SW7101203_HISTORICAL FILE_20200723

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW��
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
l❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEJV
COi3
YYYYM M DD

ROY COOPER
Governor
MICHAEL S. REGAN
Seaetary
BRIAN WRENN
Director
NORTH CAROLINA
Environmental Quality
July 23, 2020
State Employees Credit Union
Attention: Karen High, Senior VP, Facilities Services
P.O. Box 26807
Raleigh, NC 27611
Subject: Stormwater Permit Renewal
Stormwater Management Permit SV 7101203
SECU - Murfreesboro
Hertford County
Dear Ms. High:
A Division of Energy, Mineral, and Land Resources file review has determined that
Stormwater Permit SW7101203 for a stormwater treatment system consisting of a
wetland basin serving a SECU located at 837 W. Main Street, Murfreesboro, NC expires
on January 26, 2021. 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:
https de nc gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-
rules/stormwater_pro ram/cost-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]. 1 will be glad to
discuss this by phone or meet with you. If you would like, I can e-mail you a copy of the
application form. You can request a copy by e-mailing me at roger.thorpe()ncdenr.gov.
Sincerely,
�c
Roger K. Thorpe
Environmental Engineer
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Washington Regional Office 1 943 Washington Square Mall I Washington, North Carolina 27889
252.946.6481

WIA�A NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
Dee Freeman
January 2b, 2U11
Mr. Bobby Hall, Senior Exec. Vice President
State Employees Credit Union
1000 Wade Avenue
Raleigh, NC 27605
Subject: Stormwater Permit No. SW7101203
SECU - Murfreesboro
High Density Project
Dear Mr. Hall: Hertford County
war2o
The Washington Regional Office received a complete Stormwater Management Permit
Application for SECU - Murfreesboro on December 8, 2010 and additional information on
January 26, 2011. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Session Law 2008-211
and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7101203 dated January 26,
2011 for the construction of the subject project.
This permit shall be effective from the date of issuance until January 26, 2021 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 limitation's 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.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
AAI
er Io
Regional Supervisor
Surface Water Protection Section
AH/ so: K:\WQS\STORMWATER\PERMIT\SW7101203
cc: William Piver, PE, SEPI Engineering & Construction (1025 Wade Avenue,
Raleigh, NC 27605)
Hertford County Building Inspections
Washington Regional Office
North Carolina Division of Water Quality Intemet: gr.w.nacalc¢IULJhtg.ore
943 Washington Square Mall Phone: [phone] One
Washington, NC 278S9 FAX [phone] NorthCarollna
An Equal OpportunilylAHinnalive Action Employer - 50% Recycled110% Post Consumer Paper natural&

State Stormwater Management Systems
Permit No. SW7101203
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
State Employees Credit Union
SECU - Murfreesboro
Hertford County
FOR THE
construction, operation and maintenance of one Wetland Basin, in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until January 26, 2021, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 of this permit.
3. The tract will be limited to the amount of built -upon area indicated in Section 1. of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the Wetland Basins and must
be maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW7101203
Wetland
a.
Drainage Area, ft2:
6 ,6-53
b.
Total Impervious Surfaces, ft2:
48,822
C.
Design Storm, inches:
1.5
d.
Wetland Forebay Depth, feet:
2.00
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMSl :
88.50
9.
Permanent Pool Surface Area, ft :
5,927
h.
Permitted Storage Volume, ft :
5,927
i.
Temporary Storage Elevation, FMSL:
89.50
j.
Controlling Orifice:
1.25" 0 pipe
k.
Permitted Forebay Surface Area, ft2:
767
I.
Receiving Stream/River Basin:UT to Banks
Branch/Chowan River Basin
M.
Stream Index Number:
25-4-4-5
n.
Classification. of Water Body:
"C; NSW"
II. SCHEDULE OF COMPLIANCE
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7101203
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
III. GENERAL CONDITIONS
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 completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7101203
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until January 26, 2021.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit iss ed this the 26th day of January, 2011.
NO TH IROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1 _
for
Colee�l�H. Sul s, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7101203
Page 5 of 7

State Stormwater Management Systems
Permit No. SW7101203
SECU - Murfreesboro
Stormwater Permit No. SW7101203
Hertford County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7101203
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. - All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Hertford County Building Inspections
Page 7 of 7

WiIQ a03
FINANCIAL RESPONSIBILITY/OWNERS RM DEC 0 9 2010
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the blank.)
Part A.
1. Project Name State Employees' Credit Union — Murfreesboro. NC
2. Location of land -disturbing activity: County Hertford City or Township Murfreesboro
Highway/Street: US 158 Bus/Main St. Latitude 36026'31"N Longitude 77°06'55"W
3. Approximate date land -disturbing activity will commence: March 2011
4. Purpose of development (residential, commercial, industrial, institutional, etc.):Financial Institution
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 2.38 ac
6. Amount of fee enclosed: $ 195 The application fee of $65.00 per acre
(rounded up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee
is $585). �r
7. Has an erosion and sediment control plan been filed? Yes No Enclosed X
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name Bobby Hall E-mail Address: Bobby. Hall(o)ncsecu.org
Telephone [phone] Cell # N/A Fax # [phone]
9. Landowner(s) of Record (attach accompanied page to list additional owners):
State Employees' Credit Union 919-839-5000 919-857-2000
Name Telephone Fax Number
1000 Wade Avenue 1000 Wade Avenue
Current Mailing Address Current Street Address
Raleigh NC 27605 Raleigh NC 27605
City State Zip City State Zip
10. Deed Book No. 726 Page No. 270 Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Bobby Hall Bobby. Hall(cDncsecu.org
Name E-mail Address
1000 Wade Avenue 1000 Wade Avenue
Current Mailing Address Current Street Address
Raleigh NC 27605 Raleigh NC 27605
City State Zip City State Zip

(,Telephone [phone] Fax Number [phone]
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address
of the designated North Carolina Agent:
Name E-mail Address
N/A N/A
Current Mailing Address Current Street Address
N/A N/A
City State Zip City State Zip
Telephone N/A Fax Number,
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
N/A
Current Mailing Address
N/A
City State Zip
Telephone N/A
ilG
E-mail Address
N/A
Current Street Address
N/A
City State Zip
Fax Number N/A
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there be any change in the information provided herein.
Bobby Hall
Type or print name
Signature
Senior Executive Vice President
Title or Authority
Date
z Z-/ /o
I, /C'Gn0RL' Gass a Notary Publicof the County of LJp/Ce
State of North Carolina, hereby certify that/mv6 /� appeared
personally before. me this day and being duly sworn acknowledged that the above form was
executed by him.
notarial seal, this�_day of 1,10v`t4,�e� , 20 1,0
�pTAR�otp
Notary
A Sea6 G
(/gL\ �' My commission expires 116—
COUN�_•'

STORMWATER POND MANAGEMENT INC
560 SOUTH END ROAD XNO"rIS ISLAND NC 27950
" WORKING WI'rli COMMUNITIES FOR A CLEANER AND HEALTHIER ENVIRONMEN I
MONTHLY MAINTENANCE CHECKLIST
JUNE 09, 2020
Property
Manager / Owner
SECU MURFREESBORO 0234194 STATE EMPLOYEES
CREDIT UNION
900 W MAIN STREET
MURFREESBORO, NC 27855
BMP SIZE:
YES NO N/A
1 - Does the facility show signs of settling, cracking, bulging,
misalignment or other structural deterioration`?
—X— —
2 - Do the embankments, emergency spillways, side slopes or
X
inlet/outict structures show signs of erosion?
—X— —
3 - Do the outlet structures show signs of erosion?
— —
4 - Do the impoundment and inlet areas show erosion,
X
low spots or lack of stabilization?
— —
5 - Is woody vegetation that may interfere with the facility's
performance present on the banks?
X
_X —
6 - Is there evidence of animal burrows?
— — —
X—
7 - Are contributing areas denuded with evidence of erosion?
— —
8 - Do vegetated areas need mowing or is there a build up of
Clippings that could clog the facility?
_ _X -
9 - Does the depth of sediment pose a threat to storage volume?
——
10 - Is there standing water in inappropriate areas?
__X_ —
11 - Was a normal accumulation of trash or debris noticed ?
—X— —
12 - Is there evidence of encroachment or improper use of the
impounded areas?
X
-X -
13 - Are there signs of vandalism?
14 - Do any safety devices such as fences, gates or locks need repair?
— —
—X— —
15 - Is there excessive algae or dominance of one type of vegetation?
—_._ —X— —
16 - is there evidence of automotive fluids entering or clogging
X
the facility`?
-X
17 - Is there evidence of a fish kill?
- X —.
18 - Is there build-up of sediment in inlet / outlet pipes
—
19 - Is there access to ponds outfall & is that access clear for inspection? —X—
Comments: A 1 I - REMOVED MONTHLY ACCUMULATION OF
TRASH & DEBRIS
ADDED DYE TO POND
Inspected by: RICHARD WILLIAMS NC certificate # 026-29765
For additional information contact:
Johnny Barnes Richard Williams
[phone] [phone]
Fax number [phone]

To: North Carolina Department of Environment Copies: File
& Natural Resources
Attention: Samir Dampur
943 Washington Square Mall
Washington, NC 27889
Phone:[phone]
From: Mitch Craig
Subject:
Stormwater Certification
We are sending you:
❑
Shop Drawings
❑
Specifications
❑
Contracts
❑
Prints
❑
Copy of Letter
❑
Invoice
Date: October 26, 2012
VIA:
UPS Express
LETTER OF TRANSMITTAL
SEPI Engineering &
Construction, Inc.
1025 wade Ave
Raleigh, NC 27605
Tel [phone]
Fax 919,789.9591
RECEIVED
OCT 2 9 2012
SEPI Project and Task No.:
SC10.010.00 Task 300 DW^_WARO
® Plans ❑ Samples
❑ Change Order ® Reports
Copies Date Description
1 10/26/2012 Designer's Certification for Wetland (Permit 4SW7101203)
Comments:
Page:
1/1

DAAO—jPAVZO
oci s sots

State Stormwater Management Systems
Permit No. SW7101203
SECU - Murfreesboro
Stormwater Permit No. SW7101203
Hertford County
Designer's Certification
RECEIVED
OCT 2 9 2012
DWQ-WARO
1 JOSEPH MITCHELL CRAIG , 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,
SECU - MURFREESBORO
(Project)
for STATE EMPLOYEES CREDrr UNION . (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:
THE WATER QUALITY VOLUME OF THE CONSTRUCTED WETLAND IS SLIGHTLY SMALLER THAN THE APPROVED
WATER QUALITY VOLUME 13Y 252 CF. PER A CONVERSATION WIT] I SAMIR DAMPUR, THIS DISCREPANCY IS NOT
AN ISSUE.
Signature
Registration tuber 034332
Date l o f 9 L 6 /2
SEAL
GAIR0��2
OQ- .�<SS/0 v
2' a SEPL 43329!
.••• FNGIN���P
i✓ Q,��
//; S1epHM \G\���
Page 6 of 7

�rr
SiO3 E S TOO

State Stormwater Management Systems
Permit No. SW7101203
Certification Requirements:
imc 1. The drainage area to the system contains approximately the permitted
acreage.
Jmc 2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
Jmc 3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
JmC 4. All roof drains are located such that the runoff is directed into the system.
imc 5. The outlet/bypass structure elevations are per the approved plan.
Jmc 6. The outlet structure Is located per the approved plans.
Jmc 7, Trash rack is provided on the outlet/bypass structure.
imc 8. All slopes are grassed with permanent vegetation.
Jmc 9. Vegetated slopes are no steeper than 3:1.
JMC 10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
AMC 11. The permitted amounts of surface area and/or volume have been
provided.
Jmc 12. Required drawdown devices are correctly sized per the approved plans.
Jmc 13. All required design depths are provided.
Jmc 14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
AMC 15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Washington Regional Office
Hertford County Building Inspections RECEIVED
OCT 292012
Page 7 of 7

re
SEPI
EEC
January 24, 2011
Mr. Samir Dumpor
NCDENR
943 Washington Square Mall
Washington, NC 27889
RVZ :.rEE3s 7 tea L v
JAN 2 6 2011
RE: Re -submittal of the Murfreesboro State Employees Credit Union (Stormwater Project No.
SW7101203)
Dear Samir:
Regarding the review comments that we received from you office dated January 21, 2011, we
have addressed all comments and concerns as follows:
It appears that the proposed Permanent Pool Elevation (e). 88.50') of Stormwater
Wetlands is placed above the Seasonal High Water elevation (el. 87.00') as per Plans,
Wetland Supplement and Soils Report. According to the Wetland Supplement, a liner is
proposed to keep the Permanent Pool at proposed elevation, however it is not shown on
the plans. Please revise the plans sheet C5103 to include the required liner. We have
added a note to detail sheet C5103 to call for the Stormwater wetland to be lined
with a Bentonite liner.
Attached are two copies of the revised detail sheet, as requested. We trust this response is
satisfactory. However, if you need any additional information please do not hesitate to let us
know.
Tha s,
Lee i& Construction
Senior Project Manager
1025 WADE AVL'NuE • RALEiclf, NC 27605 •'rE1,919.789.9977 • I'Aa 919.789.9591 • SEPIENCINEERING.COM

DWQUSE ONLY
Date Received
Fee Paid
Permit Number
A A d
rJ
Applicable Rules:
(select all that apply)
❑ Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
DEC 0 8 2010
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
State Employees Credit Union -Murfreesboro
2. Location of Project (street address):
US Highway 158 Business
City:Murfreesboro County:Hertford Zip:27855
3. Directions to project (from nearest major intersection):
From the intersection of Beachwood Boulevard (US 258) and Main Street (US 158) head west The site will be
4. Latitudc:36° 26' 31" N Longitude:77° 06' 52" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, N/A and the previous name of the project, if different than currently
proposed, N/A
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 2.38 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Under review at this time.
Form SWU-101 Version 07. un2010
Page I of 6

Ill. CONTACT INFORMATION
La. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:State Employees Credit Union
Signing Official & Title:Bobby Hall, Senior Executive Vice President
b.Contact information for person listed in item la above:
Street Address:1000 Wade Avenue
City:Raleigh State:NC Zip:27605
Mailing Address (if applicable):1000 Wade Avenue
Phone: (919 ) 839-5000
Email:[e-mail]
State:NC Zip:27605
Pax: (919 ) 857-2000
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City: State:
Phone: (_ ) Fax:
Zi
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:SEPI Engineering & Construction
Signing Official & Title:William Piver, PE, Vice President Site/Civil
b.Contact information for person listed in item 3a above:
Mailing Address:1025 Wade Avenue
City:Raleigh State:NC Zip:27605
Phone: (919 ) 789-9977 Fax: (919 ) 789-9591
Email:[e-mail]
Form SWU-101 Version 07Jun2010 Page 2 of 7

4. Local jurisdiction for building permits: Town of Murfreesboro
Point of Contact:Gene Byrd Phone lt: (252 )398-4888
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater from the parking and building areas will drain to a subsurface storm drainage system in the
southern portion of the site and to a flume in the northern portion of the site The stormwater quality for the
site will be handled by a stormwater wetland.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW —1995 ❑ Ph II — Post Construction
3. Stormwater runoff from this project drains to the Chowan River basin.
4. Total Property Area: 2.31 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) — Total Coastal Wetlands Area (5) — Total Surface Water Area (6) = Total Project Area':
2.31 acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
betWeen the banks of streams and rivers, the area beloeo the Normal High Water (NI-IW) line or Mean High Water
(MHW) line, and coastal Wetlands landward from the NHW (or MH1V) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal eoetlands landward of tlue NHW (or MI-IW) line nmy be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 71.1 %
9. How many drainage areas does the project have?1 (For high density, cowl 1 for each proposed engineered
stornlWater BMP. For lozo density and other projects, use 1 for the Whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Area _
Drainage Area _
Drainage Area
Receiving Stream Name
UT Banks Br.
-Drainage
Stream Class *
C, NSW
Stream Index Number *
25-4-4-5
Total Drainage Area (sf)
68,652.91
On -site Drainage Area (sf)
68,652.91
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (sf)
48,821.33
0% Impervious Area** (total)
71.10% ✓
Impervious** Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
8,689.39
On -site Streets (sf)
0
On -site Parking (sf)
36,860.95
On -site Sidewalks (sf)
3,270.99
Other on -site (sf)
0
Future (sf)
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
48,821.33 11
Stream Class and Index Number can be determined at: littl)://portal.ncdenr.org/eveb/zotl/ps/esu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Projects in Union County: Contact DIVQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that ma), be subject to more stringent stornnvaler requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each I3MP specified for this project. The latest versions of the forms can be downloaded
from http:/ /12ortal.ncdenr.org/web/wq/ws/su /-bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortat.ncdenr.org/web/wq/ws/su/statesw/forums does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office maybe
found by locating project on the interactive online map at http://12ortal.nccienr.org/web/wq/ws/su/nnals.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdennorg/web/wq/ws/so/statesw/forms does.
I a
1. Original and ale copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants R
Form. (if required as per Pat Vll below) J
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://wti,w.envhelp.org/12ages/oilestol2express.htnil for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within ?k mile of the site boundary, include the'h
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
Haters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations n addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SH WT prior
to submittal, [phone]J =_-
A copy of the most current property deed. Deed book: 726 Page No: 270
For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http: / /www.secretary.state.nc.us/Corporations/CSearch.asi2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
Fomn SW U-101 Version 07Jun2010 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:William Piver, PE
Consulting Firm: SEPI Engineering & Consulting, Inc.
Mailing Address:1025 Wade Avenue
City:Raleigh
Phone: (919 ) 789-9977
Email:[e-mail]
State:NC Zip:27605
Fax: (919 ) 789-9591
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type mmine of person listed in Contact Information, item 2a) , certify that 1
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, itenn 1 a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
, do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
County of
personally appeared
and acknowledge the due execution of the application for a
My commission
Form SWU-101 Version 07Jun2010
Page 6 of 7

X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Bobby Hall
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 t e proposed project complies with the requirements of the
applicable stormwater rules u9sier 15A I�ttC 22 . 0, SL 2006-246 (Ph. 11- Post Construction) or SL 2008-211.
Signature: n �' I�j % Date:
a Notary Public for the State of iJ Ci County of
WQV\e- do hereby certify that, HO-Ik N066V 140-// personally appeared
i
before me this ID day of Se tma f 20 iD , at cknowledg the due execution of the application for a
stormwater permit. Witness my hand and official seal, 1 4�7 /tllea1 cl ti
pNN (yi
�pTARI-
AvB���
SEAL
My commission expires f� o V• 19 1 ') iO j ').
Form SWU-101 Version 07Jun2010 Page 7 of

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STORMWATER SUBMITTAL REQUIREMENTS
WET DETENTION POND
Objective
A. Collect all runoff from all BUA (proposed and/or existing and/or offsite) as the case may be,
by any means including piping or swales, and direct it to the pond.
B. Check the proposed pond design to make sure it meets or exceeds the minimum design
criteria for surface area, volume and drawdown.
II. What makes up a complete wet detention pond application package?
A. Two sets of sealed, signed & dated layout & grading plans with appropriate details.
(Additional sets of plans may be requested for projects in certain counties)
B. Completed application with supplement(s), SWU-101, SW401-Wet Pond, and inspection and
maintenance agreements.
C. Deed restriction document, if applicable (for subdivisions & projects with out parcels)
D. Sealed, signed & dated calculations.
E. Estimated seasonal high water table elevation at all pond locations.
F. Chlorides test results must be provided if the project is within'/2 mile of SR waters (Phase 11).
(This is only required to test out of SR water treatment requirements)
III. BIMS entry (for DWQ use only)
Enter & track application acknowledged date, review date, add info requested/received dates, permit
issue dates, and drainage area info. Best done after the add info letter is written and before sending
permit up for signature.
IV. Shell documents (for DWQ use only)
Permit shells: s:\wqs\stormwater\shells\highcom pond
s:\wqs\stormwater\shells\highsubpond
s:\wqs\stormwater\shells\HDhybrid
Spreadsheet: s:\wqs\stormwater\excel spreadsheets\pond
VI. Review Procedure
A. APPLICATION
1. VAn original signature is required. Photocopied signatures cannot be accepted.
2. A completed wet detention pond supplement and a signed, dated and notarized wet
detention pond Inspection and Maintenance Agreement with an original signature.
3.1 The numbers on the supplement match up to the numbers used in the calculations and
own on the plan details.
4.' wecIt-upon areas are reported in square feet in Section 111.6.
5. Reiving stream name and classification. This is important because in the non -Phase
II counties, a wet pond cannot be used on a project that is within''/2 mile of and draining
to SA waters. For Phase 11, a wet pond is allowed within '/z mile of SA waters.
6.✓ Section 111.6 is filled in -cannot be left blank. One column must be filled in for each
/proposed wet pond.'
7.y If the applicant is a corporation, partnership or LLC, look it up on the Secretary of State
Corporations Database. Make sure corporation is spelled correctly (capitalization and
punctuation matter) and that the person signing the application is at least a vice-
president in the corporation, a General Partner in the partnership, a member in a
member -managed LLC, or the manager of a manager -managed LLC. Need
documentation to support if the Articles of Incorporation do not list the members or
managers of the LLC. If an agent signs, then a letter of authorization is needed from the
W^ I resident, vice president, general partner, member or manager.
8W For subdivided projects, a signed and notarized deed restriction statement must be
provided.

Wet Detention Pond, cont.
B. CALCULATIONS
1. The orifice is sized based on drawing down the calculated minimum volume in 2-5
days. The average head to use in the orifice equation is approximately one-third of
the distance between the permanent pool elevation (PPE) and the elevation of the
next available outlet above the permanent pool. The elevation of the next available
outlet must be either the elevation where the minimum volume is provided, or it can
be higher. The temporary pool elevation (TPE) to report on the supplement will be
the elevation of the next available outlet above the PPE. The temporary pool volume
(TPV) to report on the supplement is the volume between the specified PPE and the
TPE.
2. For Phase II projects that are within''/2 mile of and draining to SR waters, the
difference in runoff from the predevelopment and post -development conditions for
the 1 year 24 hour storm must be controlled and treated.
3. For Phase II projects, the discharge rate leaving the pond can be no more than the
pre -development discharge rate for the 1 year 24 hour storm.
4. For Phase II projects draining to SA water, no discharge to surface waters may occur
from wet ponds. The discharge leaving the orifice must be effectively infiltrated prior to
reaching surface waters.
5. The average pond depth is the permanent pool volume divided by the permanent pool
surface area. The result must be between 3 ft. and 7.5 ft. Parts of the pond can be
deeper than 7.5 ft., but in no case can any part of the pond be less than 3 ft deep.
6. If the 85% TSS chart is used a 30' vegetated filter must be provided at the outlet of the
pond. If the 90% TSS chart is used, no filter is required.
7. Use the correct SA/DA TSS chart from the BMP Manual noting that there are different
charts for different areas of the State.
8. Required surface area at permanent pool.
9. Provided surface area at permanent pool (Based on pond dimensions)
10. Required volume calculation based on 1.5" storm for Phase II projects* and 1" storm for
all others projects. *unless the project is Phase II and within'/ mile of and draining to
SR waters then the volume calculation must be based on difference between the pre
and post development conditions for the 1-yr 24-hr storm.
11. Table of elevations, areas, incremental volumes and accumulated volumes for overall
pond and for forebay, to verify volumes provided. '
12. Forebay designed to hold 20% of the permanent pool volume. (Range of 18%-22%
OK.)
13. Non -erosive flow for 10 yr. storm in the vegetated filter, if using 85% TSS.
14. The seasonal high water table must be at or below the proposed permanent pool
elevation to assure that the necessary volume will be available above the permanent
pool.
15. Rounding numbers off during the calculation process can result in deficiencies. Do not
round the numbers until you get to the final result.
16. An additional one foot must be excavated below the bottom elevation of the pond. The 1
foot sediment accumulation depth is not included in the average depth calculation.
✓= 0.0 t v.q u IA- ! 0O,G
S�pl
2.

Wet Detention Pond, cont.
C. PLANS- Due to storage space constraints, plan sheets should be kept to a minimum. For
small commercial single wet pond projects, the plan set could consist of only 2 or 3 sheets,
layout, grading and details. For larger projects, show as much information as possible on as
few sheets as possible, without cluttering them up.
1. �Development/Project Name
2. Engineer name and firm.
3. Legend
4.�/ North Arrow
5. Location Map with nearest intersection of two major roads shown. Major road is any 1,
V 2, or 3 digit NC, US or interstate highway.
6.V Scale- standard engineering scale, no off-the-wall stuff.
7. Date
8 1 Revision number and date, if applicable.
9. ✓Original contours, proposed contours, spot elevations, finished floor elevations, pipe
/inverts, swale inverts, etc.
10.V Existing drainage (piping, swales, ditches, ponds, etc.), including off -site. Include a map
elineating the offsite drainage areas.
11 Property/Project boundary lines, bearing & distances.
2 can High Water Line or Normal High Water Line, if applicable.
13. he permanent pool elevation must be above the SHWT and above the lowest.
elevation of adjacent wetlands. Evaluate the need for a liner and/or berm/slurry wall to
/ /prevent dewatering the wetland.
✓/ tU4�/ Drainage easement widths, pipe sizes and swale inverts are provided.
7 15. Wetlands delineated, or a note on the plans that none exist. Get a copy of the wetlands
delineation map signed by the Corps of Engineers, or have the applicant include a copy
of the unsigned delineation map submitted to the Corps. Wet ponds may not be located
/ in wetlands unless a permit to fill those wetlands has been obtained.
16J Details for the roads, parking, cul-de-sacs, including sidewalk width, radii, dimensions &
lopes.
17Apartment / Condo development- Provide a typical building footprint with dimensions
2 and note all concrete and wood deck areas.
18. The drainage area for each wet pond is clearly delineated and numbered to match up to
the calculations and supplement. Drainage area delineation is best done as a separate
plan sheet.
19. A pond section detail to include the forebay, a 10 foot wide vegetated shelf, pertinent
elevations for the bottom, permanent pool, temporary pool, and SHWT, 3:1 slopes
above the permanent pool, and the weir elevation between the main pond and the
forebay.
20, The 10 vegetated shelf extends 6" below and 6" above the permanent pool elevation.
21. An outlet structure detail showing a trash rack with <_6" square openings, the necessary
orifice invert elevation (i.e., the permanent pool), orifice size and temporary pool
elevation.
22. Dimensions for each line and arc formed by the permanent pool contour.
23. Where the 85% TSS chart was used, a 30 ft. vegetated filter strip is required to be
shown on the plans & detailed (elevations, inverts, slopes, and flow spreader
mechanism). Please note that the filter strip is not a ditch.
24. A forebay is provided for each inlet and located so as to prevent short-circuiting.
25. The pond must have a minimum 1.5:1 length to width ratio and a minimum 3:1 flow path
length. Artificial "baffles" of timber, vinyl, or earth can be used to create a longer flow
path. The top elevation of the baffle should be set at the temporary pool elevation or
higher.
26. ✓A Vegetation plan is specified for the pond, including slopes. Wetlands species are
listed for planting on the 10:1 shelf. Weeping Love Grass is not suitable as a permanent
vegetated cover for pond slopes.
27. V All roof drainage must be directed to the pond. Show the roof drain collection lines on
�- the plan. This is necessary for projects where the buildings back up the property lines
)-5 where roof drainage may leave the site prior to going through the pond.
-
1 °J`�
S wT 7-1' P-e Oc
GrV0 un corner 6o Y,

STATE EMPLOYEES'CREDIT UNION 4477
P 0 BOX 26807
RALEIGH, NO 27611 W7704/2631
DATE 11/30/2010
PAY 1 505.00
ORDER OF NQDENR
8
DOLLARS t
State Employees' Credit Union
101
Raleigh, Narfh Carofim < /1
n'004L.??v 1:253L77049II: 0860►.5L57061r
OEC 0 8 2010

Permit Number: 5 w �1C 1 Zc
(to be provided by DWQ)
Drainage Area Number:
Stormwater Wetland Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity - - -'
of structures, safety of the public, and the removal efficiency of the BMP.
DECO 8 2010
Important maintenance procedures:
— Immediately after the stormwater wetland is established, the wetland plants will
be watered twice weekly if needed until the plants become established
(commonly six weeks).
— No portion of the stormwater wetland will be fertilized after the first initial
fertilization that is required to establish the wetland plants.
— Stable groundcover will be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— Once a year, a dam safety expert will inspect the embankment.
After the wet detention pond is established, I will inspect it once a month and within 24
hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
wetland
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -rime fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Wetland O&M-Rev3
Page 1 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated in
Search for the source of the
the forebay to a depth that
sediment and remedy the problem if
inhibits the forebay from
possible. Remove the sediment and
functioning well.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The deep pool, shallow
Algal growth covers over
Consult a professional to remove
water and shallow land
50% of the deep pool and
and control the algal growth.
areas
shallow water areas.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray) -
the deep pool and shallow
consult a professional.
water areas.
Shallow land remains flooded
Unclog the outlet device
more than 5 days after a
immediately.
storm event.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Best professional practices
Prune according to best professional
show that pruning is needed
practices.
to maintain optimal plant
health.
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth
possible. Remove the sediment and
of the deep pools.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Form SW401-Wetland O&M-Rev.3
Page 2 of 4

BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
The micropool
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Plants are growing in the
Remove the plants, preferably by
micropool.
hand. If a pesticide is used, wipe it
on the plants rather than spraying.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Wetland O&M-Rev.3
Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:State Employees Credit Union -Murfreesboro
BMP drainage area number:
Print name:Bobby Hall
Title:Senior Executive Vice President
Address:1000 Wade Avenue, Raleieh, NC 27605
Date: t ( 1 -2--`t ( (O
Note: The legally responsible parry 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.
1, kpe_ aoR, k • CL/O iA, , _( .CAL a)a Notary Public for the State of
9"� nLC , County of /A )0 X t, , do hereby certify that
. S. 4411 personally appeared before me this _—N-01L
day of A%i/c,. Xt_Q , and acknowledge the due execution of the
forgoing stormwater wetland maintenance requirements. Witness my hand and official
seal,
SEAL
o(P
v
AI j �G ?
FCw
My commission expires
Form SW401-Wetland O&M-Rev.3
Page 4 of 4

=•�� C�nnly `..
G �1 r7 i ,.� � .''.ti.
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,3
DECO 82010
Revenue $260.00
BOOK 726
305904 IIII
PAGE 270 (3)
Filed: 08/30/2010 12
KATHLEEN W. WRIGHT,
HERTFORD Cot
This certifies that there are no delinquent ad valorem real
estate taxes, which the Hertford County Tax Collector is
charged with collecting, that are a lien on:
PIN # 5958-48-7556
Hertford County Office of Land Records. This is not a
certification that the PIN # matches the deed description.
Date (D lin4uent) Tax Collec r/Ta� Clerk
STATE OF NORTH CAROLINA
COUNTY OF HERTFORD
k3 E
F,ydse Tax: $260.00
Grantee Address:
P. 0. Box 27665
Raleigh, NC 27611 i
v
Prepared by/Return to: 2 1, L
J. Jerry Vick, Jr.
Attorney at Law
Revelle & Lee, LLP
P. 0. Box 448
Murfreesboro, NC 27855
THIS DEED, Made this 27th day of August, 2010, by Sandbox, LLC, a North Carolina
limited liability company, having the address of P. 0. Box 607, Murfreesboro, North Carolina 27855,
(Grantor), to State Employees' Credit Union, a corporation organized under the laws of North
Carolina, having an address of P. 0. Box 27665, Raleigh, North Carolina 276.11, (Grantee); the
designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and
assigns, and shall include singular, plural, masculine, feminine, or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt
of which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee, in fee simple absolute, and its successors and assigns, all that certain lot or parcel of
land described as follows:
I - VE38485.DEE

That certain lot or parcel of land Lying in Murfreesboro Township, Hertford
County, North Carolina, located on the North side of West Main S
Highway 158/258 Business), being bound on the North and East 1 y, 1
Sandbox, LLC, on the South by West Main Street, and on the West
Charles Williford and land of Sandbox, LLC; being the land depicte
containing 2.31 acres, on the map entitled, Final Subdivision Plat Surveyed For
Sandbox, LLC, To Be Conveyed To N. C. State Employees Credit Union,' dated
July 7, 2010, made by James T. Edwards, Jr., PLS, of Jasper Eley Land
Surveying, recorded in Plat Cabinet 1, Slide 183-H , Hertford County
Registry, said map being incorporated herein by reference.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee, in fee simple absolute, and its successors and assigns,
to their only use and behoof forever.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons
whomsoever except for the exceptions hereinafter stated. Title to the property hereinabove described
is subject to the following exceptions:
(a) Restrictions, covenants, conditions and easements of record or evidenced by an on -
the -ground inspection, or herein reserved.
IN WITNESS WHEREOF, Grantor has caused this instrument to be signed in its name by its
duly authorized officer, as the official act and deed of the LLC.
SANDBOX, LLC
(SEAL)
R. Brown, Member/Manager
- 2 - VE38485.DEE

NORTH CAROLINA COPY
COUNTY OF HERTFORD
I, T Jerry Vck, Tr' a Notary Public in and for the and
State, certify that Vayne R. Brown, appeared before me this day and acknowledged that he is a
Member/Manager of Sandbox, LLC, a Limited Liability Company under the laws of the State of North
Carolina, and that by authority duly given and as an act of the company, he executed the foregoing
instrument in and on behalf of the LLC.
Witness my hand and official seal, this the .27 day of tis 2010.
(Place Notary Seal Below]
Notary/4
3
=m UBARY A; My Commission expires: ���
4/CZZ
0
00
_ 3 - VE38485.DEE

Page 1 of 2
David Whittington
From: Hedrick, Kim [[e-mail]]
Sent: Tuesday, September 21, 2010 3:25 PM DEC d 2��0
To: David Whittington
Subject: RE: SECU Murfreesboro CAMA Question
Dear Mr. Whittington,
It appears with the information provided that the proposed State Employees Credit Union branch
location in Murfreesboro is located outside the jurisdiction of the NCDENR, Division of Coastal
Management, and therefore will not require a Coastal Area Management Act (CAMA) permit. Please
continue to work with the Division of Water Quality, local building inspection officer, and any other
State/Federal agencies that may require authorization for your project. Thank you for checking with us.
Sincerely,
l�G%ltE� ft6GGtiU¢
coastbannerphoto2
Compliance & Enforcement Representative
NCDENR, Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
[phone] regional office
[phone] direct line
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: David Whittington[mailto:[e-mail]]
Sent: Tuesday, September 21, 2010 10:39 AM
To: Hedrick, Kim
Cc: Bill Piver; Lee Bakely
Subject: SECU Murfreesboro CAMA Question
Ms. Hedrick,
I spoke to you earlier this morning regarding a proposed State Employees Credit Union branch location in
Murfreesboro. The location is on the north side of US Highway 158 Business on the west side of town.
From the topo map, it looks like the closest water body is an unnamed tributary to the Meherrin River.
Please review the attached PDFs (vicinity map, topo map, and soil & erosion plan) to see if this project
will require a CAMA permit.
Please let me know if you need anything else from me or have any questions.
Thanks for your help,
David
David Whittington
Project Engineer
1025 Wade Avenue
11/15/2010

�vS` S E P C
tNGINCERING Ik CUNSiRUC I
To: North Carolina Department of Environment Copies: File
& Natural Resources
Attention: At Hodge
943 Washington Square Mall
Washington, INC 27889
Phone:[phone]
From: Lee Bakely, PE
Subject:
Stormwater Review
We are sending you:
❑
Shop Drawings
❑
Specifications
❑
Contracts
Copies
Date
2
12/07/2010
2
N/A
2
11 /29/2010
2
12/07/2010
1
08/30/2010
1
06/05/2007
1
11 /30/2010
Comments:
❑
Prints
❑
Copy of Letter
❑
Invoice
Date: December 7. 2010
VIA:
UPS Express
LETTER OF TRANSMITTAL
SEPI Engineering &
Construction, Inc.
1025 wade Ave
Raleigh, NC 27605
Tel [phone]
Fax [phone]
DEC 0 8 2010
SEPI Project and Task No.:
SC10.010.00 Task 300
® Plans
❑ Change Order
❑ Samples
® Reports
Description
Full Set of Construction Plans
Storinwater Management Permit Application Form (1 Original, 1 Copy)
Wetland O&M Agreement (1 Original, 1 Copy)
Stonmwater & Erosion Control Report
Property Deed
Designation of Registered Agent
Check #4477 for $505.00 for Stonmwater Review Fee
Pa9 e:
Signed: 1/1

�4� � :r
NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
uary
Mr. Bobby Hall, Senior Executive Vice President
State Employees Credit Union
1000 Wade Avenue
RaleiWNC 27605
Dear Mr. Hall:
Dee Freeman
Subject: Request for Additional Information
Stormwater Project No. SW7101203
SECU - Murfreesboro
Hertford County
The Washington Regional Office received a Coastal Stormwater Permit Application for SECU -
Murfreesboro project on December 8, 2010. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
It appears that the proposed Permanent Pool Elevation (el. 88.50') of Stormwater
Wetlands is placed above the Seasonal High Water elevation (el. 87.00') as per
Plans, Wetland Supplement and Soils Report. According to the Wetland
Supplement, a liner is proposed to keep the Permanent Pool at proposed
elevation, however it is not shown on the plans. Please revise the plans sheet
C5103 to include the required liner.
2. Provide two copies of signed and sealed revised sheet.
The requested information should be received in this Office prior to February 21, 2011, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for
a time extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at [phone] or
email me at [e-mail].
North Carolina Division of Water Quality Internet: ,,ume,atergualay.mre
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal OpportunitylAffrmative Action Employer — 50% Recycledil0% Post Consumer Paper
NorthCarolina
Naturalltf

Page 2 of 2
CC: William Piver, PE, SEPI
Raleigh, NC 27605)
Sincerely,
Samir Dumpor
Environmental Engineer
Engineering & Consulting, Inc.(1025 Wade Avenue,
(/Washington Regional Office