond.
f. The system is located entirely on the project site and is adjacent to the parking
area, which will provide easy access to the basin. The overflow for the basin
drains to an existing drainage structure. Connection to this structure will be
permitted by the Town of Southern Shores.
1. The only pretreatment provided is the perforated piping that will allow some
infiltration of stormwater prior to entering the basin.
n. No natural or vegetated drainage outlet is available at this site. The overflow will
discharge into the towns piped drainage system. The basin storage volume
actually allows for storage of the runoff from the first 1.42" of rain.

Compliance Inspection Report
Permit: SW7041102 Effective:03/03105 Expiration: 03/03/19 7
Project: The East Carolina Bank
Owner: East Carolina Bank
County: Dare Adress: 1 Juniper Trl
Region: Washington
Contact Person: J Dorson White
Directions to Project:
City/State/Zip: Southern Shores NC 27949
Title: Executive Vice President COO Phone: [phone]
Type of Project: State Stormwater - High Density State Stormwater - Infiltration System
Drain Areas: 1 - (Currituck Sound) (03.01-56) { SC)
On -Site Representative(s):
Related Permits:
Inspection Date: 04/3012018 Entry Time: 10:30AM Exit Time: 10:50AM
Primary Inspector: William J Moore
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant E Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Phone: [phone] Ext.264
Inspection Type: Compliance Evaluation
page: 1

Permit: SW7o41102 Owner - Project: East Carolina Bank
Inspection Date: 04/30/2018 Inspection Type Compliance Evaluation
Reason for Visit: Routine
Inspection Summary: N
Inspection at First National Bank (formerly The East Carolina Bank) located at 1 Juniper Trail in Southern Shores; across
from Walmart. Project appears to be constructed according to plans. Infiltration basin O&M good; some minor trash &
grass cut too close. Signed O&M by East Carolina Bank in file; No PE cert.
No documentation of ownership change, or transfer of permit to new owner. Follow-up with First National Bank needed.
Built Upon Area Yes No NA NE
Is the site ♦3UA constructed as per the permit and approval plans? M ❑ ❑ ❑
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? M ❑ ❑ ❑
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 ❑ ❑ ❑
DVVQ upon request?
Comment:
r
page: 2

Naga
ROY COOPER
Covrtnnr
MICHAEL S. REGAN
.Sarrewry
Energy, Mineral &
WILLIAM E. (TOBY) VINSON, JR,
Land Resources Interimhitertnr
ENVIRONMENTAL QUALITY
June 27, 2018
Mr. Steven Jones, Registered Agent
First National Bank of Pennsylvania
3600 Glenwood Avenue, Suite 300
Raleigh, NC 27612
Subject: Stormwater Permit Renewal & Ownership Change
Stormwater Management Permit SW7041102
Former East Carolina Bank, Southern Shores, NC
Dare County
Dear Mr. Jones:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7041102 for a stormwater dry infiltration basin serving.a bank
formerly known as The East Carolina Bank located at the intersection of Juniper Trail
and US Hwy 158 in Southern Shores, NC expires on March 3, 2019. Renewal
applications are due 180 days prior to expiration. The permit was originally issued to
The East Carolina Bank. A search of the Dare County tax records shows that the
property covered under this permit is now owned by First National Bank of
Pennsylvania. The North Carolina Secretary of State's office lists you as the registered
Agent. North Carolina General Statutes and the Coastal Stormwater rules require that
this property be covered under a stormwater permit.
Please submit a completed permit renewal application along with a $505.00 fee for
permit renewal and an ownership change application with another $505.00 application
fee. Permit application forms for renewal and ownership change can be found on our
website at: https:Hdeo.nc.gov/about/divisions/energv-mineral-land-resources/energv-
mineral-land-rules/stormwater-program/post-construction.
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]. l will be glad to
discuss this by phone or meet with you.
Sincerely,
R!�K.horpe
Environmental Engineer
Statc of North Carolina t Envircntmenial Quality i Encrc)y, Mincr:d anti Land Rrsoutccs
Washington Regional Office 144J Washington Square Mail l Washington, NC 27889
21'.2 046 h481