SW8060305_HISTORICAL FILE_20200910

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
XCPHISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-�1�
YYYYM M D D

Central Files: APS _ SWP
9/10/2020
Permit Number SW8060305
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
2.10 Individual
Primary Reviewer
Permit Contact Affiliation
steven.pusey
Coastal SWRuIe
Coastal Stormwater - 1995
Permitted Flow
Facility
Facility Name
Major/Minor Region
Gordon Road Storage
Minor Wilmington
Location Address
County
6631 6639 Gordon Rd
New Hanover
Facility Contact Affiliation
Wilmington NC 28411
Owner
Owner Name
Owner Type
Aba Mini Storage Inc
Non -Government
Owner Affiliation
Alan S. Ambrose
President
6635 Gordon Rd
Dates/Events
Wilmington NC 28411
Scheduled
Orig Issue App Received Draft Initiated
Issuance Public Notice Issue Effective Expiration
4/12/2006 6/25/2020
9/10/2020 9/10/2020 4/12/2028
Regulated Activities
Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name
Streamindex Number Current Class Subbasin

Burd, Tina J
From: Burd, Tina J
Sent: Monday, July 13, 2020 2:50 PM
To: [e-mail]; [e-mail]
Subject: SW8 060305 - Gordon Road Storage
The Wilmington Regional Office of the Division of Energy, Mineral and land Resources (Stormwater Section) accepted
the Stormwater Permit Application and $505.00 fee for the subject project on June 25, 2020. The project has been
assigned to Steven Pusey and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: pr pr Z Date Delivered to WIRO: fko
Project County/Location: Z10BIMS Received/Accepted Date: Z Z L)
Rule(s): �2017 Coastal �2008 Coastal ®1995 Coastal BIMS Acknowledged Dates: 13 Z fl
Phase II Universal 01988 Coastal
Permit Action: New
@ELD
Minor Mod / Renewal
Permit Type: / LID Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial Residential / Other
Subdivided?: Subdivision or Ingle L
Permittee Type & Documents Needed:
Property Owner(s) Purchaser Lessee
Viable? Viable? Viable?
Deed OPurchase Agmt Lease
IoNot Subdivided: Deed
Subdivision: Common Area Deed
New Permit #z:
}Existing Permit #: Sw 0 G D? d5'
Expriation Date3:
moffsite to SW8:
Lot is in Master Permit?
MPE Cert on File?
1:1HOA El Developer
Viable? Viable?
Election Minutes
Paperwork
Application
Fee: $505 (within 6moJ Check#(sJ: �No Fee
Supplement' (1 new form or for older forms: 1 original per SCM)
OO&M2
Soils Report (lnfil or PP)
®Calculations (signed/sealed)
Deed Restrictions, if subdividedz
Project Narrative
MUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
PE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
lEnter BIMS Acknowledged Date on this Sheet
zFor New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3if w/in 6 months and they are requesting a mod, STOP. Needs a renewal first.
EMAILED ENGINEER DATE: Comments:
REVIEWER NAME: STEJ
G:WQ\\\Reference Library\Procedures\Checklists\Compieteness Review Checklist_2020 0131

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 2840I
Phone: [phone] • FAX: [phone]
March 30, 2020
NCDEQ
Division of Energy, Mineral and Land Resources
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Kelly Johnson
Re; Gordon Road Storage
Permit No. SW8 060305
TE 05130
Dear Kelly:
��
E
MAID 31 2020
:r
We are requesting a permit modification and renewal to existing stormwater permit
No. SW8 060305 for the Gordon Road Storage project. Enclosed please find the following
items for review:
• 2 sets of revised plans
• 2 $505 checks
• Narrative
• Stormwater modification application — one original and one copy
• Operation and Maintenance Agreement
• Calculations
• Secretary of State info.
• Copy of the Deed
• Permit Renewal Application Form — one original and one electronic
• Engineer's Certification
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tr p Eng' eerin C.
Phillip G. ipp,
PGT:dcb
Enc.

March 30, 2020
Stormwater Narrative
Gordon Road Storage
New Hanover County, NC
TE 05130
Gordon Road Storage is an existing mini -storage facility located on 4.07 acres at 6631
Gordon Road, Wilmington. The site will is high -density with stormwater treated by wet
detention. The project originally proposed 4.07 acres will contains 76,675 sf of building,
32,232 sf of asphalt, and 293 sf of concrete for a total built upon area of 109,200 sf or
61.6%. This modification provides for the addition of 440 sf of concrete sidewalk, which
brings the total built upon area to 109,640 sf or 61.8%.
The wet detention basin is sized for 1" with 2 to 5 day draw down and 2, 10, and 25-year
pre -post requirements. The pond is also checked for the 100-year storm and provided an
emergency spillway if the main outlet is blocked. The main out -flow is routed to an
existing drop inlet in the NCDOT right of way of Gordon Road. The emergency spillway
overflows to Ogden Park Drive. Runoff will be routed to Smith Creek (18-74-63),
Classification C;SW.
IaE(CEdVE-
JUN 2 5 2020
BY:

3
G15TAPT 70N AgKiTEA 05 DEEDS
FOR ; H
3114
",
505�1 pG:172-175 FF�
1�1081 I Tp3M
So g4ENUE STAMPS
WARRANTY DEED
i���pflu��¢e�mH
Prepared by: MURCHISON, TAYLOR & GIBSON, PLLC
16 North Fifth Avenue, Wilmington, NC 28401:
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER Parcel Numbers:R04300-003-030-000
and R04300-003-031-000
THIS DEED, made and entered into this S O'Aday of ztlij 2006, by
and between WILLIAM A. AMBROSE and wife, ANNETTE B. AMBRO E (herein called
"GRANTOR"), and ABA MINI -STORAGE, INC., a North Carolina corporation, whose
mailing address is 1110 Merchant Lane, Carolina Beach, NC 28428 (herein whether one or
more, called "GRANTEE");
WITNESSETH:
The GRANTOR, for and in consideration of the sum of Ten Dollars ($10.00) and
other valuable considerations to it in hand paid by the GRANTEE, the receipt whereof is hereby
acknowledged, has bargained and sold, and by these presents does hereby bargain, sell and
convey unto GRANTEE, their heirs and assigns forever, all of that certain real property located
in New Hanover County, North Carolina, being more particularly described on Exhibit A
attached hereto and incorporated by reference herein.
TO HAVE AND TO HOLD the above granted and described property, together
with all and singular, the rights, privileges, easements, tenements and appurtenances thereunto
belonging, or in anywise appertaining unto the said GRANTEE, its successors and assigns, in fee
simple, forever.
And the GRANTOR, for itself, its successors and assigns, does covenant to and,
with the said GRANTEE, its successors and assigns, that GRANTOR is seized in fee of the
above granted and described property; that it has good right to sell and convey the same in fee
simple; that the same is free and clear from any and all restrictions, easements or encumbrances
except those set forth above; and that it and its successors and assigns shall warrant and defend
the title to the same against the lawful claims and demands of any and all persons whomsoever.
Prepared By $ Return
67056 To: MTG, PLLC
JUN 2 5 2020

,i
IN TESTIMONY WHEREOF, the said GRANTOR has caused this instrument
to be executed the day and year first above written.
(SEAL)
LLIAM A. AMBROSE
�c �_ (;L (SEAL)
ANNETTE B. AMBROSE
STATE OF NORTH CAROLINA
COUNTY OF !led A41not&C
I, ^A2J229 a K �&0A a Notary Public for said County and
State, do hereby certify that WILLIAM A. AMBROSE and wife, ANNETTE B. AMBROSE,
personally appeared before me this day and acknowledged the due execution of the foregoing
instrument.
WITNESS my hand and official stamp or seal, this �4 day of
2006.
` ``rp►tuutt�trrrrri
Notary Public
i
Qr Qs
My Commission Expires:'�,oY�Ry 1
=z:
'� y`pU9LtG
" DER'
1110
67056

r�
EXHIBIT A
TRACT E:
BEGINNING at a stake in the northeastern edge of Gordon Road (which said road connects
Highway #30 and 440, via the Aviation Field) 3,210 feet Southwardly, as measured along the
said northeastern edge of said road from the center of the culvert across the said road in the run
of Big Gum Branch; running thence from the said Beginning, along said road, South 56 degrees
10 minutes East 150 feet to a stake; thence North 33 degrees 50 minutes East along the dividing
line between Tracts 9 and 10, a distance of 594 feet to a stake in the eastern line of the Thomas
Howe patent; thence North 02 degrees 10 minutes West with the said eastern line of the Howe
patent 258 feet to a stake; thence South 33 degrees 50 minutes West 800 feet to the point of
Beginning; the same containing 2.40 acres, more or less, and being known as Tract 9, having the
Tax Parcel Identification Number R04300-003-030-000, and being the same lands described in
the deed recorded in Book 2804 at Page 642 in the New Hanover County Registry.
TRACT TWO:
BEGINNING at a stake in the northeastern edge of Gordon Road (which said road connects
Highway #30 and #40, via the Aviation Field) 3,360 feet Southwardly, as measured along the
said northeastern edge of said road from the center of the culvert across the said road in the run
of Big Gum Branch; running thence from the said Beginning, along said road, South 56 degrees
10 minutes East 150 feet to a stake; thence North 33 degrees 50 minutes East along the dividing
line between Tracts 10 and 11, a distance of 382 feet to a stake in the eastern line of the Thomas
Howe patent; thence North 02 degrees 10 minutes West with the said eastern line of the Howe
patent 258 feet to a stake; thence South 33 degrees 50 minutes West 594 feet to the point of
Beginning; the same containing 1.60 acres, more or less, having the Tax Parcel Identification
Number R04300-003-03 1 -000, and being the same lands described in the deed recorded in Book
2804 at Page 644 in the New Hanover County Registry.
Tracts One and Two are subject to New Hanover County ad valorem taxes, all easements, rights
of way and restrictions of record, all governmental land use and environmental statutes,
ordinances and regulations including zoning, subdivision and building regulations, and other
encumbrances of record.
67052

4
EN
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
•»r++++w+�e+r+err►r+rrrw+ar+r+r,t+rr+�+.R►wwt++y r+r*w�►++wtt►wrr++rnr r++++rr++r�r++r+++,rr+++++a++++++,t++rx+r+r++*++rr+�►t+enr++++r
Filed For Registration: 07114/2006 11:20:21 AM
Book: RE 5051 Page: 172-175
Document No.: 2006039916
DEED 4 PGS $20.00
Recorder: NELSON, JACQUELINE
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING.
*2006039916*
2006039916

- 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 a Pre -Populated Annual Report form - Print an Amended a Annual Report form
Business Corporation
Legal Name
ABA MINI -STORAGE. INC.
Information
Sosld: 0444303
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/8/1997
Fiscal Month: December
Registered Agent: Ambrose, William a
Addresses
Mailing
6635 Gordon Rd
Wilmington, NC 28411-8463
Officers
President
Alan S. Ambrose
903 Radnor Rd.
Wilmington NC 28405
Stock
Class.. COMMON
Shares: 100000
Par Value 1
Principal Office
6635 Gordon Rd
Wilmington, NC 28411-8463
Secretary
Annette Ambrose
7324 Cotesworth Drive
Wilmington NC 28411
Reg Office
6635 Gordon Rd
Wilmington, NC 28411-8463
Vice President
William A. Ambrose
7324 Cotesworth Dr.
Wilmington NC 28411
E(C trzP%gm
MAR
r.yf
Reg Mailing
6635 Gordon Rd
Wilmington, NC 28411-8463
r'' I
JUN 252020
BY.,

2/25/2020
PGT
Total Drains a Area
s . ft. acres
177,289 4.07
Impervious Area
Land Use
s , ft.
acres
Buildings
76.675
1.76
Concrete
733
0.02
Streets
32,232
0.74
Total
109,640
2.52
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 600 ft.
change in Height (H) = 3.5 ft.
Tc _ (L' IH)'J" 1128
7.80 min.
Flow for 2 year, 6 hour Storm (Q2):
QPRE - (CPRE) x (110) x (Area)
5.98 cfs
()POST = (CPosT) x (Ito) x (Area)
= 16.51 cfs
soit Stor a uaRacity for z year storm:
CN = (98)(% imp.) + (60)(1% imp.)
= 84
P = 3.30 in, for2yr, 6 hr storm
S= 10001CN-10
= 1.90
Depth (0)= [P-(0.2)(S)]2I IP+(0.8)(S)1
= 1.77 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)f 1 Q2 POST
18.94 min,
Detention Pond Design:
Pond Size
Elevation
ft,
Surface Area
(sq. ft.
Normal Pool
41.60
8,111
Flood Pool
42.80
10,640
Top of Bank
46.50
18.436
Bottom of Pool
36.60
150
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) 12]
x (F.P. elev. - N.P. elev.)
= 11,251 cu. ft.
Gordon Road Storage
Stormwater Calculations
impervious = 0.618
= 61.8%
say 61.8%
CPRE = 0,25
CPosT = (% imp.)(.95)+(1-% imp.)(.25)
0,69
12 = 5.88 in/hr
110 = 6.30 in/hr
Flow for 10 year, 6 hour Storm (010)
QPRE - (CPRE) x (125) x (Area)
6,41 cfs
QPosT = (CPosT) x (125) x (Area)
17.69 cfs
Sou Storage uapacay Tor i0 year Storm:
CN = (98)(% imp.) + (60)(1% imp.)
84
P = 4.82 in, for 10 yr, 6 hr storm
S = 10001CN - 10
1.90
Depth (0)= (P-(0.2)(S)]2 I [P+(0.8)(S)]
= 3.11 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] IQ, ��7771
31.08 min.
State Surface Area Requirement at normalpool:
Pond side slopes = 3 A
Depth below N.P. = 6 ft.
SAIDA = 0.0350
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SAIDA) x (Total Drainage Area)
6,205 s . ft.
State Volume Required for Storaoe of first 1" of runoff
�'` O�;•Q# ASS/ p �
SEAL
w
737
4
00
'R G 0 `,
Rv = .05+ .009(% imp)
0.606583
V= (Design rainfall)(Rv)(Drainage Area)
= 8,962 cu. ft.
05130
By,• � ��l
Zozo
Copy of 05130Pond 1 of 2

A
212512020
PGT
Pond Volume:
Gordon Road Storage
Stormwater Calculations
Bottom SA = 150 sq. ft,
Normal Pool SA = 8.111 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) 12] x (N.P. el. - Bottom el.)
= 20,653 cu, ft.
Forebav:
Required Volume
Vol, = 20% of storage volume
= 4,131 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st V of Stormwater,
Q = Required Vol. 1172,800 sec. (2-days)
= 0.052 cfs
Required Area of Pipe for 2-day drawdown:
A= Q 1 [Cd x SQRT(2 x g x h)]
Cd = 0.6
9 = 32.2 ft-is'
h = (F.P, elev.- N.P, elev.)12
= 0.6 ft.
A = 0.0139 sq. ft.
Diameter of Pine for 2-dav drawdown:
DIA. = SQRT[(A x 4)1 pi]
0.1331 ft.
1.60 in.
'Use: 1.25 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1% imp.)(.25)
0.69
i = 6.30 in. for a 25 yr. Storm
A = 4.07 Acres
17.69 cfs
Q= CwxLxH
H = [01(Cw x L)]ti'
Cw = 3
- 0.51 ft.
Peak elevation = Flood pool elevation + H
- 43.31 ft.
Provided Volume
Bottom SA = 609 sq. ft.
Normal Pool SA = 1,999 sq. ft.
Vol. _ [(N.P, SA + Bottom SA) 1 2] x (N.P. el. - Bottom el.)
= 3,912 cu. ft.
depth = 3 ft,
Flow for 5-day drawdown:
for 1 st 1" of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
= 0.021 cfs
Required Area of PiRe for 5-day drawdown:
A= Q 1 [Cd x SQRT(2 x g x h)]
Cd = 0.6
9 = 32.2 ft.ls2
h = (F.P. elev. - N.P. elev)12
0.6 ft.
A = 0.0056 sq. ft.
Diameter of Pipe for 5-day drawdown;
DIA. = SQRT[(A x 4)1 pi]
- 0.0842 ft.
1.01 in.
05130
Copy of 05130Pond 2 of 2

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WIRENN
Directar
June 24, 2020
NORTH CAROLINA
Environmental Quality
ABA Mini -Storage, Inc.
Attn: Alan S. Ambrose, President
6635 Gordon Road
Wilmington, NC 28411
Subject: Permit Renewal
State Stormwater Management Permit No. SW8 060305
Gordon Road Storage
New Hanover County
Dear Mr. Ambrose:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEM.LR). All previous references to
DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are modified. Please
note that this permit will now reference DEMLR as the Division responsible for issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development approval
issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which
was current and valid at any point between January 1, 2008, and December 31, 2010. The law extended the
effective period of any stormwater permit that was set to expire during this time frame to three (3) years from
its current expiration date. On August 2, 2010, the Governor signed Session Law 2010-177, which granted an
extra year for a total of four (4) years extension.
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for Gordon Road Storage on March 31, 2020. The Division is hereby notifying you that permit
SW8 060305 has been renewed on June 24, 2020, and shall be effective until April t2, 2028, which includes
all available extensions. For your records, please find enclosed a renewed, updated, and re -issued permit and a
copy of the renewal application. Please keep this permit on file at all times. Please note that the renewed,
updated, and re -issued permit does not impose new or different terms; it merely restates some of the previous
terms to provide you with a better understanding of your obligations under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance
with the terms and conditions of this state stormwater permit. The plans originally approved on April 12, 2006
shall remain in full force and effect in accordance with the regulations set forth in Title 15A NCAC 2H.1000
effective September 1, 1995.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH).
The written petition must conform to Chapter 150E of the North Carolina General Statutes, and must be filed
with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions
regarding the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service
Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at
www.NCOAH..com. Unless such demands are made this permit shall be final and binding.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
vcxi:Y. Ginct.;rvu
4101%.7215

,�J'
State Stormwater Permit No. SW8 060305
Page 2 of 2
If you have any questions, need additional copies of the permit or approved plans, please contact Steve Pusey
in the Wilmington Regional Office, at [phone] [e-mail].
Sincerely,
Brian Wrenn, @ir for
Division of Energy, Mineral and Land Resources
Enclosures: Renewal Application Documents
DES/sgp: \\\StormwaterlPermits & Projects120061060305 HD12020 06 permit 060305
cc: Phil Tripp, PE — Tripp Engineering, PC
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 060305
E."l�jd= K91a:101Z411:KKAZZ97111:►1
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
ABA Mini -Storage, Inc.
Gordon Road Storage
6631 & 6639 Gordon Rd - New Hanover 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 Energy, Mineral and
Land Resources (the "Division" or "DEMLR") and considered an enforceable part of this
permit.
This permit shall be effective from the date of issuance until April 12, 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 109,200 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. There is no impervious area available for
future development in this permit.
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 3 of 9

State Stormwater Management Systems
Permit No. SW8 060305
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres: 4.07
Onsite, ft2: 177,289
Offsite, ft2: 0
b.
Total Impervious Surfaces, ft2:
109,200
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
6.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
41.6
g.
Permanent Pool Surface Area, ft2:
8,111
h.
Permitted Storage Volume, ft3:
11,251
i.
Temporary Storage Elevation, FMSL:
42.8
j.
Controlling Orifice:
1.25" P pipe
k.
Permitted Forebay Volume, ft3: -
3,912
I.
Receiving Stream/River Basin:
Smith Creek 1 Cape Fear
M.
Stream Index Number:
18-74-63
n.
Classification of Water Body:
"C.Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at the design
condition. 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 4 of 9

State Stormwater Management Systems
Permit No. SW8 060305
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. 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 1/8 horsepower
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. The facilities shall be constructed, operated and maintained in accordance with
the provisions of this permit, the approved plans and specifications, and the
supporting documents attached to this permit and on file with the Division.
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. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director, and
shall have received approval for modified plans, specifications, and calculations
including, but not limited to, those listed below. For changes to the project or
SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ
regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of
size including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage
area.
c. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project and/or property area as reported in the approved plans
and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing
of any component of the approved SCM(s), the stormwater collection
system and/or vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public
trails, or landscaping material to be considered a permeable surface that
were not included in the approved plans and specifications_
g. Other modifications as determined by the Director.
Page 5of9

State Stormwater Management Systems
Permit No. SW8 060305
11. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
14. 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
Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update Application Form" (available on the
Division website) to the Division within 30 days to making any one or more of the
following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee;
2. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
"Permit Transfer_ Application Form" (available on the Division website)
accompanied by the required fee and supporting documentation as listed on the
form, to the Division at least 60 days prior to any one or more of the following
events.
a. The sale or conveyance of the project area in whole or in part, except in
the case of an individual lot sale that is made subject to the recorded deed
restrictions and protective covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
3. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
4. 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.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 060305
7. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project,
in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
8. The permit issued shall continue in force and effect until the permittee files a
request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any permit conditions.
9. 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.
10. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
11. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
application, documentation and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
12. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit updated, renewed, and reissued this the 24th day of June 2020,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

-DEMUR'USE'ONLY-
U�-t Re eived Fee Paid Permit Number
3131 Jgoob I - fl 5Q5_­ 1Su7S a(oCr3C�
NC DEQ Division of Energy, Mineral and Land Resources [[��j'� (•{�j-��--p7}�� �----_
I.iw.n � L'�w�n i� �� r. Mir 1.
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM �' i
-� ►� r
In accordance with 15A NCAC 2H.1045(3), the current permit holder shall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB 781)
Section 60.(c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1. State Stormwater Permit Number: SW8 060305
2. Project name: Gordon „Road Storage _
3. Project street address: 6635 Gordon Road
City: Wilmington County: New Hanover
ZIP: 28411
4. What, if any, changes have been made to the project as permitted? Additional 440 sf of concrete
If the project has changed from the original approved plans, please complete SWU-101 for a Major
Modification or Minor Modification Application form available at: https./1deq.nc.gov/about/divisionslenergy-
rnineral-land-resourceslenergy-mineral-land-rules/stormwater-programlpost construction.
B. PERMITTEE INFORMATION
If changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at: https_//dec[.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-ruleslstormwater-program/post-construction. State Stormwater Permits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: ABA Mini -Storage, Inc
2. Signing Official's Name: Alan S. Ambrose
3. Signing Official's Title: President
4. Mailing Address: 6635 Gordon Road
City: Wilmington State: NC ZIP
28411
5. Street Address: 6635 Gordon Road
City: Wilmington State: INC ZIP
28411
6. Phone: [phone] Email: waambrosel [e-mail]
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018

C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORW). Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
1. A permit application processing fee of $505.00 payable to NCDEQ.
} 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — a above authorizing the
signature of another entity.
3. One hard copy and one electronic copy of recorded documents required by the original permit that
have not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
4. 0&M Agreements, Please select one:
® I have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded 0&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
5. Designer Certifications, Please select one:
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC):
Provide one hard copy and one electronic copy of documentation from the NC Secretary of State,
or other official documentation, which supports the titles and positions held by the persons listed in
Section C.2 per 15A NCAC 2H. 1043(3)(b).
https://www,sosnc.gov/online serviceslsearchlb title/ Business Registration
nECEIVE[
�j MAR 31 NO
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018

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D. PERMITTEE'S CERTIFICATION
i, Alad ,s ,Ad2c P , the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership, All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: Date: 3
NOTARIZATION:
I, up1Ua (s taiz�1 , a Notary Public for the State of
Lky ro earnll)A' _ County of &hL _ , do hereby certify
that A personally appeared before me
this the day of _ 4 a6{h __ 20, and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires
C.
�pTAR�-
AUBL�G
ECEIVE�.
MAR 31 2020
�r•
Stormwater Permit Renewal Application Form Page 3 of 3 May 11, 2018

NIJ
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Central Files: APS _ SWP _
6/24/2020
Permit Number SW8060305 Permit Tracking Slip
Program Category Status Project Type
State SW Active Renewal with major mod
Permit Type Version Permit Classification
State Stormwater 2.00 Individual
Primary Reviewer
steven,pusey
Coastal SWRule
Coastal Stormwater - 1995
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name MajorlMinor Region
Gordon Road Storage Minor Wilmington
Location Address County
6631 6639 Gordon Rd New Hanover
Facility Contact Affiliation
Wilmington NC 28411
Owner
Owner Name Owner Type
�tre&k`
Aba Mini Storage Inc Non -Government
dUIyLpti
Owner.Affiliation
�C
William Ambrose
S,
p1`G-;i'el
6635 Gordon Rd
Dates/Events Wlmington
NC 28411
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/12/2006 3/31/2020 6/24/2020 6/24/2020 4/12/2028
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

Application Completeness Review Checklist (Non -Transfers) - Short Version
Project Name: _ CZoQ�u,+�)�� STOP_A[�{: Date Delivered to WIRO: zoZs�
Project County/Location: ),k--y 3. A NOV �Go U)o47r'�, BIMS Received/Accepted Date:
Rule(s): F�2017 Coastal R2008 Coastal 01995 Coastal BiMS Acknowledged Date:
Phase II Universal 01988 Coastal
Permit Action. New
Major Mad / Minor Mod / Renewal
Permit Type: HD LID / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commer^c a Residential / Other
Subdivided?: Subdivision or Single Lot
Permittee Type & Documents Needed:
QProperty Owner(s) Purchaser El Lessee
Viable? Viable? Viable?
Deed Purchase Agmt1-1 Lease
F-TotSubdivided: Deed
Subdivision: Common Area Deed
Paperwork
❑New Permit #Z:
Existing Permit #: 6,38 c4o3a5
Expriation Date 3: I Z z'� ! (o
LJOffsite to SW8:
Lot is in Master Permit?
OPE Cert on File?
EJHOA Developer
Viable? Viable?
Election Minutes
Application
®Fee: 12]SS05 (within 6mo) Check#(s): 3 ��
FiSupplementz (1 new form or for older forms: 1 original perSCM)
® O&M 2
Soils Report (lnfil or PP)
Ekaiculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
0USGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?:
Plans (2 Sets)
®PE Certification
®Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
;Enter BIMS Acknowledged Date on this Sheet
7For New Projects -Enter New Permit # on Supplements & Deed Restiction Templates.
3If w/in 6 months and they are requesting a mod, STOP. Needs a renewal first. h
CL O�
0No Fee
Y / N
EMAILED ENGINEER DATE:
REVIEWER NAME: 5-ru4 c_
Comments:
G:WQ\\\Refete nce Library\Procedures\Checklists\Completeness Review Checklist_2020 0131
}"' b--� 91-8.
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Burd, Tina J
From: Burd, Tina J
Sent: Friday, April 3, 2020 11:39 AM
To: [e-mail]; [e-mail]
Subject: SW8 060305 - Gordon Road Storage
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Renewal Application and $505.00 fee for the subject project on March 31, 2020. The project has
been assigned to Steven Pusey and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Na
E,.r;ad correspondence to and from this address is subject to the
Nradh Caroling Public P,ecords Law at)d may he 6'sc'osed to third parties.
I

3190
ABA MINI STORAGE, INC.
ALL SEASONS SELF STORAGE
6635 GORDON RD
FIRST BANK
localfirstbank.com
66-456/531
WILMINGTON, NC 28411 3/2/2020 m
PAY TO THE
ORDER OFNCDEQ $—505.00
FiYe Hundmd Five and ODIC DOLLARS .
MEMO
,•
AUTHORIZED SIGNATURE

Casmer, Jo
From: Casmer, Jo
Sent: Thursday, January 14, 201612:26 PM
To: '[e-mail]'
Subject: Stormwater Permit SW8.060305
Bill: After I got off the phone with you and looked at thevee mit, I discovered that the permit was subject to the Session
Law 2010-177, whereby the General Assembly enacted the Permit Extension Act, giving permits within a certain timeframe,
an extension of four years. The expiration date of this permit is now April 12, 2020.
You can certainly hold off beginning the renewal process until six months prior to this new expiration date. As promised,
however, I am attaching the website link where you can find the renewal application.
http:[Lportal.ncdenr_orgZweb/lr/state-stormwater-forms docs i
Jo Casmer
Administrative Assistant for DEMLR/State Stotmwater I �I �� f
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office �-
910 350-2004 fax
io.casmerQ-ncdenr.gov 1 U
127 Cardinal Drive Extension
Wilmington, NC 28405
--5�'`Nothing Compares--%-.-
.I
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.1
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Michael P. Easley, Govemor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 12, 2006
Mr. William A. Ambrose, President
ABA Mini -Storage, Inc.
Carelina-Beach-, NC-28428—
Subject: Stormwater Permit No. SW8 060305
Gordon Road Storage
High Density Project
New Hanover County
Dear Mr. Ambrose:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Gordon Road Storage on April 7, 2006. Staff review of the plans and
specifications has determined that the project, as proposed; will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 060305
dated April 12, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until April 12, 2016, 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.
If you have any questions, or need additional information concerning this matter, please
contact Robert Gordon, or me at [phone].
Sindly�-.
r
Edward Beck
Regional Supervisor.
Surface Water Protection Section
ENBlydg: S:IWQSISTORMWATIPERMIT1060305.'apr06
CC' Charles Cazier, Tripp Engineering
Tony Roberts, New Hanover County Building Inspections
Beth E. Wetherill, New Hanover County Engineering
Robert Gordon
Wilmington Regional Office
Central Files NoehCarolina
lVaturally
North Carolina Division of Water Quality 127 Cardinal Drive Fxtension Phone [phone] Cuslomcr Service 1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Inlemel: w ww.newaterqualityA)T
An Equal OppotlunitylAfTirmalive Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 060305
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. William Ambrose & ABA Mini Storage Inc.
Gordon Road Storage
6631 & 6639 Gordon Rd - New Hanover 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 April 12, 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 109,200 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. There is no impervious area available for
future development in this permit.
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 060305
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, Acres:
4.07
Onsite, ft :
177,289
Offsite, ft2:
0
b.
Total Impervious Surfaces, ftz:
109,200
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
6.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
41.6
g.
Permanent Pool Surface Area, ft2:
8,111
h.
Permitted Storage Volume, ft3:
11,251
i.
Temporary Storage Elevation, FMSL:
42.8
j.
Controlling Orifice:
1.25" 0 pipe
k.
Permitted Forebay Volume, ft3:
3,912
I.
Receiving Stream/River Basin:
Smith Creek 1 Cape Fear
M.
Stream Index Number:
18-74-63
n.
Classification of Water Body:
"C;Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of 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 060305
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 1/8 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 060305
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.
S. 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 12th day of April, 2006.
NORTH-CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
for Alan 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 060305
Gordon Road Storage
Stormwater Permit No. SW8 060305
New Hanover County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060305
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
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

' wl
OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
o
a4
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use cis an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
ABA Mini Stora 7e Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William A. Ambrose President
3. Mailing Address for person listed in item 2 above:
1 110 Merchant Lane
City: Carolina Beach State: NC Zip: 28428
Telephone Number: 910-612-9409
4. Project Name (subdivision, facility, or establishment name — should be consistent with project narne on
plans, specifications, letters, operation and maintenance agreements, etc.):
Gordon Road Storage
5. Location of Project (street address):
6631 & 6639 Gordon Road
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
Approx. 2700 ]f northwest of the intersection of US Flwy 17 and Gordon Road (SR 2048). Site is on right
7. Latitude: N 340 16' 00" Longitude: W 77" 50' 13" of project
8. Contact person who can answer questions about the project:
Name: Charles Cazier "Telephone Number: 910-763-5100
It. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page I of

r
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit X — NI'DES
Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
stormwater will be treated by wet detention
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 4.07 acres 4. Project Built Upon Area: 61.6 %.
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Inforinatioi�
Drainage Basin I
Drainage Basin-2
Receiving Stream Name
Smith Creek
Receiving Stream Class
C-SW
Drainage Basin Area
4.07 ac
I-xisting Impervious * Area
-
Proposed Impervious * Area
2.51 ac
% Impervious* Area (total)
61.6%
lmpervious * Surface Area
Diain a Basin..1 ., . =_ a
,:, ., . Drainage,Bas1nL2 .,, ..
On -site Buildings
76,675 sf
On -site Streets
-
On -site Parking
32,232 sf
On -site Sidewalks
293 sf
Other on -site
-
Off -site
-
Total:
2=109,200 sf=
1=orni SWU-101 Version 3.99
Page 2 of 4

* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas .sidewalks, gravel areas, etc.
I•low was the off -site impervious area listed above derived?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
"I'he 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 ►vith slate stormnvater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
1 Alo more than square feel of any lot shall be covered by structure's of impervious materials.
Imperviolav materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include mood
decking or the wafer surface ofswimming pools.
3. S►vales shall not befilled in, piped or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater rnaanagannennt permit modification prior
to construction.
5. fill perinitled runoff fronn oulparcel4 or fnlure, development shall be directed into the permitted storlinvater control
system. These connections to the stornnvater control system shall be performed in a manner that maintains the
integrity cued perforniance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
Persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at (91ro) 733-5083 for
the status and availability of these forms.
Form SWU-102
1=orm SWU-103
Form SWU-104
Form SWU-105
norm SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Dorm SWU-101 Version 3.99 Page 3 of

V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form �,
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) CDC
• Detailed narrative description of stortrtwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
North arrow
Scale
Revision number and date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
if you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or Firm): _ Tripp En 7i, neerin�, P.C. _ _
Mailing Address: 419 Chestnut Street
City: Wilmin ton State: NC Zip: 28401
Phone: _(910) 763-5100 Fax: �(910,) 763-5631 _
V111. APPLICANT'S CERTIFICATION
I, (print or lyhe name ofherson lister! in Gener{rl Informolion, item ?) William A. Ambrose ,
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1 .1000. t ,
Signature:��� _ Date:
Form SWU-101 Version 3.99 Page 4 of 4

Permit No. S 1 4 U 07 C6
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMEN'I' PERMIT API'L1CA'T10N FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Storniwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Gordon Road Stora�
Contact Person: Charles Cazier Phone Number: [phone]
For projects with multiple basins, specify which basin this worksheet applies to:
ele vwuions
Basin Bottom Elevation 35.6 ft. (floor of the basin)
Permanent Pool Elevation 41.6 ft. (elevation of the orifice)
"Temporary Pool Elevation 42.8 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 8,1.11 sq.ft. (water surface area at the orifice elevation)
Drainage Area 4.07 ac. (on -site and off -site drainage to the basin)
Impervious Area 2.51 ac. (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume 20,653^ cu.ft. (combined volume of'main basin andforebay)
Temporary Pool Volume 11,251 cu.ft. (volume delained above the permanent pool)
Forebay Volume 3,912 cu.ft. (approximately 20% of total volume)
01her parameters
SA/DA` 3.50 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 1.25 in. (2 to 5 day temporary pool draw -down required)
Design Rainfall 1.0 in,
Design TSS Removal2 90 % (minimum 85% required)
Form SWU-l02 Rev 3.99 Page 1 of 4

a
Footnotes:
I . When using the Division SAIDA 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%'I'SS removal. The NCDENR BMP manual provides design tables for both 85%TSS removal and 90% TSS removal.
Il. 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 A 008.
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
CAL
cot,
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 total basin volume.
c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
C. e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
Q f. The basin length to width ratio is greater than 3:1.
GDI_ g. The basin side slopes above the permanent pool are no steeper than 3:1.
GM h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
(IZ, 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.
CM k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
WC, __ 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
* Pump will be provided for maintenance or emergency
Ill. WET 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) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check otte) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, 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.
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 not be handled in a manner that will 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.
When the permanent pool depth reads 4.5 feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads . 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 41.6
Sediment R moval El. 39.35 75 °
----- ------ Sediment Removal Elevation 37.1 75%
Bottom evation 38.6 %-------------------------------�------- ----
Bottom Elevation 35.6 25%,
FOREBAY MAIN POND
5. 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 the emergency drain shall be minimized to the maximum extent possible.

.`i'
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7. All components of the wet detention basin system shall be maintained in good working order.
acknowledge and agree by my signature below that I 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: William A. Ambrose
Title: President
Address: 1 l 10 Merchant Lane, Carolina Beach, NC 28428
Phone: [phone]
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.
1, Della C. Baird , a Notary Public for the State of North Carolina , County
of Pender , do hereby certify that William A. Ambrose personally appeared before
me this! day of , 2006 , and acknowledge the due execution of the forgoing; wet
17
detention basin maintenance require ents. Witness my hand and
official seal,
J17 124C. C
\\,u ,,,,,�'
°. C .
O. 40TAR ),
�FA C OIlN�:�`��•
�,�r1in 111 n
My commission expires
SEAL
October 15.2006
form SWU-l02 Rev 3.99 Page 4 of 4

August 28, 2015
NC Division of Water Quality
Wilmington Regional Office
127 Cardinal Dr. Extension
Wilmington NC 28405
RE: Permit SW 060305
Gordon Road Storage
The mailing address for the above permit is: 6635 Gordon Rd. Wilmington NC 28411
Thank you
8A Mini Storage President
nECEIVE
AVG 3 12015
BY:

State Stormwater Management Systems
Permit No. SW8 060305
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. William Ambrose & ABA Mini Storage Inc.
Gordon Road Storage
6631 & 6639 Gordon Rd - New Hanover 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 April 12, 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 109,200 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. There is no impervious area available for
future development in this permit.
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 060305
0
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, acres:
4.07
Onsite, ft :
177,289
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
109,200
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
6.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
41.6
g.
Permanent Pool Surface Area, ft2:
8,111
h.
Permitted Storage Volume, ft3:
11,251
i.
Temporary Storage Elevation, FMSL:
42.8
j.
Controlling Orifice:
1.25"0 pipe
k.
Permitted Forebay Volume, ft3:
3,912
I.
Receiving Stream/River Basin:
Smith Creek 1 Cape Fear
M.
Stream Index Number:
18-74-63
n.
Classification of Water Body:
"C;Sw"
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of 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 060305
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 118 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 060305
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 121" day of April, 2006.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for AlYrTVV, 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 060305
Gordon Road Storage
Stormwater Permit No. SW8 060305
New Hanover Countv
Designer's Certification
1, , 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 060305
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
Tony Roberts, New Hanover County Building Inspections
Page 7of7

March 1, 2006
Stormwater Narrative
Gordon Road Storage
New Hanover County, NC
TE 05130
Gordon Road Storage is a vacant 4.07 acre tract of land proposed for a mini -storage
project. The site will be high -density with stormwater treated by wet detention. The
proposed 4.07 acres will contain 76,675 sf of building, 32,232 sf of asphalt, and 293 sf of
concrete for a total built upon area of 109,200 sf or 61.6%.
The wet detention basin will be sized for F with 2 to 5 day draw down and 25-year pre -
post requirements. Runoff will be routed to Smith Creek, Classification C-SW.
RECEIVED
MAR 0 2 2006
BY:

3/112006
CDC
Gordan Road Storage
Stormwater Calculations
05130
Total Drainage Area
s , ft.
acres
177,289
4.07
Impervious Area
Land Use
s . ft.
acres
Buildings
76.675
1.76
Concrete
293
0,01
Streets
32,232
0,74
Total
109,200
2.51
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 600 ft.
change in Height (H) = 3.5 ft.
To = (C IH)'` 1 128
7.80 min.
Flow for 2 year, 6 hour Storm (02):
QPRE _ (C'PRE) X (110) x (Area)
5.98 cfs
QpcsT = (CpcsT) x (I 10) x (Area)
= 16.51 cfs
Sol Storage Capacity for 2 year Storm:
CN = (98)(% imp.) + (60)(1-% imp.)
= 84
P = 3.30 in. for2yr, 6 hr storm
S = 10001CN • 10
1.90
Depth (D)= [P-(0.2)(S)]2 1 [P+(0.8)(S)[
= 1.77 in.
Time to Peak Flow:
Tp = [(43.5)(D)(Area)I 1 Q2.Posr
18.94 min.
Detention Pond Design:
Pond Size:
Elevation
ft.)
Surface Area
(sq. ft.
Normal Pool
41.60
8,111
Flood Pool
42.80
10,640
Top of Bank
46,50
18.436
Bottom of Pool
36,60
150
Provided Stora a Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) 121
x (F.P. elev. - N.P. elev.)
11,251 cu.ft,
% impervious = 0.616
= 61.6%
say 61.6%
CPRE = 0.25
CposT = (% imp.)(.95)+(1-% imp.)(.25)
0.69
12 = 5.88 inlhr
110 = 6,30 infhr
Flow for 10 year, 6 hour Storm (Qlo):
QPRE _ (C'PRE) x (125) x (Area)
= 6.41 cfs
QposT = (CPcsT) x (125) x (Area)
17.69 cfs
Soil Storage Capacity for 10 Year Storm:
CN = (98)(% imp.) + (60)(1-% imp.)
_ -84
P = 4.82 in. for 10 yr, 6 hr storm
S= 10001CN-10
Depth (D)= [P-(0.2)(S)]21 [P+(0.8)(S)]
= 3.11 in.
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] 1 olo,Posr
= 31.08 'min.
state ounace area me uirement at normal pooi:
Pond side slopes = 3 A
Depth below N.P. = 6 ft.
SAIDA = 0.0350
(Chan for 90% TSS Removal for Wet Detention
Pond without Ve etative Filter
Required SA = (SAIDA) x (Total Drainage Area)
6,205 s . ft.
State Volume Reauired for Storage of first 1" of runoff:
Rv = .05+ 009(% imp)
0.604349
V= (Design rainfall)(Rv)(Drainage Area)
8.929 cu. ft.
` ` t'r.r'o� ESS/,O
¢� �-P 90.90
SEAL w
= 1 r3%4
40
RECEjX7TrID
MAR 0 2 2006
BY:
44) 3Z96
05130Pcnd 1 of 2

311/2006 Gordon Road Storage 05130
CDC Stormwater Calculations
Pond Volume:
Bottom SA = 150 sq, ft,
Normal Pool SA = 8,111 sq. ft.
Vol. _ [(N.P. SA + Bottom SA) 1 2] x (N.P. el. - Bottom el.)
= 20,653 cu. ft.
For_ ebay_
Required Volume
Vol. = 20% of storage volume
= 4,131 cu, ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. 1 172,800 sec. (2-days)
0.052 cfs
Required Area of Pipe for 2-day drawdown:
A= Q 1 [Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft.ls2
h = (F.P. clev.- N.P. elev.) 12
_ . 0.6 ft.
A = 0,0139 sq. ft.
Diameter of Pine for 2-dav drawdown:
DIA. = SQRT[(A x 4)1 pi]
0.1328 ft.
1.59 in.
'Use: 1.25 in diameter pipe
Cutlet Structure Check!
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(25)
= 0.69
1 = 6.30 in. for a 25 yr. Storm
A = 4.07 Acres
17.69 cfs
Qw CwxLxH''S
H = [Q 1 (Cw x L)]f
Cw = 3
0,51 ft.
Peak elevation = Flood pool elevation + H
43.31 ft.
Provided Volume
Bottom SA =
609 sq. ft.
Normal Pool SA =
1,999 sq. ft.
Vol. _
((N.P. SA+ Bottom SA)! 21 x (N.P. el, - Bottom el.)
=
3,912 cu. ft.
depth =
3 ft.
Flow for 5-day drawdown:
for 1 st 1" of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
= 0,021 cfs
Required Area of Pipe for 5-day drawdown:
A= Q 1 (Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft.ls2
h = (F.P. Oev. - N.P. elev.)1 2
0,6 ft.
A = O.0055 sq. ft,
Diameter of Pipe for 5-day drawdown:
DEA, = SQRTI(A x 4)1 pi]
0.0840 ft.
- 1,01 in,
05130Pond 2 of 2

CD-479 (39) Business Corporation
9-19-03 North Carolina Annual Report
S OS I D: 0444303
Date Filed: 6120,r2005 8:20:00 AM
Elaine F. Marshall
Use this forr North Carolina Secretary of State
Contact the 2005 171 00974
Annual Rep
Liability Part
Name of Corporation: ABA MINI -STORAGE, INC
State of Incorporation: NORTH CAROLINA
Fiscal Year Ending: 12 - 31- 0 4
Month ! Day I year
Secretary of State Corp. ID Number: 0 4 4 4 3 0 3
Federal Employer ID Number: 562066309
It this is the initial annual report filing, you must complete the entire form. If your business corporation's
information has notcharrged since the previous repon, check the box and complete Line 7 only.
1. Registered agent B registered office street address: (Must be a North Carolina Address)
Name:
Street Address:
City, State, Zip Code:
County,
2. Mailing address it different from street address:
Mailing Address:
City, State, Zip Code:
3. 1t registered agent changed, signature of new agent:
(signature constitutes consent to the appointment)
4. Enter principal office address and telephone number here:
Street Address:
City, State, Zip Code:
Telephone:
5. Briefly describe the nature of business:
6. Enter name, title and business address of principal ollicers here:
Complete Farm CD-479A to list additional principal officers
Name:
Title. -
Address:
city-, State
Zip-,
Name:
Title:
Address:
Cil : State
Zip:
Name:
Title:
Address:
City: State
Zip:
7. Certification of annual report (Must be completed by all corporations).
Signature (Form must be signed by an officer of corporation)
WILLIAM A. AMBROSE
489511 / 12.02.04 Type or Print Name
Date
PRESIDENT
Title

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
March 29, 2006
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Robert Gordon
Re: Gordon Road Storage
New Hanover County, NC
XE 05130
Dear Robert:
In response to your email comments dated March 9, 2006, we have provided
additional detail on the plan as requested. Please review for approval and contact us
with any questions, comments or if you need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.
APR 0 7 2006

RE: Gordon Road Storage
Subject: RE: Gordon Road Storage
From: "Charlie" <[e-mail]>
Date: Thu, 9 Mar 2006 12:27:14 -0500
To: "'Robert Gordon"' <[e-mail]>
No Problem! T will get it over to you tomorrow.
Thanks,
Charlie
1 of 1 3/9/2006 12:59 PM

Gordon Road Storage
Subject: Gordon Road Storage
From: Robert Gordon <[e-mail]>
Date: Thu, 09 Mar 2006 12:14:19 -0500
To: [e-mail]
Charlie,
The Gordon Road Storage SW application looked very good. I only need 1 thing.
Could you provide some detail of the forebay weir. The forebay berm needs to be at
least elevation 42.8 because the forebay weir is being used to meet the 3:1 length
to width ratio. I suppose you could modify the pond section detail, but I would
like a little more than spot elevations. Thanks! Give me a call if you have any
questions.
Rob
1 or 1 3/9/2006 12:59 PM

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] * FAX: [phone]
March 2, 2006
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Cameron Weaver
Re: Gordon Road Storage — EXPRESS REVIEW
New Hanover County, NC
TE 05130
Dear Cameron:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, one (1) wet detention basin supplement, two
(2) sets of calculations and one check for the express review fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC:dcb
Enc.
MAR 0 f tiL:a

ere -
NCDENR (Yolv
North Carolina Depaftment of Envirunmrni and Natural iRP.Suurces
121 C:atdinal naive ExMfrswn, Wilrninpnxr. NC 28405 (010)'395-3900 FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron.Weave ncmail.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_ William A Ambrnse_,. _
Company _ABA Mini Stor@qe, Inc.
Address 1110 Merchant Lane _-_ City/Slate Carolina Beach, NC Zip 28428 County New Hanover
Phone [phone] Fax Emait
PROJECT Name.. Gordon Rp d Storage
PROJECT SYSTEM(S) TRIBUTARY TO Smith Creek ;STREAM NAME) _Cane Fear RIVER BASIN
ENGINEER/CONSULTANT P.hillip Tri
Company -Tripp En ineering,
_ _ CifylState - .. - - .. ..— Address_. 419 Chestnut Street. Wilmin tgnLNC. _Zip. 28401 _County New Hanover
Phone_.. 910-763-5100 _ Fax [phone] Email_tr�i pen ec.rr,com _. _—
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required
STREAM ORIGIN Determination; „# of stream calls; Stream Name
STORMWA TER ❑ Low Density High Dens ity-Deten [ion Pond ❑High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter I_J High Density-Infiitration ❑ Off Site
❑ COASTAL ❑ Excavation & bill L ] Bhdgt?s & Culverts ❑ Structures Intormation
MANAGEMENT r I Upland Develupment ❑ Marina Developnicni Urban Waterfront
[� LAND QUALITY ❑ Eros& and Sedimentation Conlroi Plan with ­... acres to be disturbed.
WETLANDS {401) Wetlands on Property ❑ Yes ❑ No Isolate Wetiands on Property [] Yes N No
Check all that apply Wetlands Will Be Impacted ❑ Yes ❑ No Welland Impacts, ..... .--_Acre(s)
Wetlands Delinealion has been completed [ I Yes ❑ No ❑ Buffers Impacted: ...Acre(s)
USACOE Apporval of Dolineatron rornpfeled ❑ Ye5 ( I No
404 Application in process vv/USACOE �Yes ❑No / Permit received from USACOE❑Yes [:]No
401 Appiica ion 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.
SUBMITTAL DATES: Fee Split for rnultiplp permils
SW S
CAMA _ -
LOS �.-...
401 _ Total Fee Amount $
Z abed ZE9SE9016 buriaaurbus ddtzZ dts: zo 900VIE NVE,

JAN 31,2006 02:52P Tripp Engineering 9107635631 page 3
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() () () .11 [ "'. i
9107635631 page 4
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17
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3

. .%
`
]ob No. 05l3U_______
Daie:-_--�l�/�1/U6-__
0
-� l� �...
TRIPP -_~^.~~.~...^.~'� P.C.
419(]u*UnU S(rcci, Wilrninv.h`n. N(, 28401
}`hnnc: (91())763'�i|UU^ [/\){: (Y}()783'5A3|
Fo '| | 'u/ � r/ppco"l!t)cc.ncconl
LETTER DFTRANSMITTAL
To:
An'nr'on: C nen!nweaver
�_____'
5ubjmct� _EXPRF o,ayc
2L_FAX TRANSMITTAL: NUMBER 0FPACES INCLUDES COVER u
lamsunding you: ( X ) ATTACHED ( ) UNDER SEPARATE [OVER
( ) Prints ( )Tna6ingx ( )Copy of letter ( )-spccifications ( X )other
Descrip.tion
.p9rnn),RevLew
�
5tnri»wate.r Narrative
Vicinity map--
_------�-----_-- ' --
These are transmitted ab dhtfcked be|uw:
Rmma,kv:-9l!umc1�Lu��bon��be —_-
--_- -- '_---__
cc:__
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