SW8060407_HISTORICAL FILE_20060512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�Q�fY'U�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
f� HISTORICAL FILE
C
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
S i'�
WYYMMDD

STORMWATER DIVISION CODING SHEET
PERMIT NO.
DOC TYPE
❑ FINAL PERMIT
❑ MONITORING REPORTS
❑ APPLICATION
❑ COMPLIANCE
❑ OTHER
DOC DATE
❑
YYYYMMDD

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
[phone]
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: IS 2— 0 4
To: a
CO:
FAX #: Sio- 30 -
REMARKS:
# pages (excluding cover) 7
From: 'mow
Division: SWP
FAX#: [phone]
127 Canlinal Drive Extension, Wilmington, N.C. 28405-3845'IUephone [phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

i-0 S
* * * COMMUNICATION RESULT REPORT ( MAY.12.2006 18:57AM
FILE MODE OPTION
---------------------------
633 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
------ 93439604
/ TIT
RESULT
OK
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
P. 1
DENR WIRO
PAGE
-----------
P. 8/8
State of North Carolina
Department of Enviro=ent and Natural Resources
Wilmington Regional Office
[phone]
Michael F. Easley, Govemor William G. Moss Jr., Secretary
FAX COVER SHEET
Date: IS—
To:�
CO:
FAX #: R�—V3 •4 ¢`
as s:
# pages (excluding cover) 7-
From: ;�.�
Division: SWx'
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] FAX[phone]
An Equal Opport4gity Affirmative Action rmpinyer

State Stormwater Management Systems
Permit No. SW8 060407
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
Robert M. High and Robert High Properties, LLC
Coastal Mini Storage of South Brunswick
Brunswick County
FOR THE .
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules")
and the approved stormwater management plans and specifications and other
supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 11, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 298,365 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 27,460 square feet.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060407
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design conditions:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfyes, ft2:
OS Buildings, ft
OS Streetslparki�g, ft2:
OS Sidewalks, ft
OS Future Lot @ 75%, W.
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL
g. Permanent Pool Surface Area, ft2
h. Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3
I. Receiving Stream/River Basin
M. Stream Index Number:
n. Classification of Water Body:
11. SCHEDULE OF COMPLIANCE
9.33
406,415
None
298,365
142,145
128,615
145
27,460
1.0
7.5
90%
43.75
23,470
27,208
44.85
2.0" O pipe
18,990
Little Caw Caw Swamp 1 Lumber
15-23-1
"C; Sw"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060407
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. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 113 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
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 permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060407
13. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 11 day of May 2006.
NORTH ROLiNA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060407
Coastal Mini Storage of South Brunswick
Stormwater Permit No. SW8 060407
Brunswick Count
Designer's Certification
Page 1 of 2
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of, my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060407
Page 2 of 2
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The 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 Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 7 of 7

NORRIS, KUSKE &TU NSTALL
CONSULTING ENGINEERS,
April 28, 2006
Mr. Paul T. Bartlett, PE, Environmental Engineer
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
INC.
Re: Stormwater Project No. SW8 060407 — Additional Information
Coastal Mini Storage — South Brunswick
Brunswick County
NKT Project No. 05080
Dear Mr. Bartlett:.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, PE. of Counsel
J
Pursuant to your letter dated April 18, 2006 we have complied with information as
requested and enclosed 2 sets of revised plans.
UA. Permanent pool volume is 92,394 (pond & forebay).
The original initialed page 2 of supplement is enclosed.
3 The bottom elevation for the pond is 36.25
The plans have been revised.
4. A note has been added to C- that a pump will be provided for
maintenance and draining of the and in emergencies.
We trust the foregoing is the information you requested and look forwardto a favorable
response. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
John S. Tunstall, P. E.
JSTljmc .
050BO 04-24-06-s-sw Itr
Enclosures
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

t 4
FILE-MODE
099 MEMORY TX
* * COMMUNICATION RESULT REPORT ( APR.16.2006 11:36AN ) * * * P. 1
OPTION
TTI NCDENR WIRO
ADDRESS (GROUP)
--- ----------------
------ -------------- RESULT___ PAGE ----------- ____ __
3439604 E-3)3]3]3)3) --p- 0i3
REASON FOR ERROR-----------
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
Awl, -
"', kz��'a�
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
I
Date: 4/18/06
To: John Tunstall
Company: NKT
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: , 3 (Intl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060407
Project Name: Coastal Mini Storage of South Brunswick
MESSAGE:
John,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. High, and a copy will be mailed to you.

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 4/18/06 No. of Pages: 3 (Incl. Cover)
To: John Tunstall From: Paul Bartlett
Company: NKT Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060407
Project Name: Coastal Mini Storage of South Brunswick
MESSAGE:
John,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. High, and a copy will be mailed to you.
4r
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060407.apr06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

o�0� w a r�RQ,✓
April 18, 2006
Mr. Robert M. High
Robert High Properties, LLC
5725 Oleander Drive, #E-7
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 060407
Coastal Mini Storage of South Brunswick
Brunswick County
Dear Mr. High:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, Y.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Coastal Mini Storage on April 6, 2006, A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the
stormwwater review:
t/ 1. Please clarify the permanent pool volume. It appears that only the main bay
vo u af 73,404 cu ft is listed in the supplement. The forebay calculations list
230ft (main bay plus forebay).
L'/�. �} Please provide an original, initialed page 2 of the supplement.
ZPlease clarify the bottom elevation for the pond. Drawl's C-1, C-2, and C-3
illustrate 36.0' and the supplement and calculations li 36�
V.2j�
P�
4. add a mote to the pond outlet structure detail on Drawing C�that a pump
Vlease
ill be provided for maintenance and draining the pond in emergencies.
(1TO
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to April 26, 2006, 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 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.
tNo[thCarolina
J1 atura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: +ruu.ncwaterqualih.orn Fax [phone]
An Equal OpportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper

Mr. Robert M. High
April 18, 2006
Stormwater Ar)olication No. SW8 060407
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].
Since ely,
i" -
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120061060407.apr06
cc: John S. Tunstall, P.E., Norris, Kuske & Tunstall Consulting Engineers, Inc.
Paul Bartlett

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Page 1 of 1
North Carolina
Elaine F. Marshall D E PARTM E NT OF THE
Secretary SECRETARY OF STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 4/18/2006
Click here to:
View Document Filings i
Print apre-populated Annual Report Form i Annual Report Count i Fil
an Annual Report
Corporation Names
Name . Name Type
NC Robert High Properties, Legal
LLC
Limited Liability Company Information
SOSID:
0697822
Status:
Current -Active
Date Formed:
11/6/2003
Citizenship:
Domestic
State of Inc.:
NC
Duration:
12/31/2053
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address
Principal Mailing Address
High, Robert M.
5725 Oleander Drive Suite E 7
Wilmington NC 28403
5725 Oleander Drive. Suite E 7
Wilmington NC 28403
5725 Oleander Drive Suite E 7
Wilmington NC 28403
5725 Oleander Drive Suite E 7
Wilmington NC 28403
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemfd=5713722 4/18/2006

pF.enR7,t�
t a
LIMITED LIABILITY COMPANY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Rohert High Properties, L I.0
STATE OF INCORPORATION: NC
SECRETARY OF STATE R.L.I...P. ID NUMBER: 0697822
NATURE OF BUSINESS: Pr•opertyManagement
REGIST'ER1-D AGENT: IIigh, Rohert M.
REGISTERED OFFICE MAILING ADDRESS: 5725 Oleander Drive Suite E 7
Wihnington, NC 28403
SOSI D: 0697822
Date Filed: 5/2/2005 12:28.011 PM
Elaine F. Marshall
North Carolina Secretary, of State
2005 122 00675
FEDERAL EMPLOYER 1D NUMBER:
REGISTERED OFFICE STREET ADDRESS: • 5725 Oleander Drive Suite E 7
Wibnington, NC 28403 New Hanover County
SIGNATURE OF THE: NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELGPI ]ONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS: 5725 Oleander Drive Suite E 7
Wilmington, NC 28403
PRINCIPAL OFFICE STREET ADDRESS: 5725 Oleander Drive Suite F_ 7
Wilmington, NC 28403
MANAGERS/MEMBERS/ORGANIZERS
Name:
Name:
Name:
Title:
Title:
Title:
Address:
Address:
Address:
City:
City:
City:
State: . Zip:
State: •Zip:
State: Zip:
CERTIFICATION OF ANNUAL REPORTMUSUBE COMPLETED BY ALL LIMITED LIABILITY COIvMAN1ES
FORM MUST BE SIGNF, Y A MANA WMEMBER DATE
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FRri $200 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
OF
ROBERT NIGH PROPERTIES, LLC
SOSID: 697822
Date Filed: 11/6/2003 12:08:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200330800081
Pursuant to §57C-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.
The name of the limited liability company is: ROBERT HIGH PROPERTIES, LLC.
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: December 31, 2053,
3. The name and address of each person executing these articles of organization is as follows:
W. TALMAGEJONES, ORGANIZER
P.O. DRAWER 2178
WILMINGTON, NC 28402
AMY R. THOMP,50N, ORGANIZER
P. O. DRAWER 2178
WILMINGTON, NC 28402
4. The street address and county of the initial registered office of the limited liability company is:
Number and Street: 5725 Oleander Drive, Suite E-7
City, State, Zip Code: Wilmington, NC 28403 County: New Hanover
5. The mailing address, if different from the street address, of the initial registered office is: the
same as stated above.
G. The name of the initial registered agent is: ROBERT M. HIGH
7. Principal office information: (Select either a or bj
a. ® The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street: 5725 Oleander Drive, Suite E-7
City, State, Zip Code: Wilmington, NC 28403 County: New Hanover
The mailing address, if different front the street address, of the principal office of the corporation is: the
same as stated above.
b. 0 The limited liability company does not have a principal office.

Check one of the following:
(i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
x (ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing.
2 L, 1
This is lh�3a day of DL-to 6cY
$ i %W tj)kohcnHighPropertical.L"rticic.qltt7rgalliza 6011. wyd
2003.
AM R....T OMPSON, OR ANIZE

... LIMITED
LIABILITY COKPA.NY
ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY. Robert High Properties, LLC
STATE OF INCORPORATION: NC
SOS I D: 0697822
Date Filed: 2/10/2005 9:55:00 AM
Elaine F. Marshall
North Carolina Secretary of State
2005 024 00006
SECRETARY OF STATE L.L.C. 1D NUMBM- 0697822 FEDERAL E aLOYER ID NUM ER: 74, - (Y G, 8%
NATURE OF BUSINESS:-?,.P&' i y 1 r `"
REGIMRE,D AGENT: High, Roberl rid.
REGISTERED OFFICE MAILING ADDRESS: 57A Gkoumckr -Dr Se. G 1
,U)JIming-for) NC a8qo3
REGISTERED Oi•T10E STREET ADDRESS: 5725 Oleauler Drive Since E 7
Wbninglon, NC 28403 Cotmi)c New Hanover
SIGNATURE OF THE NEW REGISTERED AOWr:
SIONATURE CONSMUTF.S CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER: 9 I a'7RD 'g490
PRINCIPAL OFFICE MAILING ADDRESS: 5725 Oleander Drive Suite .E 7
Wibntngton, NC 28403
PRINCIPAL. OFFICE STREET ADDRESS: S725 Oleander Drive Suite E 7
Wilmington, NC 28403
MANAGERS/Wl.-MERSIORGANIZERS:
NanRl:'R46e1'•t M. 4151,
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Nmne:
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Title:
Address:$ I3 -rn 11& Vt@uJ DrAddress:
Address:
City: (L)y(rnmcj+0n
City:
Oily:
Stare.t4CZip: a$e{03,
State: Zip:
State: Zip:
CEkTmcATION OF ANNuA L REPORT MUST BE COMPLfs'TED By ALL umnED LiABILITYY COWANWS
PO ST BE SIGNED BY A MANAOERIMEMBER DATE
7
Manalyeff, mbaC
PE UR PRINT NAME TYPE OR PRINT TnU
ANNUAL REPORT FM M0.00 MAIL TO: Sersetuy olStm • C=watiam MvWon • Pat OiSicn B" 29373 • Ralaig, NC Z767"525
IIIIgIIIIW IIItIIIIIINIIq &IIIIINIIIIIMII�IM

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NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS,
April 5, 2006
Mr. Cameron Weaver, Express Review Coordinator
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Express Review Submittal
Coastal Mini Storage — South Brunswick
Grissittetown, NC
NKT Project No. 05080
Dear Mr. Weaver:
INC.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) set of calculations,
one (1) copy of the stormwater narrative, the original Division of Water Quality
Stormwater Management Permit application, the original SWU-102 supplement form,
and a $4,000 check for the express permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
& I . ja.,n'�2A�V
J hn S. Tunstall, P. E.
JSTljmc
05060 04-05-06-s-sw express-Itr
Enclosures
APR ' 8 ZU06
64
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

K03/02/2006 THii 12:05 FAX [phone] Norris, ushe, Tunstall -� It 2001/008
��--) A77A
rklaNCDENR
North Carolina Departrnent of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]�
N KT #05080
Request for Express Permit Review �D �r✓��
FILL-IN all information below and CHECK required Permit(s)_
FAX or email to Cameron. Weaverftcmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A-M. of the review date, unless prior arrangements are made.
APPLICANT Name Robert High
Company Robert High Properties . LLC
Address 5725 oleander Drive #E-7 CitylState NC Zip 28403 County NH
Phone [phone] Fax 91a790-9991 Email fit h roberthi h ro erties.com
PROJECT Name Coastal Mini Storaae of South Brunswick
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) RIVER BASIN
ENGINEER/CONSULTANT John S. Tunstall, P.E._
Company Norris Kuske K Tunstall Consulting En ineers Inc.
Address 902 Market StreetCity/State Wilmington, NC25p 28401 County New Hanover
Phone [phone] Fax [phone] Email tunstall nkten .com
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream call ; Stream Name
__--_______"\ .._._ _
® SrORMWATER ❑ Low Density ]High ensity-Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gu ❑ High Density -Infiltration ❑ off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
[ELAND QUALITY Erosion and Sedimentation Control Plan with .�•-- acres to be disturbed.
1-4 1
i�
WETLANDS (401) Wetlands on Prope Yes ❑ No Isolated Wetlands on Prol
Qyes ❑ No
Check all that al�Aly Wetlands ill Be Impaled LN Yes ❑ No Wetland Impa Acre(s)
Wetlands Delineation has been completed aYes ❑ No ❑ Suffers ed: _—Acre(s)
USAC0E Approval of "Delineation completed R Yes ❑ No
404 Application in process wIUSACOE ❑Yes Mlo 1 Permit received from USACE ❑Yes ®No
401 Application required []Yes &No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DF_NR use only
SUBMITTAL DATES: Fee Split fbr multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

03/02/2006 THU 12:05 FAX [phone] Norris, Kuske, Tunstall
U002/008
0

i
03/02/2006 THU 12:05 FA1 910 343 9601 Norris, Hllske, Tustall
4 003/008
STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
COASTAL MINI STORAGE OF SOUTH BRUNSWICK
BRUNSWICK COUNTY, NORTH CAROLINA
For
Robert High Properties, LLC
5725 Oleander Drive, #E-7
Wilmington, NC 28403
[phone] p
[phone] f
March 2, 2006
Prepared by:
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone] p
[phone] f
E-mail: [e-mail]
NKT Project No. 05080

03/02/2006 THU 12:06 FAX [phone] Norris, Kuske, Tunstall
4 004/008
STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
COASTAL MINI STORAGE of SOUTH BRUNSWICK
BRUNSWICK COUNTY, NORTH CAROLINA
DESCRIPTION:
The site is located approximately 2 miles
lightly vegetated and the
The new development will consist of construction of new Mini Storage Facifity.
Approximately 8.5 a&res_will be disturbed by the construction work
STORMWATER MANAGEMENT MEASURES:
The project site is located in Brunswick County. Land disturbing on the site will exceed
one acre, which requires the site to comply with the State and Brunswick Coun
Stormwater Regulations. The stormwater runoff from the development will be directed
to the stormwater detention pond. The stormwater detention pond was designed to
accommodate this site and the future developable lot at 75% impervious_arreea lot
coverage.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion
control measures. Silt fencing will be provided along each side of the entrance drive
where stormwater would be expected to sheet flow from disturbed areas directly to
adjacent properly. Gravel check dams will not be provided unless the Contractor has to
temporarily discharge into an open ditch instead of the proposed storm drain outfall.
The detention pond will be used as a silt basin during construction and restored to its
design contours prior to completion. A gravel construction entrance will be constructed
at the new entrance. Maintenance will be provided by the grading contractor and
developer.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and sift fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basin will be
constructed immediately after that portion of the site is cleared, and outlet structure with
protection will be installed. Disturbed areas will be landscaped or seeded upon
completion.

03/02/2006 THU 12:06 FAX [phone] Norris, Kuske, Tunstall V05/008
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be checked
for stability and operation following every runoff -producing rainfall but in no case
less than once every. week. Any needed repairs will be made immediately to
maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3_ Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier_ Silt fence stakes shall be spaced 6 feet apart unless a wire.backing is
used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1.5 ft below the low point of the embankment_ Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly_
6. The stormwater ponds will act as sediment basins and will be cleaned out when
the level of sediment reaches 2.0 ft below the top of the riser. Gravel will be
cleaned or replaced when the sediment pool no longer drains properly_

03/02/2006 THU 12:06 FAX [phone] Norris, Kuske, Tunstall
006/009
7. The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures. In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with
temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion.
8. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan .to maintain a vigorous, dense vegetative
cover.
9. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective_
10. All erosion shall be controlled including side slopes before the project is
completed_
11 Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

9
01/02/2006 THU 12:06 FAX [phone] Norris, Kuske, `iunstall
2007/008
2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3:1, unless othervAse
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be applied at a
rate of 150 gallons per ton of straw,
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainflll event or
when it exceeds a depth of 0.5 feet above natural grade.

03/02/2006 THU 12:06 FAR-410 343 9604 Norris, Kuske, Tunstall
R 008/008
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales, shall
consist of Class A or Class B erosion control stone at minimum two feet high .and three
feet thick across the watercourse, with a one foot thick layer of gravel on upstream side.
Remove sediment if accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover. Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 1/4
inch. Regrade and seed eroded areas immediately .
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specked hereinbefore. Reapply as necessary to retain cover until grass is established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such time
as the permanent roadway is constructed. Remove soil If accumulated to a depth greater
than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure_ Permanent streambank protection and grassed areas shall be maintained
until completion of the project. Areas that fail to show a suitable stand of grass or which
are damaged by erosion shall be immediately repaired.
End of Section