SW7961118_HISTORICAL FILE_20181219

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

TRANSFER TAX AMQDNT q So 1�o --�7
DATE/COLLECTOR n-1Q1aO\8 • 411 G
Tax Collector c 'on That No linquent Taxes
Are Due. Date 0 Ey�:CeniScation
expires Jan. 6'^ of following cxfiScation date.
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and return to:
William , sey, IV
BRUMSEND BRUMSEY, PLLC
PO Box 100 (N
Currituck, NC 27929
IR1E��Cr V �I� oc c 1 9 201>3
III IIIIIIIRIIIIIIIBIIIIinll N
Doc No: 335816
Recorded: 05/10/2018 04:56:18 PM
Fee Amt: $26.00 Pape 1 of 3
Excise Tax: $1.860.00
Currituck Countv North Carolina
Denise A. Hall, Register of Deeds
aK 1443 Pc 347 - 349 (3)
Parcel No.: 0084-000-0161-1-0000
NORTH CAROL IC A GENERAL WARRANTY DEED
CURRITUCK CO Y
THIS DEED m#othis the 10`s day of May, 2018, by and between RONNIE J.
COOPER AND WIFE,�AABEL G. COOPER, Grantor, to FORSYS STORAGE,
LLC, Grantee, whose addtp�s is 639 Rivercrest Dr., McLean, VA 22101.
0
The designation of Gr'n or and Grantee as used herein shall include said parties,
their heirs, and successors and as' s, and shall include singular, plural, masculine,
feminine or neuter as required b context.
<;ITNESSETH:
THAT the Grantor, for a valuab onsideration paid by the Grantee, the receipt
of which is hereby acknowledged, have ar by these presents do grant, bargain, sell and
convey, unto the Grantee a fee simple inteiQ 1n and to all that certain lot or parcel of
land situated in Poplar Branch Township, Cuck County, North Carolina, and more
particularly described as follows:
All that property shown and delineated as "New Area Lot 5,180,690 SF,
4.148 ACRES" on that certain plat entitle�ein part "Revised Recombination
Survey for Ronnie J. Cooper & Mabel G. F0oper, Bertha Commercial
Subdivision & Bertha Woods Subdivision" 1 dared by William T. Robbins
and recorded in Plat Cabinet C-2, Slide 350 oTtge Currituck County
Registry.

1
This property was acquired by Grantor by deed recorded in Deed Book 232, Page
682 of the Currituck County Registry. See also the Boundary Line Agreement in Deed
Book 236, Page 662.
All or a portion of the property herein conveyed does not include the primary
,,,residence of a grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges
and appurtenances thereto belonging to the Grantee and his heirs and assigns forever.
v d the said Grantor covenants with the Grantee, that Grantor is seized of the
premise+; fee simple and has the right to convey the same in fee simple; that title is
marketabi nd free and clear from all encumbrances, and that Grantor will warrant and
defend the f�* against the lawful claims of all persons whatsoever except for the
exceptions hoin stated.
Title to the property hereinabove described is subject to:
1. Easement , reservations and restrictions of record.
2. The prope shall be subject to the following restrictive covenant which shall
run with an appurtenant to the land and shall be binding upon the heirs,
successors an44ssigns of the Grantee:
a. The Gra#fbe shall not promote or favor any change of name of
Marshallirandy Lane.
0
IN TESTIMONY WHL OF, the said Grantor has hereunto set their hand and
official seal, or if Corporate, hav�c sed this instrument to be signed in its corporate
name by its duly authorized officers and its seal to be hereunto affixed by authority of its
Board of Directors, the day and year,�t above written.
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SIGNATURI 'T.AGE TO FOLLOW
Y�
2

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SIGNATURE PAGE TO DEED FROM RONNIE J. COOPER AND MABEL G.
COOPER, GRANTOR, TO FORSYS STORAGE, LLC
Grantor: SEAL)
Y" Ro
_(SEAL)
Ma a G. Cooper
STA4AOF NORTH CAROLINA
COUNTY/CITY OF CURRITUCK
I, t undersigned Notary Public, do hereby certify that Ronnie J. Cooper and
wife, Mabei',i. Cooper, personally appeared before me this day and being by me duly
sworn ackno4dged the due execution of the foregoing and annexed instrument for the
purposes therein expressed. WITNESS my hand and notarial seal, this the 10 day
of ((�uu _ 2018.
Q otary Public
% rimed ame of Notary Public
\�� NN6*y Seal VIC,
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Q �pmrs�ss�on Expires: lCl a "�
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SOSID: 1693412
State of North Carolina Date Filed: 4/20/2018 9:26:00 AM
Elaine F. Marshall
Department of the Secretary of State North Carolina Secretary of State
C2018 101 07950
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these Articles
of Organization for the purpose of forming a limited liability company.
1. The name of the limited liability company is: Fo R 5 -1 S SIDE A GC.. L LC
(See Item lof the Instructions for appropriate entity designation)
2. The name and address of each person executing these articles of organization is as follows: (State whether each
person is executing these articles of organization in the capacity of member, organizer or both by checking
all applicable boxes.) Note: This document must be signed by all persons listed.
Name Business Address 634? 9;~Cresv pr. Capacity
D��,o �tESSt5 McUear`, VA 2-1-lot ®Member ®Organizer
6'3q RiN¢ rc.e st O r.
.J A U E.T F>x s Sh 5 M t; L.r_ a r` , V W 2 Z t o 1 Member ❑Organizer
❑Member ❑Organizer
3. The name of the initial registered agent is:
4. The street address and county of the initial registered agent office of the limited liability company is:
Number and Street Z 3 1 1 IN 6y J H Ro a d
City &V-ee v' S ba �'v State: NC Zip Code: Z J o County: iru t t. F o e 0
5. The mailing, addressif different from the street address, of the initial registered agcnt office is:
Number and Street
City
State: NC Zip Code: County:
6. Principal office information: (Select either a orb.)
a. K❑ The limited liability company has a principal office.
The principal office telephone number: %o -i — q %A -2- — (o S —j to
The street address and county of the principal office of the limited liability company is:
Number and Street: (e 361 R% V e rcv*- S i D r
City: M G L eg v, State: A Zip Code: '7 Z t Q 1 County: G� � v--Vti rc
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form 1,01

W,
The mailing addressif different from the street address, of the principal office of the company is:
Number and Street:
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
7. Any other provisions which the limited liability company elects to include (e.g., the purpose of the entity) are
attached.
8. (Optional): Listing of Company Officials (See instructions on the importance of listing the company officials in the
9. (Optional): Please provide a business e-mail addro Privacy Redaction
The Secretary of State's Office will e-mail the business i
document is filed. The e-mail provided will not be vie
offered, please see the instructions for this document.
10. These articles will be effective upon filing, unless a future date is specified:
This is the t I day of v� � 20 V-3 .
Signature
Type or Print Name and Tide
The below space to be used if more than one organizer or member is listed in Item #2 above.
C-,
ignatitre
FsSaS t/teV%Akoe✓
c
ype an t ame an Tittle
Signature
,a Qt- �lessa5, skeH". Oe✓
Type and Print Name and I itle
NOTE:
1. Filing fee is $125. This document must be filed with the Secretary of State.
BUSINESS REGISTRATION DIVISION P.O. BOX 29622 Raleigh, NC 27626-0622
(Revised August. 2017) Form L-01

11/29/291S�
North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online • Add Entity to
My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a Pre -Populated Annual.
Report form
Limited Liability Company
Legal Name
Forsys Storage, LLC
Information
Sosld: 1693412
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 4/20/2018
Registered Agent: Rapp, David
Addresses
Reg Office Reg Mailing Mailing
2311 Danbury Road 2311 Danbury Road 639 Rivercrest Dr
Greensboro, NC 27408 Greensboro, NC 27408 McLean, VA 22101
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Principal Office
639 Rivercrest Dr
Mc Lean, VA 22101
https:/Iw .sosnc.gov/online_services/search/Business_Registration_Results 1/1

TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH OURS.
December 13, 2018
Mr. Roger Thorpe
The North Carolina Dept. of Environmental Quality
Division of Energy, Mineral and Land Resources
943 Washington Square Mall
Washington, NC 27889
RE: Stormwater Permit Transfer
Currituck Self Storage
SW Permit No. SW 7961118
Project No. 42776
Dear Mr. Thorpe
1805 West City Drive
P 252.621.5030
Unit E
F 252.562.6974
Elizabeth City, NC 27909
www.timmons.com
Enclosed for your review and approval, please find the following items
f o` )yl)0)� I
1. The original executed State Stormwater Permit Transfer Application.
2. The original executed Operation & Maintenance Agreement.
3. One (1) copy of the deed transferring the property from Ronnie J. & Mabel G. Cooper to Forsys
Storage, LLC.
4. One (1) copy of documentation from the NC Secretary of State indicating that Mr. David Flessas
is a member of the LLC.
5. A check in the amount of $505.00 for the required fee.
If you have any questions or require any additional information, please do not hesitate to contact me at
[phone].
Sincerely,
Timmons Group
Kimberly D. Hamby,, PE
Sr. Project Manager
cc: file
Mr. Dave Flessas
CIVIL ENGINEERING I ENVIRONMENTAL I SURVEYING I CIS I LANDSCAPE ARCHITECTURE I CONSTRUCTION SERVICES

I, AO
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
DIVISION OF WATER QUALITY
July 26, 2007
Mr. Ronnie J. Cooper
Coleen H. Sullins, Director
Division of Water Quality
PO Box 149
Poplar Branch, NC 27965
Subject: Stormwater Permit No. SW7961118
Currituck Self Storage
High Density Stormwater Project
Currituck County
Dear Mr. Cooper:
The Washington Regional Office received a stormwater
application for the subject project on March 30, 2007. Revised
plans and supporting information were received on July 11, 2007.
It has been determined that this project will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We
are forwarding Permit SW7961118 dated July 26, 2007 to Mr. Ronnie
J. Cooper for the construction and operation of a wet detention
pond to serve Currituck Self Storage located at Poplar Branch, NC'.
This permit replaces all previous stormwater permits for this
site, and shall be effective from the date of issuance until July
26, 2017, and shall be subject to the conditions and limitations
as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the
stormwater management system will result in future compliance
problems.
If any parts, requirements, or limitations contained in this
permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the
form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the. Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and
binding.
North Carolina Division of Water Quality Internet h2o.enrstate.nc.us
943 Washington Square Mall Phone: [phone]
Washington, NC 27889 FAX [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Nne
orthCarolina
Natura!!r,

Mr. Ronnie J. Cooper
July 26, 2007
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (252) 948-
3919.
Aincer ly,
Al Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
cc: Performance Engineering
Purrituck County Planning/Inspections
Washington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7961118
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
Mr. Ronnie J. Cooper
Currituck 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
grass swales, vegetated buffers and a wet detention pond to serve
Currituck Self Storage located at Poplar Branch, NC.
This permit replaces all previous stormwater permits for this
site, and shall be effective from the date of issuance until July
26, 2017, and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and
volume of stormwater described in the application and other
supporting data.
2. This stormwater system has been approved for the management
of stormwater runoff as described on page 4 of this permit,
the Project Data Sheet.
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Currituck Self Storage
Permit Number:
SW7961118
Location:
Currituck County
Applicant:
Mr. Ronnie J. Cooper
Mailing Address:
PO Box 149
Poplar Branch, NC 27965
Application Date:
03/30/2007; original
07/11/2007; complete
Receiving Stream:
UT -North River
Stream Classification:
SC
Total Site Area: 6.28 acres
Total Impervious: 1.26 ac existing
Area Allowed 1.24 ac proposed
Pond Depth: 3.5 ft
Required Storage Volume: 9345 cf
Provided Storage Volume: 34,928 cf
Required Surface Area: 10,940 sf
Provided Surface Area: 11,136 sf
Controlling Orifice: drawndown orifice 2.0-inch at
elevation 3.8 ft.
0

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

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

4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective
action, including those as may be required by this Division,
such as the construction of additional or replacement
stormwater management systems. .
5. The permit may be modified, revoked and reissued or
terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does
not stay any permit condition.
6. At least six months prior to the expiration date, the
permittee must submit a written request for permit renewal
to the Division of Water Quality, Washington Regional
Office.
Permit issued this the 26 th day of July, 2007.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A
r Coieen Sullins, Director .
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7961118
7

Stormwater Permit No. SW7961118
Currituck Self Storage
Swales, Vegetated Buffers., and Wet Pond
Currituck County
Designer's Certification
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
0

i eOFFICE.USE ONL2
,
Date Received
Fee Paid
Permit Number
to ULS3MtLm9 G U=LYJ
State of North Carolina
MAR 3 0 2007 Department of Environment and Natural Resources
Division of Water Quality
® ® vSATOI MWATER MANAGEMENT PERMIT APPLICATION FORM
This form nray be photocopied for use as air original ( Obp7 Se({ GUY J
I. GENERAL INFORMATION
a V-- pGq, V%- /"d — .
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
RONN/E T- OQI°E'12 — AR0991Y OWNER
3. Mailing Address for person listed in item 2 above:
P
City:- P ahg bulyey State:_ lV zip: ,2Y965- CN49
Telephone Number: f 252 ) 5453 - S4p 5e9
4. Project Name (subdivision, facility, or establishment name - should be c6nsistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
--SR /Z C',4,P4 rBl F ff wy
City: Roapg 8" eN m e- 17 96 ; County: Cyleg I r/JGK
6. Directions to project{from nearest major intersection):
/A,Tuc Stzfio/v 6F 6!S IS-8 IWO isle sR 114
7. Latitude: 34 616. 44 ' Longitude: %.i' J''4. 74 of project
S. Contact person who can answer questions about the project;
6B ` l
Name: V'J MWAeT JX. Telephone Number: (Z,<Z, ) 4 9 / 81 S4
II. PERMIT INFORMATION:
I. Specify whether project is (check one): Mew Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number A/ 794 /// a and its issue date (if kggh+n) ...
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 det"ed narrative
(one to two pages) describing stormwater management for the project .
2. Stormwater runoff from this project drains to the c� SQ h tI a,,K River. basin>�
3. Total Project Area: 6.1t acres ,a Projec03uilt UponrArea: 39. 8 %
D Ro WWL AREA
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.
Bzsm Inforfnahon
� Drama e`Area 1
�,., �g.� �R,•
�h. Diamage Area 2e ;
ReceivingStreamName
( R R .
Receiving Stream Class
YC
Drainage Area
3 �, 2S
ace
Existing Impervious* Area
54, 9 4. ` I
e ,5-
Pro osed Impervious*Area
S F. 1.G
% Impervious* Area (total)
3
a
'
Im e6 iou's�Surfacee,>Areau
� Drazna e Area 1
i � g
ma e Ared 2 � �
.. .,.
On -site Buildings
On -site Streets
41 62A, - F
F.
On -site Parking
On -site Sidewalks
Other on -site
Off -site
2 9 F
Total: o
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
2
Form SWU-101 Version 3.99 Page 2 of 4

7: How,was the off -site impervious area listecl above derived? 051AJ ' !a) U; 0Cf4Q R Z(304 t),QA
ctucocAne.,). RA }rwn ntO
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be clanged or deleted without the consent of the State.
2. No more than Ai/A 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 storm water management permit modification prior to
construction.
5. All permitted runoff from outparcels or fzdure development shall be directed into the permitted stormwater control
system. These couzectiois to the stormwater control system s/all be performed in a manner tlat 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. SUPPLEMENTFORMS
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
Form SWU-103
Form SWU-104
Form SWU-105
Form SVVU-106
Form SWU-107
Form SWU-108
Form S6VU-109
Vet Detention Basin Supplement
Infiltration Basin Supplement
.Low Density Supplement .
Curb Ou det System Stip'Pie r'nent
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Paoe 3 of 4
,t•

Vl. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DIVQ)
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.
Initials
• Original and one copy of the Stormwater Management Permit Applicaiion Form 145
• One copy of the applicable Supplement Form(s) for each BMP Qua s
• Permit application processing fee of $420 (payable to NCDENR) AyeuiecNy m Alinn
• Detailed narrative description of stormwater treatment/management XJ-3
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and fur
- 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 prollide information on your
behalf, please complete this section.
Designated agent (individual or firm): gobef 1 T, .S -fe L,) a f 1 rr. P E,
Mailing Address:_ 9(04 Larry to Kv_ #wt/.
City: ?0Weits hll)i State: AK Zip: Z79�G�
Phone: ( 2 S Z ) 49 i b3S4 Fax: ( ZSZ ) 491 51/Z
VIII. APPLICANT'S CERTIFICATION
I, (print or type true of person listed in General h formation, item 2) /1 6NA/16—r (tD0,4Lc-o
certify, that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constricted 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 21-1.1000.
Date:
07
Form SWU-101 Version 3.99 Page 4 of 4

i-1)F__GI =1�]vK�
CURRITUCK SELF STORAGE — PHASE 3
POPLAR BRANCH — CURRITUCK COUNTY
ENGINEER'S PROJECT NUMBER 239
STORMWATER B.M.P. NARRATIVE
MARCH 27, 2007
MAR 3 0 2007
PROJECT DESCRIPTION- Currituck Self Storage is an existing self storage operation
located in Poplar Branch Township, Currituck County. The existing facility consists of
five storage buildings and an office building. Phase 1 of the facility was permitted under
Permit No. SW7961118; said permit was never issued to the owner but is reportedly on
file in the office of the Division of Coastal Management. Phase 1 consisted of the office
building and the first three buildings, labeled "A", "B" and "C", and the office building.
This Phase was constructed in 1996. Buildings "D" and "E" were added in 2003 as Phase
2. The land disturbance associated with Phase 2 consisted of less than an acre. Therefore,
it was presumed that neither a Sedimentation and Erosion Control Plan nor a Stormwater
Management Plan was required. The proposed Phase 3 consists of land disturbance
totaling 2.4 acres. It will be the final phase of the project and will include four new
buildings totaling 26,025 s.f.
SITE CONDITIONS- The area on which Phase 3 is to be constructed is essentially flat,
cleared, grassed area. The terrain slopes gently from the front towards the rear of the
property (generally east to west) at a slope of approximately 0.7%. To the west of the
tract lies an expansive swamp known as Great Swamp. This swamp extends west to the
tributaries and shoreline of the North River, a distance of approximately 10,000 feet
(scaled from U.S.G.S. Quad Sheet, Coinjock Quadrangle, a portion of which is included
in application package). The existing in situ soils consist of fine sandy loams in the
STATE and PORTSMOUTH mapping units with the STATE soils covering the majority of
the tract, transitioning to PORTSMOUTH near the rear of the tract, where the woods
begin. SOURCE: U.S.D.A., S.C.S. SOIL SURVEY OF CURRITUCK COUNTY, NORTH
CAROLINA. An on site investigation of the in situ soils was conducted by the Engineer
on 2/8/07. The SOILS REPORT summarizing the findings is included with the application
package. The findings are generally consistent with the descriptions found in the
publication referenced above. There are no coastal or Section 404 wetlands present on the
subject tract.
DRAINAGE TRIBUTARY AREA- The tributary area identified from the recently
obtained topographic survey and used for the wet detention basin design is comprised of
on -site and off -site areas. The drainage area boundary is shown graphically on Plan Sheet
2 of 3. The eastern most (front) portions of the subject tract, along with the tract adjoining
to the south and two tracts adjoining to the north are not included in the drainage area
since the existing slopes direct runoff to the east and to the roadside drainage system. It is
important to note that the adjoining properties to the north, Lots 2 and 3 of Bertha
Commercial Subdivision, will ultimately be developed. When such development occurs
the improvements will have to include on -site stormwater B.M.P.'s which will remove
these properties from the tributary area of the proposed wet detention basin. However, the
vacant lots currently contribute to the anticipated run-off and the proposed basin is

Currituck Self Storage, Stormwater Narrative, page 2 of 2
designed to accommodate this contribution. The Design Notes and Calculations, included
in the application package provide information confirming this.
WET DETENTION BASIN DESIGN PARAMETERS- The wet detention basin is
designed to accommodate run-off developing over the entire tributary area as defined
above and graphically illustrated on plan Sheet 2 of 3. The initial design storm event was
a 3.2" rainfall event, statistically predicted for a 10 year recurrence interval and a 120
minute duration. This statistical data is taken from the National Weather Service website.
The design storm event was selected in lieu of the required I" rainfall event in order to
comply with criteria set forth by the Currituck County Unified Development Ordinance.
The basin, as designed, provides a temporary pool volume of 34,928 c.f., the equivalent
runoff volume for a 3.74" rainfall event. (see DESIGN NOTES AND CALCULATIONS).
The basin is designed with two forebays in order to facilitate the conveyance of
collected stormwater without the necessity of extreme differential elevations. This
approach also minimizes the volume of water entering the basin at any single location.
The runoff water will enter the forebays at five different locations via culvert discharge,
flumes and open channel flow. Forebay inlet protection, in the form of rip rap with fabric
liner, is provided at all points of entry.
The basin will be enclosed with a six feet high chain link fence. Ten feet wide access
gates are proposed to allow maintenance equipment into the basin area. The fence is
provided primarily for safety considerations but will also be very effective in preventing
the intrusion of wind borne trash and debris into the basin.
Items f and k, Section 11 of the WET DETENTION BASIN SUPPLEMENT direct the
reader to this narrative for explanation for the referenced items not being initialed. The
explanations are enumerated as follows:
Item f- The length to width ratio of the basin is difficult to compute due to the irregular
shape and varying width. However, if the basin was designed for only the 1" rainfall
event, as required by the D.W.Q. regulations, the associated width would be much
smaller than that proposed. It is the designer's contention that there is more than ample
travel distance between the forebays and the common outlet structure to provide
treatment for the collected temporary pool within the 3 day drawdown period.
Item k- Given the fact that the basin is immediately adjacent to a paved drive aisle and
that there is a contiguous connecting drive aisle to the Right -of -Way of US Hwy. 158, it
is not considered necessary to provide a recorded drainage easement.
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY 2Q
PO WELLS POINT, NC ••
PHONE [phone] FAX [phone] �,J/ ;,6> . NGIIA'
T j STE`NP�`
3/z7/o�-

CURRITUCK SELF STORAGE — PHASE 3
STORMWATER MANAGEMENT PERMIT APPLICATION
SOILS REPORT
ENGINEER'S PROJECT NO. 239
Preface: The soils evaluation for the Currituck Self Storage, Phase 3 wet detention basin
design was conducted by the Engineer on February 8, 2007. The evaluation conducted
on said date consisted of two borings, each within the area that will comprise the basin
permanent pool. The elevation data is based on a temporary bench mark taken from a
location survey by Seaboard Surveying and Planning, Inc.
BORING NO. 1 (Average ground elevation = 5.04' at boring site)
0-16" A horizon, dark brown clay loam with prominent root mat
16"-32" dark gray sandy clay loam
16"-30" light brown to yellow sandy clay loam with trace of mottling
32"-48" medium gray sandy loam
48"-58" light brown fine sand
Free water at 20" below grade, elevation +/- 3.4'
BORING NO.2 (Average ground elevation = 4.85' at boring site)
0-15" A horizon, dark brown sandy clay loam
15"-22" Light gray sandy clay loam with trace mottling
22"-40" Light gray loamy sand
Free water at 14" below grade, elevation +/- 3.68'
Y
L
�. STO I
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY
POWELLS POINT, NORTH CAROLINA 27966
PHONE [phone] FAX [phone]

_,
MAR 3 0 2007
VQ-VYAR®
CURRITUCK SELF STORAGE- STORMWATER MANAGEMENT PLAN
WET DETENTION BASIN DESIGN NOTES AND CALCULATIONS 3/27/07
I.
II.
IV
V
ENGINEER'S PROJECT NO. 239
Drainage Basin Area: Total = 273,523 S.F. (6.28 AC)
Impervious Coverage = Total = 108,872 S.F./ 273,523 = 39.8 %
Required Storage Volume
A) Impervious Coverage = 39.8%
B) Unit Volume = Rv (using Schuler Equation) �345 -�r
Rv = 0.05+0.009 (39.8%) = 0.41 in/inch
Design storm event, 3.2" � 273,523 S.F. (3.2/12) (.41 in/inch) = 29,905 CF
Required Surface Area: 3.5' Deep for 90% TSS Removal
@ 39.8% Coverage = SA/DA= 4.0% (from interpolation)
SA = .04 (273,523) = 10,940 S.F. Required
11,136 S.F. Provided'?
Pond Specifications As Designed:
A) Temporary Pool Volume
3.8' Contour= 11,136 SF
6.0' Contour = 20,617 SF
11,136(2.2)+(20,617-11,136)(1.1)=34,928CF
(approximately 1.17% of required volume, equates to 3.74" rainfall event)
B) Permanent Pool Volume
1) Main Basin: 0.3' Contour = 2,883 SF
0.8' Contour = 3,279 SF
2.8' Contour = 5,723 SF
3.8' Contour = 8,298 SF
2,883 (.5) + ( 3,279 - 2,883 ) (0.25)+ 3,279 (2) +
(5,723 - 3,279 ) (1) + 5,723 (1) + (8,298 - 5,723) (.5)= 17,553 CF
2A) Forebay :# 1 0.3' Contour = 93 SF
2.8' Contour = 815 SF
3.8' Contour= 1,863 SF
93 (2.5) + (815 - 93 ) (1.25 ) + 815 (1.0 ) + (1,863- 815 ) (.5) = 2,474 CF
2B) Forebay :#2 0.8' Contour = 0 SF
2.8' Contour = 369 SF
3.8' Contour = 975 SF
369 (1.0 ) + (369 ) (1.0 ) + (975- 369 ) (.5 ) = 1,041 C
3) Total Permanent Pool Volume :
17,553 + 2,474 + 1,041 = 21,068 CF
4) Ratio of forebays to permanent pool:
3,515/ 21,068= 16.7%
m 2
,%"1115llfhp"0.
F Q�N CiA%
Q •F�St• 'C,2'�:
:�� NGINE A :: 3'Z7/d 1

CURRITUCK SELF STORAGE- STORMWATER MANAGEMENT PLAN
WET DETENTION BASIN DESIGN NOTES AND CALCULATIONS 3/15/07
ENGINEER'S PROJECT NO. 239
page 2 of 3
VI. Drawdown Calculations
A) Design Criteria =
Drawdown Volume(use design volume) = 29,905 CF
Design for Drawdown in 2-5 Days
B) Required Flow Q (3.5 Days)
O = 29,905 CF
(3.5 Days)(24 hr/day)(3600 Sec/Hr) = 0.099 CFS
use orifice equation- Q= Cd x Ao x Sq. Rt. 2gh
try 1 1 /2" orifice, A= 0.012 S.F., Q= (.62)(0.012)(SQ. RT. 2(32.2)(1.1')) = 0.063 CFS
try 2" orifice, A= 0.022 S.F., Q= (.62)(0.022)(SQ. RT. 2(32.2)(1.1')) = 0.115 CFS
Drawdown time, t, = 05'CF (1 sec./0.115 cf) (1 HR./360 C.) (1 DAY/24 HR.)
— 3.0 DAYS, OK, USE 2"
VII. CURRITUCK COUNTY CALCULATIONS
A. Pre -development run-off, based on currently existing conditions (prior to Phase 3
improvements), generally occurs at the south west property line of the Phase 3 area. Run-
off is conveyed by a large ditch to a vast swamp lying to the west. The tributary area is
currently comprised of either vacant lots or land that is almost entirely impervious. The
drainage area is delineated on Plan Sheet 2 of 3. It encompasses the majority of the
subject tract, portions of two vacant lots adjoining to the north, a portion of the vacant
lots adjoining to the south and west and the north half of Marshall Grandy Lane. The
eastern portion of the properties abutting US 158 have a drainage break line that conveys
run-off from approximately the front third of the lots toward the US 158 right of way.
This area is excluded from the design drainage area. The western portions of the
properties are included. It is noted that the three vacant lots, Lots 2, 3 and 4 of the Bertha
Commercial Subdivision will ultimately be developed. At the time they are developed it
will be the responsibility of the developers to address stornwater management and
controls and to provide on -site rtainage and treatment of run-off. This eventuality will
make the design of the wet pond for Currituck Self Storage very conservative.
B. Pre -development run-off, using Rational Formula Q= cIA, for peak flow where
A= drainage area in acres = 6.28 acres
I = Intensity in inches per hour = 2.15 in./hr. for I Oyear/2 hour storm event (taken
from R-D-F curves for Hatteras, NC, copy attached)
c = run-off coefficient, taken as 0.1 for lawns up to 2% slope and 0.9 for
impervious areas. The drainage basin total area is 273,523 s.f. The existing
coverage within the drainage basin is 55,163 s.f. (20.2%). The weighted c
value is calculated as 0.9(.202) + 0.1(.798) = 0.26

CURRITUCK SELF STORAGE- STORMWATER MANAGEMENT PLAN
WET DETENTION BASIN DESIGN NOTES AND CALCULATIONS 3/15/07
ENGINEER'S PROJECT NO.239
page 3 of 3
Q = 0.26 x 2.15 in./hr. x 6.28 acres = 3.51 acre.inches per hour which approximately
equals 3.51 cfs.
C. Post development run-off for the design storm will be limited by the wet pond
discharge orifice, calculated above to have a flow rate of 0.115 cfs.
In the event the design storm is exceeded the overflow would be conveyed through
the 12" CMP discharge pipe. This pipe is designed with a 0.9% slope. The
discharge is evaluated with the pipe just full using the Manning equation in the
form of Q = 1.486/n (A) (R exp..67) (S exp..5)
= 1.486/0.024 (.785 s.£) (0.25 ft. exp..67) (0.009 exp..5) =1.86 cfs
Both conditions indicate that the post development run-off will not exceed the
pre -development run-off.

Z
Permit No.
(to be provided by D1Q)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form cony be photocopied for use as an original
HE(CEO ED
MAR 3 0 2007
D!Q-WAR®
DWO Stonnwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: If URR IrU(K SELF STORRSC- - PURSE 3
Contact Person: R06t.-PT 5TEW'2RT Phone Number: (ZS2 ) 4.9 1 8354
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation
Permanent Pool Elevation 3_ A /_ ft.
Temporary Pool Elevation 6. 0 -/ ft.
areas
Permanent Pool Surface Area 1� K sq. ft.
Drainage Area (o . 2 8ac.
Impervious Area z . so t/ ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 21 O6 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 341. 928 ✓cu. ft. (volume detained above the permanent pool)
Forebay Volume 3 51✓ cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal Z
(surface area to drainage area ratio fron DIVQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 8517o required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
l when using the Division SAMA.tables, the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth: Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties. the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 855c TSS removal and 90% TSS removal.
II. 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 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. If a requirement has not been met, attach justification.
Applicants Initials
�- a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
N JA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
5;fF kiAfk'aTjy6 f. The basin length to width ratio is greater than 3:1.
g. The basin side slopes above the permanent pool are no steeper than 3:1.
AC, S It. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
0 i. Vegetative cover above the permanent pool elevation is specified.
j.. A trash rack or similar device is provided for both the overflow and orifice.
SEt AIARPArn,^E k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
jU JA 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
—N m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. NET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided. '
This system (check one) 0 does @does not incorporate a vegetated filter at the outlet.
!'his system (check one) 0 does 0 does not incorporate pretreatment other than a !'orebay.
Form SwU-102 Rev 3.99 Page 2 of 4

Nlaintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, 66sion, trash accumulation,
vegetated cover, and general condition. , .
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed. I. . .
2. Repair eroded areas immediately, re -seed as necessary to maintain good,vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
2-b
When the permanent pool depth reads G, �- feet in the main pond, the sedi tent shall be removed.
[4juOF&F4.84V # l�
When the permanent pool depth reads3-7-feet in the forebay, the sediment shall be removed.
(J(Z
Sediment
Bottom Eleation b, fi
BASIN DIAGRAM
(fill in the blanks)
3.8
Permanent Pool Elevation
_- Sediment Removal Elevation -r—i 75%
Bottom Elevation 2_ .L j 25%
FOREBAY MAIN POND /LNG FOA,E Y #1
SFFP6pNSffE2T Zof 3 /1NC,t[40,441V
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. if the basin must be drained for an emergency or to perform maintenance, the Flushing of sediment
through thee emergency drain shall be minimized to the maxinmum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
1 acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
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:j?ONN/E -T- tA"E'k
Title: PROPERLY OWNER
Address: P, 0. SOX /Y-Y
Phone:_ B,t252-S`53' �fi�9 ' _ #.' ,252- Y53-2R59, ,25-2- yL53-V7$�7
Signature
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdivision has been named the president.
�I, a Notary Public for the State of
County of-�d.C�A do hereby certify that —%Viy/ e QO/Je/Z
personally appeared before me this 2,2-�day of ���20,14and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 3 1K' 7,00
form SWU-102 Rev 3.99 Page 4 of 4

�CF W ATF90 1 ccbad F. Haley. Governor
�C G Wiliam G. Ross Jr_ secretary
rNorth Carolina Dwastmrm orFavcormem and \alum R�
� y
O Y Alan W. Klimek P-E- Director
. Division of Water Quabr%
May 3, 2006
Currituck U-Stor-It
Ronnie J_ Cooper
PO Box 149
Poplar Branch, NC 27965
Subject PERMIT RENEWAL
Stonwater Permit No. SW 7961118
Curitidck UStor-d
Currituck
Dear Ronnie J. Cooper,
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW 7961118
to Ronnie T. Cooper for Currituck U-Stor-it on 1229/1996. This permit expires on 12/292006..Section
.1003(h) of 15 A NCAC 2H .1000 (the stommaterniies) requires that applications for permit renewals
shall be submitted 180 days prior to the expiration of a permit and must be accompanied by a
processing fee, which is currently set at $420.00. However, if your permit has already expired, you
need to send in your application for renewal as soon as possible. If this is still an active project please
complete and submit the enclosed renewal application in a timely manner. If this project has not been
constructed and a permit is no longer needed, please submit a request to have the permit rescinded. If
you have sold the project, or are no longer the permittee, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit Enclosed is a form for
change of ownership, which should be completed and submitted it the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification.
You should be aware that failure to provide the Designer's Certification and the operation of a
sormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
S10,000 per day.
If you have any questions, please feel free to contact me or a member of the coastal stomlwater staff with
DWQ at 252-946-6481.
Sincerely
AI Hodge, Regional Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
North Carolina Division of Water Qualitv Imernet or?
943 Washingion square Mall Phone [phone] NorthCarofina
lt'ashineton. NC 27989 Fax (252)94f-9215 Nwtimal �

1:24 000
ETEBS 1 2
ERS 1000 2000
ES
5000 6000 7000 8000 9000 10 000
:T
?VAL 2 METERS
)UR INTERVAL 1 METER
)NTOURS ARE APPROXIMATE
RTICAL DATUM OF 1929
TO THE NEAREST 0.1 METER
TO THE NEAREST 0.5 METER
IETERS—DATUM IS MEAN LOW WATER
HE TWO DATUMS IS VARIABLE
i APPROXIMATELY 0.2 MISTER
nowecLS POINT n KM
ROAD CLASSIFICATION
Primary highway, Light -duty road, hard or
hard surface..__......_... 'improved surface...._..
Secondary highway,
hard surface ...............— — — Unimproved road...... _ _ _ _ _ _
Trails ....... ........ .....:._ _ _ _ _ _ _
a Interstate Route 0 U. S. Route O State Route
N. C. f
CO[NJOCK, N. C.
QUADRANGLE LOCATION SW/4 BARCO 15QUADRANGLE
N3615—W7552.5/7.5
CONTOURS AND ELEVATIONS
IN METERS 1982
0000-
0
3000
9000 —
2500
8000
7000=
9
— 2000
6000—
5000
- 1500
18
1000
3000—
_ goo
800
700
2000—
- 600
500
400
1000—_
- 700
200
Im
17 0
0
014
16
15
114
713
Feet I Meters
1 7(48
2 .6096
7 .1144
4 1.2192
5 1.5240
6 1.8288
7 2A336
8 24384
9 2.7432
10 3,0480
To convert fret to mere.•
.0,ply by .3W8
To conveq meleR to 1,
m ltiply by 82808
5
ZJ
CA3
r�Sn'd
II "
012000m11s
3 0"
3
c
9
e9L
a S�
o G
VAL MAP ACCURACY STANDARDS
SURVEY, RESTON, VIRGINIA 22092
AND SYMBOLS IS AVAILABLE ON REQUEST
DMA 5856 IV SW -SERIES V8420
c oINSOCK QUA DRAMCLE

LETTER OF TRANSMITTAL
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY
POWELLS POINT, NC 27966
PHONE [phone] FAX [phone]
CERTIFIED — RETURN RECEIPT REQUESTED
TO: Mr. Bill Moore DATE: 7/11/07
RECEIVED
OF: NCllENK-DWQ-WaKU
943 WASHINGTON SQUARE MALL JUL 1 1 2007
WASHINGTON, NC 27889
DWQ-WARD
PROJECT NUMBER: 239, CUFdU PUCK SELF S'1'OKAGE, CUKRITUCK
COUNTY, STORMWATER MANAGEMENT PERMIT APPLICATION
WE TRANSMIT THE FOLLOWING:
-Two prints, Plan Sheet 2 of 3, REV. 1, revised to include aquatic vegetation layout,
specifications and plant schedule
COMMENTS: Bill, Please let me know as soon as possible if you have any questions or
concerns regarding this plan. Thanks and best regards, Bob Stewart
CC: Mr. Ronnie Cooper
File 239

Re: Currituck Self Storage - Phase 3
Hello Bill, I had a nice conversation with Ms. Tracey Woods at the Coastal Plain Conversation
Nursery. I will be coordinating with her to get the aquatic plants plan done for Currituck Self Storage
as well as a project in Winfall that will be coming your way soon. I couldn't find the draft BMP
manual on your website; or at least I couldn't download what I assumed was it. Can you help with
this? Also, what is the status of the new BMP manual? when do you anticipate it being carved into
the stone tablets? Thanks for your help Bill, see you soon, Bob
Bill Moore <Bill.Moore(ioicmail.net> wrote:
Good Afternoon Bob, hope you are doing well;
Today, I drafted the sw permit for Currituck Self Storage. Your sw
package was very good/complete except for (1) item. (For several months
now) we have been requiring a more detailed vegetation plan for the wet
pond vegetated shelves. The additional information request looks
something like this: provide a detailed vegetation plan by a qualified
individual; including a variety of suitable species, location, spacing,
soil preparation, fertilizer requirements, installation procedures,
construction schedule, etc. The veg plan/details should be provided on
the site plan. The new draft BMP manual on our website has a chapter
that explains all this and refers to an appendix with recommended plant
lists; it also has a Vendors list of plant providers. You will see in
that list the Coastal Plain Conservation Nursery located at Edenton,
NC. The owner Ms. Ellen Colodney, PhD, is very knowledgeable about what
a good veg plan entails; she also, has the plants and can provide
contacts for installation. Her phone no. is [phone]. I believe
she is the closest available commercial nursery that specializes in
wetland plants.
Hope this helps. Let me know if you have questions. Please send (2)
sets of revised plans.
Robert J. Stewart, Jr., P.E.
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY
POWELLS POINT, NC 27966
PHONE [phone] FAX [phone]
Pinpoint customers who are looking for what you sell.
Good Morning Bob,
I will have Della, our WQ secretary, fax a letter with BMP info.
2 of 2 6/25/2007 10:12 AM

Re: Currituck Self Storage - Phase 3
Subject: Re: Currituck Self Storage - Phase 3
From: Bill Moore <[e-mail]>
Date: Wed, 06 Jun 2007 10:12:45 -0500
To: Robert Stewart [e-mail]>
Robert Stewart wrote:
I of 2 6/25/2007 10:12 AM

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LETTER OF TRANSMITTAL
PERFORMANCE ENGINEERING
8604 CARATOKE HIGHWAY
POWELLS POINT, NC 21966
PHONE [phone] FAX [phone]
CERTIFIED — RETURN RECEIPT REQUESTED
TO: Mr. Bill Moore DATE: 2/27/07
OF: NCDENR-DWQ-WaRO
943 WASHINGTON SQUARE MALL
WASHINGTON, NC 27889
nsceuveo
hk 3 0 ZpUI
®Yi(Q_WAR®
PROJECT NUMBER: 239, CURRITUCK SELF STORAGE, PHASE 3, CURRITUCK
COUNTY, MODIFICATION TO PERMIT NUMBER S W7060926
WE TRANSMIT THE FOLLOWING:
-Two sets, Plan Sheets 1 through 3 of 3
-Original and one copy- STORMWATER MANAGEMENT PERMIT APPLICATION
FORM
-Original, WET DETENTION BASIN SUPPLEMENT
- Original, project narrative
-Original, Soils Report
-Copy of portion of U.S.G.S. Quad Sheet, COINJOCK QUADRANGLE
-Original, WET DETENTION BASIN DESIGN NOTES AND CALCULATIONS
COMMENTS: Bill, I feel fairly certain I have provided a complete package. As we
discussed by telephone, the $420 fee has already been remitted. Please let me know as
soon as possible if you have any questions or concerns regarding this plan. Thanks and
best regards, Bob Stewart
CC: Mr. Ronnie J. Cooper
Currituck County Planning Department

l
AUG 2 9 2006
S(/i ce, 8`36106 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
61l;�E Sv/ #*cP,p Alan W. Klimek, P.E. Director
ltcvk 3I3a%n7 Division of Water Quality
SURFACE WATER PROTECTION SECTION
COASTAL STORMWATER PERMIT RENEWAL APPLICATION FORM
I. CURRENT PERMIT INFORMATION: /ecsr /
1. Stormwater Management Permit Number: q , t//Z/o 6
1Permit Holder's name: LQo n n i t T. Con pe Y SRn- /•c.
3. Signing official's name: /�.� �% Title: 491r1N�`72
(person legally responsible for permit)
4. Mailing address:, P.O- 'Rox /V-q City: /°©PLAg mweyl
State:AX ZipCode:27 69 Phone:l52-tf53-gfioFAX:2S2-SAs3—Se75L7
(Area Code and Number) (Area Code and Number)
5. Project Name:�&$klntee rSEZP &n444E
6. Location of Project: (street address) q j Z ,Cl f a4tKPH � 1�olZ�Y BY ii1C• Ll`l65
7. Directions to Project (from nearest major intersection) 7Qnt A/ar}�f AIC /3 b (Macedonia
CA0 rck Old.) an west side of U.S. /98
II. PERMIT INFORMATION
1. Specify the type of stormwater treatment (wet pond, infiltration, etc.): /t1 i _&I �I'I n. liz) �n,S
List any changes (from project that was originally approved, attach additional pages if needed)1we
ridded haii related drive diSla,S SoT Q. �7tf le�rora 7S it oil 5o�l/gi ,(lete:
/�ee,.V.Yn 1,04s 4,Aiiii loss -fairly, nye. at r-e o /anti 1 540,11
Do you have a copy of the original Operation and Maintenance Agreement? Yes -
No -
Applicant's Certification:
/z J. C,e-)Onp.Y' certify that the information included on this
application, i the best of my knowledge, correct and complete.
71
Signature:
Submit this completed form along with an application fee of $420.00 and a copy of the
designer's certification to the address listed below.
North Carolina Division of Water Quality 943 Washington Square Mall Phone [phone] Customer Service 1-877-623E748 One
Washington Regional Office Washington, NC 27889 FAX [phone] Internet: h2o.encstate.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer - 50 % Recycled110% Post Consumer Pacer Naturally

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ROBERT J. STEWART, ✓R., PE - `
Civil Engineer- NC. B VA Registration - -
8604 CARATOKE HWY. • POWELLS POINT, NC 27966 • (252)
August 28, 2006 ,
Ms. Della Robbins
NCDENR-DWQ-WRO
943 Washington Square Mall .
Washington, NC 27889,
ye: Stoimwater permit #7961118, renewal application '
Engineer's project number 239 "
AUG 2 9 2006
Dear Ms. Robbins,
This letter is written in response to correspondence dated May 3, 2006 from Mr. Al
Hodge of DWQ to Mr. Ronnie 'J. Cooper, the permit holder for the above referenced
permit. Mr: Cooper and his wife, Mabel; are the owners of the subject tract. They lease
the property to Currituck U-Stor-Ii,.Inc.,"doing business'as Currituck Self Storage. Mr:
Hodge, in a telephone conversation on 5/11 /06, indicated that you are the person I should
direct follow up correspohdence to. Enclosed you, will -find the required COASTAL
STORMfi'ATER PERMIT,RENEWAL APPLICATION.FORM,,a check in the amount
of $420.00, for the application fee and'theDesigner's Certification with qualifying
remarks as will be explained ,in the text below. The history,of the subject project and the
manner in which ii was permitted with respect to stormwater management are very
unusual. Basically, the Sedimentation and Erosion Control Plan and the Stormwater
Management Plan, both approved in Decembef'of 1996, were; prepared after the
improvements were essentially completed. In a letter to Mr. Bill Moore; dated November
25, '1996 (copy enclosed) I explained the events which led up to the owner becoming
aware of the requirement for obtaining the two approvals. The BMP which was approved
consisted of infiltration, utilizing the existing swales surrounding the tract. A plat,.'
bearing my seal and signature dated 1.1 /25/96, was submitted with the referenced letter
and the, permit application form. Since the swales which constituted the BMP were
already in place, there was no actual design work.conducted on my part, only'a visual
inspection and certification that the improvements and the infiltration swales were indeed
in substantial conformance with the plan presented. A copy of this plat is enclosed; this
plat was intended to serve as the Engineer's Certification;'in my opinion and that of Mr.
Cooper, the owner.
Subsequent to the improvements constructed in 1,996, two additional buildings were.
constructed, Building "D" in 1998 and Building "E" in 2003. The land disturbance
associated with these two additional buildings was less than one acre. Therefore, the
requirement for permits for Sedimentation and Erosion Control and Stormwater
Management was not applicable. Enclosed is a plat prepared by Seaboard -Surveying and
Planning, Inc. which was prepared in 2004 and which illustrates the currently existing
improvements. The plat further confirms that the infiltration swales previously approved

Project Name'rUrr'I'lurX SQi f Jtorc7Cr C County
Stormwater Permit No. SW7RGlllb _ J. \- :,_,_, fir;
Designers Certification AUG 2 9 2006
I, kc�,Q.Jt S. `JW 'A TY asaduly
Registered Professional Engineer in the State of North Carolina, having been authorized tom
the construction of the project, Corr 1 /Uc, isI/ J c f f
SfO ✓.,7 4 Q. (Project)
forRn nr\ a e C nn �a- Y' (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 S�OY!✓i cu<i fey YC� U %� f/ci!$
Freu7; �/hy aN 44C Tl'MC *tic of-ic rnaJ app l/eaf/en u175 sLom;{/v��,
Signature
Registrati(
Date

� �sza9rs»au'�:�."-^erssa;eaGl-rtnv0
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ROBERT J. STEWART, JR., P.E.
Civil Engineer - NCB VA Registration
PER
`E[:�—._ Cnn<VpfPon 6fanagemrnf 3 Incpccrions
�pP�p Site FlanningS oevelopmmnt
l—A �%�� /CE-El / � /f—; Structural Analysis
P.O. BOX2004 • KILL DEVIL HILLS, IVC27948 • [phone]/PHONE • (919)447-7UU11"A
November 25, 1996 tjtlw�
Mr. Bill Moore AUG 2 9
NCDEHNR - Division of Environmental Management p� fl'
1424 Carolina Ave. uiJVQ-WARD
Washington, NC 27889
Re: Stormwater Management Permit Application, Currituck U-Stor-It, Poplar Branch, NC.
Engineer's Project No. 96239.
Dear Bill,
Enclosed, you will find the Stormwater Management Permit Application package as referenced above.
This submittal is somewhat unusual in that the project is essentially complete. The owner was not aware of the
requirement of obtaining Sedimentation and Erosion Control Plan and Stormwater Management Plan approvals
since the original project scope was less than one acre in size. The adjacent property, which is under separate
ownership, was incorporated in order to obtain fill material. This resulted in the total project scope being of a
magnitude that does require Sedimentation and Erosion Control and Stormwater Management Plans.
The measures intended for stormwater management include routing flow from rooftops and paved areas
across grassed areas in sheet flow, thence to shallow vegetative swales. ' The existing swales which are receiving
the runoff water are very well established, have side slopes of I to 3 or shallower and are very shallow with
respect to gradient. Therefore, they should serve as very effective filtration devices. The length of these swales
available on site for filtration of the stormwater runs from approximately 125' at the minimum to in excess of
1,000' at a maximum. In summary, my site reconnaissance has made it apparent that the owner has constructed
Ws project in a very responsible fashion and has placed considerable emphasis on'erosion and sedimentation
prevention and effective stormwater treatment. In fact, if this was my design originally, I would have trouble
making improvements on what the owner has done. Please advise if you have any questions or concerns
regarding this plan or if there is any action on my part which may facilitate the review and approval thereof
Thank you very much for your cooperation and assistance, I remain available for discussion at your convenience.
Very best regards,
PERFORMANCE ENGINEERING
i
Robert J. Stewart, Jr., P.E. J
cc: Mr. Ronnie J. Cooper
RJS/js

ROBERrJ. SIEWARr, JR, P.E -
Civil Engineer = NC.S VA Reglstretion
PERFORMANCE
bo6P293Gya�ao. 6wo,
8604 CARATOKE HWY • POWELLS POINT, NC 27966 • [phone]/PHONE • (252) 491-51121FAX
December 18, 2006 ,
Mr. Bill Moore, Environmental Engineer DEC 19 2006
NCDENR-DWQ-WaRO
943 Washington Square Mail
Washington; NC 27889.E
CERTIFIED --RETURN RECEIPT REQUESTED
re: Stormwater Permit S W7961118, Currituck Self Storage, request for time extension
Engineer's. Project Number 239
Dear Mr. Moore;
This letter is written in response to your correspondence to. Mr. Ronnie J. Cooper,
dated November 21, 2006: In your letter you noted a requirement that plans,
specifications, calculations and narrative must be submitted for, the entire site. My . •
understanding is that Mr. Cooper discussed the project.with you during your on -site visit
and explained his intention to enter into.a third and final phase of the project in the
upcoming months. This final phase will comprise the ultimate build out for the property
and will include a wet detention basin sized and designed to accommodate',run-off for the
entire project. In addition, we will have to design for compliance with Cumtuck County.
criteria for design rainfall event, which will be approximately triple the volume required
by D.W.Q. In light of Mr. Cooper's intention to complete the last phase of the project, I
respectfully request an extension of the time allotted to comply with your stated
requirements. Mr. Cooper and I met to discuss realistic target dates and arrived at the
following:
a. Complete all design work for final phase of construction, including design of wet . .
detention basin by February,15, 2007:
b. Submit application for review by Currituck County Technical •Review Committee
(hereafter TRC),- by February 15, 2007 for meeting to'be held March 21, 2007.
Considering the probability of the TRC requiring some extent of revisions, Mi. Cooper
and I would like -to have ample time to complete the, revisions and attend any subsequent .
required meetings'to assure that all County concerns are addressed.
With consideration given to the target dates above and with the ever present possibility,
.of un-anticipated delays, I respectfully request an extension of a minimum of six months .
from the stated deadline of December 22, 2006, making the new deadline June 26, 2007.
This should insure'that we will not be forced to request an additional extension of time. I
sincerely appreciateyour,cooperation and consideration of this request. Mr. Cooper
intends to complete the project with an appropriately sized and designed.stormwater
BMP that will provide effective treatment for the entire site. Please contact me if you
have questions or concerns regarding this request or the projectingeneral.,
Best regards,
PERF RM3A4QLEXWNEERING i
Robert J. Stewart Jr., P.E.
cc- Mr. Ronnie J. Cooper, Currituck Self Storage

h
TFq Michael F. Easley, Governor Wo
9(r William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
< Alan W. Klimek, P.E. Director
7 Division of Water Quality
a
November 21, 2006
Currituck Self Storage
Attn: Mr. Ronnie J. Cooper
PO Box 149
Poplar Branch, NC 27965
Subject: Stonnwater Permit SW7961118
Currituck Self Storage
Currituck County
Dear Mr. Cooper:
This office received your request to renew the existing stormwater permit for Currituck Self
Storage located at Poplar Branch, NC. During my site visit with you on November 16, 2006 we discussed
the as built plans submitted by Mr. Bob Stewart. It has become apparent that (1) you have added an
additional lot to the property, and (2) additional buildings and paved areas have been added to the site
since the original permit. These changes will require a permit modification. Before the permit can be
issued, the following items must be addressed:
1) Submit a stormwater application for a permit that reflects all changes made to this site since
the original permit.
2) Provide plans, specifications, calculations and narrative for engineered stormwater
controls for the entire site.
The above requested information must be received in this office prior to December 22, 2006, or
your application will be returned as incomplete. The return of this project will necessitate resubmittal of all
required items including the application fee. If you need additional time to submit the required information,
please mail or fax your request for time extension to this office at the Letterhead address.
If you have questions, please feel free to contact me at [phone].
William J. Moore `s
Environmental Engineer
Washington Regional Office
cc: Performance Engineering
Currituck County PlannirWInspections
/Washington Regional Office
No` Caro
Natural
North Carolina Division of Water Quality Washington Regional Office Phone [phone] FAX [phone] Customer Service
Internet h2o.encstate.nc.us 943 Washington Square Mall, Washington, NC 27889 1-877-623-6748

f !v ex Soo
Sw 7
�}�-/N� /v/V96

I
DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT
GENERAL INFORMATION:
11.ProjectName: Currituck U-Stor-
ERMIT APPLICATION
WASHINGTOINW
OFFICE
NOV 2 7 1996,
D. E M.
i
2. Project Location: (County, State Road, Address) ' Box 130„ Poplar Branch,
U.S. 158'
'3. owner's Name: Ronnie J. Cooper Phone: [phone]
4. Mailing Address: P.O. Box 149
city Poplar Branch state NC Zip 27965
5. Application Date: 11 /25/96 Fee Submitted: $ 3g5,00
7. Nearest Receiving Stream: North River/Albemarle Sound class: SC/SB
S.ProjectOescription: Self service storage rental units, management
office, ancillary: parking and drive aisles.
II. PERMIT INFORMATION vStsB �- �C �"'j 3 ��• 6►' /
1. Permit No. (will be completed by OEM) : SiI� T 96 ��I B
2. Permit Type: X New Renewal
Modification (existing permit no.)
3. Project Type: V Low Density Detention
g Infiltration Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
X Sediment/Erosion Control CAMA Major 404 Permit
III. PROJECT BUILT UPON AREA
Drainage . Drainage
Basin Basin
Classification SB/SC
Allowable Impervious 30%
Total Project Area 133,598 SF
Proposed Impervious 48,663 SF
e Impervious Area 36.4%
Breakdown of Impervious Areas
Buildings 15,866 SF
Roads Included in parking
Parking 31,856 SF
other Sidewalk - 941 SF
Totals 48,663 SF
u

X
IV. STORMWATER TREATMENT (Describe how runoff will be treated):
Runoff is conveyed to existing, w@11 Vegetdtej cvnles wharanpn;+
travels several thousand feet prior to entering"a wooded, marshy area
west .of the'project site.
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the Bale of any lot.
OWNER'S CERTIFICATION
I, Ronnie J. Cooper certify that the
(Please print name clearly)
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my
AUTHORIZED AGENT
Person or Firm Name: �F1B.E0_B.N1dNCF FNG.TNFFRTNG
Mailing Address: P.O. Box 2004
City Kill Devil Hills state NC zip 27948
Phone: [phone]
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

ROBERT J STEWART, JR.,'P E.• .;
Civil Engineer- NC & VA Registration
• ��"�/����'�/Infrastructure Design&
Construction Management & InsibectionsEK�^�i/MHN"LSite Planning & DevelaP'ment.
C((� Structura/Ana/ysis
=PO. BOX2004 KILL DEVIL HILLS, NC27948 • [phone]/PHONE • (919) 441-10071FAX
November 25, 1996:
RECEIVED
.'MSI'i INOTN OFFICE
Mr -Bill Moore .' . 2 '1996
NCDEI-tNR Division of Environmental Management NOV '
1424.Carolina Ave.
Washington; NC 27889 . D: E M
Re: Stormwater Management Permit Application, Currituck U=Stor-lt, Poplar Branch; NC.
Engineer's Project No: 96239. ".
Dear Bill;
` Enclosed, you will find the StormwaterManagement Permit,Application package as referericed:above.
This submittal is,somewhat'Unusual in that the project is essentially complete. The owner was -not aware ofthe
requiremenrof obtaiI Sedimentation and -Erosion Control_Plan and Stormwater, Management Plan approvals,
" since the original project scope was less than'one,acre in.size..-The adjacent property; which is under separate
ownership; was incorporated inorder,to; obtain fill, material. This resulted in the total project scope being of a
magnitude that does require Sedimentation and Erosion Control'and Stormwater Management Plans.
.The measures intended for stormwaterrrianagement,include routing flow from -rooftops and paved areas
across grassed areas in sheet flow, thence to shallow vegetative'swales The existing swales which are receiving
the runoff water are very, well established; have side slopes of.l .to,3_ or shallower and are very shallow with
. • respect to gradient.- ,Therefore, they should serve asyery effective filtration devices:'The length of these swales
available on' site for filtration of the stormwater runs from approximately 125' at the minimum to in excess of
I,000' at a maximum: In;summary, my- site; reconnaissance, has made it apparent that the owner has'constriicted ' _
his project,in a very responsible fashion and fias placed'considerable emphasis on'erosion and sedimentation
prevention and effective storrnvWer treatment. In fact, if this was my.design originally;;I would have trouble
making improvements on what the owner tias'done" Please advise if you have any questions or,concerns
regarding this'plan or'if there is any action on my part which -may facilitate the review and approval thereof...
Thank you very much•for• your cooperation and assistance, l remain available.for discussion at your. convenience .
Very best regards,'
PERFORMANCE ENGINEERING
Robert J. Stewart, Jr.,
cc:.Mr. Ronnie J. Cooper
RJS/Is '

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PERFORMANCE ENGINEERING
P.O. BOX 2004
KILL DEVIL HILLS, NC 27948
PHONE: [phone]
FAX: [phone]
RECEIVER
WASHINGTON OFFICE
NOV 2 7 1996
LETTER OF TRANSMITTAL
D. E. M-
DATE: 11/25/96
TO: MR. BILL MOORE
OF: NCDEHNR - DIVISION OF ENVIRONMENTAL MANAGEMENT
RE: CURRITUCK U-STOR-IT, POPLAR BRANCH, NC
WE TRANSMIT THE FOLLOWING:
i
3 COPIES OF SITE PLAN, DATED 11/25/96.
CHECK # 2733 IN THE AMOUNT OF $ 385.00 FOR APPLICATION FEE.
1 STORMWATER MANAGEMENT PERMIT APPLICATION.
1 TRANSMITTAL LETTER, DATED 11/25/96.
I
CC: MR. RONNIE J. COOPER

.. •ROBERT J.STEWART, JR.,, P E • • " _ ;
Civil Engineer- NC & VA Registration' :
PERFORMANCE n nsstrucfure Design Al nt & Inspections
Construction Management B inspections
Site Planning & Development
ENGINEERING Stiuctural'Analysis
PO. BOX 2004 .KILL DEVIL: HILLS, NC 27948.-[phone]/PHONE • (919) 441=1007/FAX
December 4; 1996 WASH Ncrorv�CE "
Mr. Bill Moore DEC 0
6` 1996
NCDEHNR - Division of Environmental Management" .
1424 Carolina Ave: D. E M;
Washington, NC 27889
Re: Cumtuck U-Stor=lt, Stormwater Management Permit Application. - •;
Engineer's Project IVo. 96239.
Dear Bill; ,
Enclosed�you. will find copies. of photos that 1 took om11/30/96 at the site of the above
referenced•prolect: `I am sending you the photos to•help illustrate the'general:as=built condition -
and to emphasize the rather fortuitous'nature of the existing.swales:that surround the sit6. The
property owner has obviously.placed a good deal of emphasis on proper construction of drainage
facilities and, as.the'material.in the previously submitted application package iiidicates,.the "
construction appears.to be'in substantial conformance with the cnteria,of your department.
'Please contract me;if you have questions or concerns. arising "from4your review of the application
and especially if I can pro%ide,any additional inf nn' ation,or documentation which will facilitate ,
the review of the permit application. Thank you very much,fot your assistance.'. I remain
available for.discussion at your convenience
Very best regard's,
t f:l
PERR�FOf�RMAN�C�E ENGINEERING
Robert J."Stewart, Jr:, P.E.
J
cc: Mr, Ronnie Cooper
RJS/Is

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RORERT ✓. STEWART, JR., P.E.
Civil Engineer - NC & VA Registration
PERF®�S9/°.,� J� ICi /�L� Construction
Design R Cenili sp6ct
ktlL— ®!}�d7Y� itf3'i�/LIId�LJ�AII� �\G7/ 6M_.'.' ConsVuclion Management & Inspections
en ism ilf�Qin I: Structural
Planning l Development
SVucNrel Analysis
11/30/96
P.O. BOX2004 • KILL DEVIL HILLS, NC 27948 • [phone]/PHONE • [phone]/FAX
ON SITE PHOTOGRAPHY
1. VIEW OF HIGHWAY SWALE, TAKEN FROM NORTH ENTRANCE LOOKING SOUTH.
2. VIEW OF SWALE UNDER CONSTRUCTION, ALONG EAST SIDE OF IST BUILDING.
3. VIEW OF NEW SWALE AT SOUTH FENCE LINE, LOOKING EAST TOWARD HIGHWAY 158,
LOCATION AT DIAGONAL JOG IN PROPERTY LINE.
4. VIEW FROM SAME LOCATION AS #3, LOOKING TOWARD NORTHWEST.
5. VIEW FROM SOUTHWEST CORNER LOOKING NORTH ALONG PROPERTY LINE SWALE.
1
6. VIEW FROM NORTHWEST CORNER LOOKING EAST ALONG SWALE BETWEEN STORAGE
FACILITY AND ADJOINING PARCEL WHICH WAS CLEARED TO OBTAIN FILL MATERIAL.
7. VIEW FROM WEST EDGE OF STORAGE FACILITY LOOKING EAST TOWARD 158 ALONG
SWALE SHOWN IN #6.
8. VIEW FROM SOUTH ENTRANCE LOOKING IN NORTH WEST DIRECTION'ACROSS RECENTLY.
SEEDED CLEARED PARCEL.