SW8160910_CURRENT PERMIT_20200514

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (0�1 to
DOC TYPE
® CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
oZCQaao-Dro
YYYYMMDD

If J
ROY COOPER
Governor
MICHAEL S. REGAN
Secrerury
BRMN 1NRENN
Acting Director
May 14, 2020
NORTH CAROLINA
Environmental Quality
LIP Mini Storage, LLC
Attn: RHJR Properties, LLC, Member
c/o Robert High, Manager
223 Greenville Avenue
Wilmington, NC 284 t 2
Subject: Permit Transfer
State Stormwater Management Permit No. SW$ 160910
Pinnacle Storage of Leland
Brunswick County
Dear Mr. High:
On March 31, 2020, the Wilmington Regional Office received a request to transfer the ownership of the
state stormwater management permit for the subject project. DEMLR staff have inspected the project,
determined that the documentation is in order, and that the project is in compliance with the terms and
conditions of the state stormwater permit.
As indicated on the Permit Transfer Application Form, you have acknowledged receipt of a copy of the
permit (which includes the application and supplement forms), a copy of the certifications, a copy of the
approved Operation and Maintenance agreement from the previous permittee, a copy of the past
maintenance records, and a copy of the latest inspection report. By acknowledging receipt of the permit,
and by signing the Name/Ownership Transfer form and Operation and Maintenance Agreement, you have
accepted the responsibility for complying with the terms and conditions outlined in this permit. The
Division is hereby notifying you that the subject permit has been transferred on May 14, 2020 and
reminding you that this permit shall be effective until October 21, 2024. A copy of the transferred and
updated permit and associated documents are enclosed.
Please be aware that the project's built -upon area and stormwater controls must be built and
maintained in compliance with the permit documents and the approved plans. Maintenance of the
approved system shall be performed in accordance with the signed and approved Operation and
Maintenance agreement. Any modifications to this project must be submitted to DEMLR and
approved prior to construction. The issuance of this approval does not preclude you from complying
with all other applicable statutes, rules, regulations or ordinances, which may have jurisdiction over
the proposed activity, and obtaining a permit or approval prior to construction.
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.
If you have any questions, need additional copies of the permit or approved plans, please contact
Christine Hall in the Wilmington Regional Office, at [phone] or [e-mail].
Sincerely,
Brian Wrenn, Acting Director
Division of Energy, Mineral and Land Resources
D
� � � 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
gym. cnKaNa `

State Stormwater Permit No. S W8 160910
Page 2 of 2
Enclosures: copy of the Permit Transfer Application Form
copy of the signed and approved Operation & Maintenance Agreement
copy of the certification
copy of the latest inspection report
Attachment C — Permitting History
DES/ canh: 111StormwaterlPermits & Projects1201611609 10 HD12020 05 permit 160910
cc: WCM Enterprises, LLC; Original permittee
Branch Smith, PE; Paramount Engineering'
Wilmington Regional Office Stormwater File

State Stormwater Management Systems
Permit No. SW8 160910
STATE OF NORTH CAROLINA
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
LIP Mini Storage, LLC
Enterprise Drive Self Storage
Enterprise Drive and Trade Street, Leland, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 as amended by Session Law (SL) 2008-211 and as subsequently
amended on January 1, 2017 (2017 Rules) (collectively, the "stormwater rules') 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 October 21, 2024, and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
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 1.8 of this permit. The runoff from all built -upon area within the permitted
drainage areas of this project must be directed into the permitted stormwater control
measures. The stormwater control measures labeled Pond A and Pond B have been designed
to handle the runoff from 155,921 and 86,000 square feet of built -upon area, respectively.
3. The maximum built -upon area allowed for the entire project is 241,921 square feet.
4. The drainage areas will be limited to the amounts of built -upon area indicated in Sections 1.2
and 1.8 of this permit, and per approved plans. The built -upon area for future development
within the drainage area for Pond A is limited to 46,300 square feet. This permit does not
provide any allocation of built -upon area for future development within the drainage area for
Pond B.
5. A 50' wide vegetative buffer must be provided and maintained adjacent surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the
top of bank of both sides of streams and rivers and the mean high water line of tidal waters.
6. Vegetated filter strips are not required for these ponds as they have been designed for a 90%
total suspended solids removal efficiency.
7. All runoff being directed into wetlands shall flow into and through those wetlands at a non -
erosive velocity.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 160910
8. The following design criteria have been permitted for the wet detention pond and it must be
provided and maintained at the design condition:
Pond A
Pond B
a. Drainage Area, acres:
Onsite, SL 2008-211, ft2:
Onsite, 2017 Rules, ft2:
Offsite, ft2:
4.90
193,939
19,661
0
2.66
114,500
1,500
0
b. Total Impervious Surfaces, ftz:
Onsite, ft2:
Offsite, ft2:
155,921
136,260
19,661
86,000
84,500
1,500
c. Average Pond Design Depth, feet:
4.7
4.0
d. TSS Removal Efficiency:
90%
90%
e. Design Storm, inches:
1.5
1.5
f. Permanent Pool PP Elevation, FMSL:
54.5
54.5
9. Permitted PP Surface Area, ft2:
20,183
7,628
h. Temporary Storage Elevation, FMSL:
55.5
56.0
i. Permitted Storage Volume, ft3:
21,447
12,785
j. Predevelopment 1 yr-24 hr. discharge
rate, cfs:
6.29
3.89
k. Controlling Orifice, inch 0 pipe:
2.50
1.75
I. Orifice Flow Rate, cfs:
0.10
0.10
m. PP Volume, ft3:
79,320
21,985
n. Forebay Volume, ft3:
15,378
4,008
o. Maximum Fountain Horsepower:
114
nla
p. Receivin Stream/River Basin:
Banton Branch
q. Stream Index Number:
18-77-1-1-2
r. Classification of Water Body:
C
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. If the stormwater system is 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.
3. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement is incorporated by reference into this permit
and must be followed in its entirety and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Since the permanent pool volume for Pond A is greater than 30,000 cubic feet, a decorative
spray fountain 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 1/4 horsepower.
6. A decorative spray fountain will not be allowed in Pond B as the permanent pool volume is
less than 30,000 cubic feet.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 160910
7. The facilities shall be constructed, operated and maintained in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting documents
attached to this permit and on file with the Division.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, the permittee shall cause a certification from an appropriate
designer for the system installed to be submitted, certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications must
be noted on the Certification. A modification may be required for those deviations.
9. All stormwater collection and treatment systems must be located in either public rights -of -way,
dedicated common areas or recorded easements. The final plats for the project will be
recorded showing all such rights -of -way, common areas and easements, in accordance with
the approved plans. Access to the stormwater facilities for inspection and maintenance shall
be maintained via appropriate recorded easements at all times.
10. 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
11. Prior to transfer of the permit, the stormwater facilities will be inspected by Division personnel.
The project and the stormwater facility must be in substantial compliance with all permit
conditions: Any items not in substantial compliance must be repaired, replaced or restored to
design condition prior to the transfer. Records of maintenance activities performed to date will
be required.
12. 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
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the Stormwater rules is subject to enforcement procedures as set forth
in NCGS 143 Article 21.
2. 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.
3. In the event that the facilities fail to perform satisfactorily 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. Additional or replacement
stormwater management systems shall receive a permit from the Division prior to construction.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 160910
4. 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;
5. Permit Transfer: 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;
6. 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.
7. The permittee grants DEMLR Staff permission to enter the property during normal business
hours for the purpose of inspecting all components of the permitted stormwater management
facility.
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. Approved plans, calculations, supplement forms, operation and maintenance agreements and
specifications for this project are incorporated by reference and are enforceable parts of the
permit. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
10. Unless specified elsewhere, permanent seeding requirements for the stormwater control
measure must follow the guidelines established in the North Carolina Erosion and Sediment
Control Planning and Design Manual,
11. The issuance of this permit does not prohibit the Director from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws,
rules and regulations contained in Session Law 2006-246, Title 15A NCAC 2H.1000, and
NCGS 143-215.1 et.al.
12. 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).
Permit transferred and re -issued this the 1410 day of May 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
rian Wrenn,:for
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 160910
Page 4 of 6

State Stormwater Management Systems
Permit No, SW8 160910
Enterprise Drive Self Storage
Stormwater Permit No. SW8 160910
Brunswick County
Designer's Certification
I, , as a duly registered _
of North Carolina, having been authorized to observe
construction of the project,
(Project)
in the State
(periodically/ weekly/ full time) the
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 specifications:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 160910
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 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 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 and located 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.
.16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building Inspections
Page 6 of 6

Attachment C - Permitting History
Enterprise Drive Self -Storage
Permit No. SW8 160910
Approval
Permit Action
BIMS
Description of the Changes
Date
Version
10/21/2016
Original
Approval
1.0
2 wet ponds; subject to SL 2008-21 1
1. Pond A: increasing the drainage area (DA) and built -upon area (BUA) directed
to this pond. Re -allocating the BUA to reflect the as -built condition. Permitting
1 1 /21 /2Q l 9
Major
1.1
the as -built surface areas and resulting volumes. Permitting the relocation of the
Modification
orifice to avoid short-circuiting the pond.
2. Pond B: Re -allocating the BUA to reflect the as -built condition. Permitting the
as -built surface areas and resulting volumes.
. 5/14/2020
Transfer
1.2
Transferred to LIP ,Mini Storage, LLC
Page 1 of 1

ived
I Fee Paid
I Permit Number
EDate,Rec
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5 u1 g, IL0010
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H.1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at: http://dea.nc.aov/contact/regional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until:
1. the current permittee resolves all non-compliance issues identified in the inspection report'
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(ies), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit.); or
3. in the case where a transfer falls under G.S. 143-214.7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official (for current and proposed permittee) must meet the following:
• Corporation - a principal executive officer of at least the level of vice-president;
• Limited Liability Company (LLC) - the designated manager; (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC)
• Municipality - a ranking official or duly authorized employee;
• Partnership or limited partnership - the general partner;
• Sole proprietor,
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noted in a-e above, as
applicable.
A. GENERAL INFORMATION
1. , State Stormwater Permit Number: ' 1W6 l(.o 1 to
2. Project name: vig96!�C Giml:&AJE: 6 P t.0-4400
Is this an updated project name from the current permit? aYes ❑ No
3. Reason for the permit transfer request:
?00104Y o ML err/
ECEIVE ;
MAR 3 1 2020
BYE
Stormwater Permit Transfer Application Form Page 1 of 7 April 27, 2018

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B. PERSON(S) WHO HAVE SIGNED THIS FORM (select only one response below)
X 1. Both the current and proposed permittees
❑ 2. Only the current permittee of a condominium or planned community (skip Part F & G).
In accordance with G. S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked. -
Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
In accordance with G. S. 143-214.7 c5 (see also 5L 2013-121), this Type of transfer is allowed only
when all of the following items can be truthfully checked:
❑ a. The proposed permittee is either (select one of the following):
❑ The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ The successor -owner who is the sole claimant of the right to engage in the permitted
activity.
❑ b. The current permittee is (select at least one of the following, but all that apply):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other (please explain):
❑ c. y The proposed permittee agrees to the following requirements (all must be selected):
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
❑ The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
ECEIVE
MAR 9 1 2M
BY:
Stormwater Permit Transfer Application Form Page 2 of 7 April 27, 2018

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C. SUBMITTAL REQUIREMENTS
Please mark "Y" to confirm the items are included with this form. Please mark 'X' if previously provided. If not
applicable or not available, please mark N/A,:
I/ 1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.3D(e)(2).
2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
4- 3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
4. If Part B, Items 1 or 3 of this form is selected, the signed and notarized
applicable O&M agreement(§) from the proposed permittee, as required by the permit.
4_ 5. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
6. If required by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built -upon area or the maximum
allowed total built -upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
8. If transferring under G.S. 143-214.7(c2) (i.e., Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders). Copies of the deeds of conveyance or a chart listing the lot number, lot address,
owner's name, conveyance date and deed book and page number are acceptable.
9. If transferring under G.S. 143-214.7(c5) (i.e., Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property.
10. A copy of the lease agreement if the proposed permittee is the lessee.
11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
~" 12. A copy of the development agreement if the proposed permittee is the developer.
RECEIVE�
MAR 3 1 2020
BY.
Stormwater Permit Transfer Application Form Page 3 of 7 April 27, 2018

A M

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sure to provide Email.
1. Current Permit Holder's Company Name/Organization: WCM Enterprises, LLC
2. Signing Official's Name: William Schoettelkotte
3. Signing Official's Title: Manager
4. Mailing Address: 305 Colonial Dr
City: Wilmi
State: NC ZIP: 28403
5. Street Address: same
City: State: ZIP
6. Phone: [phone] Email: bschoettelkottegmail.com
I, William Schoettelkotte , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit. I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
® the most recent permit;
® the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement;
® past maintenance records from the previous permittee (where required);
® a copy of the most recent inspection report;
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the prop sed ermittee named below. I understand that this request to transfer the
permit may not be approv by LR unless and until the facility is in compliance with the permit.
Signature: Date:
1, Q J l(A1(ICAIA �,I J (/ I[�/Jl , a Notary Public for the State of
UOd-Vl 1 AYD 1(1I C4 County of N.�,W V) oay do hereby certify
that W 111 I G ► IA W 0111 GI (e personally appeared before me
this the Mn day of ,fyo 20JQ , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
i
Notary Signature:r. �eCtG G �_
My commission expires I) I I - ! �i��' �$ 10-18 2:
ECEI ilk � s,11N1i
Stormwater Permit Transfer Application Form Page 4 of 7 MAR 3 11020 April 27, 2018
BY.

3

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
® Property owner (Also complete Part F.)
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (Also complete Part F.)
❑ Lessee - Attach a copy of the lease agreement. Both the lessee and the property owner will appear on
the permit as co-permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F & G.)
❑ Purchaser - Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit reverts to the property owner. (Also complete Parts F & G.)
❑ Developer - Attach a copy of the development agreement. Both the developer and the property owner
will appear on the permit as co-permittees. If the development agreement is terminated, responsibility for
the permit reverts to the property owner. (Also complete Parts F & G.)
2. Proposed permittee name (check one of the following and provide the name):
® Corporation, LLC, Partnership, Municipality name: LIP Mini Storage, LLC
❑ HOA 1 POA 1 UOA name:
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name:
b. Signing Official's Title: Manager d- l rfA DF U P Mrwt sTbL'419_, LA-e—
c. Mailing Address: 223 Greenville Avenue
City: Wilmington State: NC ZIP: 28493
d. Street Address: 223 Greenville Avenue
City: Wilmington State: NC ZIP: 28403
e. Phone: [phone] Email: [e-mail]
4. If there is a Management Entity that manages the property for an HOA, POA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name:
b. Contact Name:
c. Mailing Address:
d. City:
e. Phone: (_) Email:
Title:
State: ZIP:
�ECElVED
MAR 3 1 2020
BY:
Stormwater Permit Transfer Application Form Page 5 of 7 April 27, 2018

s� :�

F. PROPOSED PERMITTEE CERTIFICATION
I,Robert High , hereby notify the DEMLR that I have acquired through sale, lease,
development agreement, or other legal transfer, the project/property covered by the stormwater management
permit and/or the responsibility for constructing and/or operating and maintaining the permitted stormwater
management system, l acknowledge and attest that I have received a copy of: (select all that apply). -
the most recent permit;
® the designer's certification for each SCM;
® any recorded deed restrictions, covenants, common areas, drainage easements or plats, -
the approved plans and/or approved as -built plans;
® the approved operation and maintenance agreement;
® past maintenance records from the previous permittee (where required);
® a copy of the most recent inspection report;
® Check here if the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written plan of action and
schedule" must be received by the Division before the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built -upon area as shown on the
approved plans; and I will (construct), operate and maintain the approved stormwater management system
pursuant to the requirements listed in the permit and in the operation and maintenance agreement.
Signature: Date:
I C a Notary Public for State of /V {ny'ki� i�
County of do hereby certify that
personally Jkpeared before me this the J (4 day of 204, an
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
uu+i1rr1ayy�
96",A,
0,6 �,,,
Notary SignatureAQ tAOTAgj,
MY
My commission expi s COM PIKES
's
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ECEIVE
MAR 31 2020
BY:
Stormwater Permit Transfer Application Form Page 6 of 7 April 27, 2018

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ana.oa-:.drs�.n' 1
i

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement development agreement or lease expires or is terminated.
Company Name/Organization:
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City: State: ZIP
Phone: (_) Email: -
I, , hereby certify that I currently own the property identified in
this permit transfer document and acknowledge that the Proposed Permittee listed in Part F will be purchasing the
property, developing the property on my behalf, and/or leasing the property from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase, lease or developer agreement/contract is cancelled or defaults. I
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner
Date:
I, a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the day of
, 20 , and acknowledge the due execution of the forgoing instrument. Witness
my hand and official seal,
(Notary Seal)
Notary Signature
My commission exp
ECEI®/E
MAR 31 202001a
BY
Stormwater Permit Transfer Application Form Page 7 of 7 April 27, 2018

uj

Project Name:
Project Location:
Enterprise Drive Self -Storage
Enterprise Dr, Leland, Brunswick Co.
r,Pa e I
owe g
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known ..
set
location. Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & ci
Bioretention Cell Quantity:
Dry Detention Basin
Grassed Swale
Green Roof
Infiltration Basin
Infiltration Trench
Level SpreaderNFS
Permeable Pavement
Proprietary System
Rainwater Harvesting
Sand Filter
Stormwater Wetland
Wet Detention Basin
Disconnected Impervious Area
User Defined BMP
Quantity:
Quantity:
Quantity:
Quantity:
Ouantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Quantity:
Present:
Present:
ng O&M tables wil
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
be added automaticall
INorth and South of Transmission ROW I
acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
` Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Signature:
LIP Mini Storage, LLC
223 Greenville Avenue
Wilmington, NC 28493
910-790-9490
robert@roberthig hdevelopment.com
Date: 3 / S-12 U
, a Notary Public for the State of
County of t�� p� do hearby certify that
personally appeared before me this day of an
acknowledge the due execution of thepNeratipns.and Maintenance 41gre@Tent .
Witness my hand and official seal,
LOCEIVE
MAR 9 12020
8Y: 1
No74,9 °1
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3/ 10/2020
My commission expires O&M Manual Page 1 of 3

r ,

I Wet Detention Pond Maintenance Requirements I
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if
one is provided.
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed,
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring iri the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where
original design depth for
it will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it
on the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed
to maintain optimal plant
FECEIVE
health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
MAR 911 2020
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
BY.
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it
on the plants rather than spraying.
sT:11 41 __— Wet Detention Pond Maintenance Requirements (Continued)
Version 1.4 O&M Manual Page 2 of 3

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The maik treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where
original design sediment
it will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and consult a professional to remove
beaver activity is present.
beavers.
A tree has started to grow on
Consult a dam safety specialist to remove the tree.
the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
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.
I - Wet Detention Pond Design Summary
Wet Pond Diagram
WET POND ID FOREBAY MAIN POND
POND A Permanent Pool El. 54.5 Permanent Pool El. 54.5
Temporary Pool El: 56.5 Temporary Pool El: 55.5
Pretreatment other No Clean Out Depth: 5.5 Clean Out Depth: 6.5
than forebay? Sediment Removal El: 49 Sediment Removal El: 48
Has Veg. Filter? Na Bottom Elevation: 48 Bottom Elevation: 47
WET POND 1D FOREBAY MAIN POND
POND B Permanent Pool El. 54.5 Permanent Pool El. 54.5
Temporary Pool El: 56 Temporary Pool El: 56
Pretreatment other No Clean Out Depth: 5.5 Clean Out Depth: 6.5
than forebay? Sediment Removal El: 49 Sediment Removal El: 48
Has Veg. Filter? No Bottom Elevation: 48 Bottom Elevation: 47
rECEIVE
MAR 9 1 2020
8Y•
STORM-EZ 3/10/2020
Version 1.4 O&M Manual Page 3 of 3

s.��
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State Stormwater Management Systems
Permit No, SW8 160910
Enterprise Drive Self Storage
Stormwater Permit No. SW8 160910
Brunswick Countv
Designer's Certification
as a duly registered P 6: in the State
of North Carolina, having been authorized to observe ( riodic / weekly/ full time) the
construction of the project,
(Project)
for WdM We-rp^SCS (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 specifications -
Signature //.d Is ,
IF
Reg istratio Number "GIL/
Date I -r- U ZO --
\\ 1N CARS
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SEAL _ : Q SEAL r•:
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MAR 0 4 2020
3
Page 5 of 6

State Stormwater Management Systems
Permit No. SW8 160910
Certification Requirements:
f 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 that1he runoff is directed into the system.
✓ 5. The outlet structure elevations are per the approved plan.
—'0"6. The outlet structure is located per the approved plans
_-e7. Trash rack is provided on the outlet structure.
✓ 8_ All slopes are grassed with permanent vegetation.
v"'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.
A 2. Required drawdown devices are correctly sized and located 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.
V 16_ All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Wilmington Regional Office
Brunswick County Building,Inspections
4
MAR 0 4 2020
Page 6 of 6

r t,
Compliance Inspection Report
Permit: SW8160910 Effective:11/21/19
Project: Enterprise Drive Self Storage
Owner: Wcm Enterprises LLC
County: Brunswick
Region: Wilmington
Expiration: 10/21/24
Adress: Enterprise Dr
City/State/Zip: Leland NC 28451
Contact Person: William C Scnoettelkotte Title: Manager Phone:
Directions to Project:
Travel US74176 past Leland right on Enterprise Drive at Windsor Commercial Park site on vacant property on left corner of
Enterprise.
Type of Project: State Stormwater- HD - Detention Pond
Drain Areas: A - (Banton Branch) (03-06-17 ) ( C;Sw)
B - (Banton Branch) (03-06-17 ) ( C;Sw)
On -Site Representative(s):
Related Permits:
Inspection Date: 04/28/2020 Entry Time 02:55PM
Primary Inspector: Creighton A Brown
Secondary Inspector(s):
Christine A Hall
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Exit Time: 03:05PM
Phone: [phone]
Inspection Type: Compliance Evaluation
page 1

Permit: SVV8160910 Owner - Project: vvcm Enterprises LLC
Inspection Date: 04/28/202D Inspection Type Compliance Evaluation
Reason for Visit:
Follow-up
Inspection Summary:
Please continue routine checks to confirm that the ponds are drawing down as designed.
Please continue
efforts to
stabilize the site.
File Review
Yes
No NA NE
Is the permit active?
E
❑ ❑ ❑
Signed copy of the Engineer's certification is in the file?
0
❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file?
E
❑ ❑ ❑
Copy of the recorded deed restrictions is in the file?
❑
❑ N ❑
Comment: A new certification was submitted on March 4, 2020 to document the modified
and approved condition
from the oriainal set of plans.
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑ E
Is the BUA (as permitted) graded such that the runoff drains to the system? 1111130
Comment: A modification was approved on November 21, 2019 documenting the as -built condition.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? N ❑ ❑ ❑
Are the inlets located per the approved plans? 0 ❑ ❑ ❑
Are ttie outlet structures located per the approved plans? E ❑ ❑ ❑
Comment: A modification was approved on November 21, 2019 documenting the revised as -built condition_ The
changes to the pond outlet to provide a PVC orifice further away from the pond inlet appear to have be
made.
)peration and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ® ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWO upon request?
Comment: The water level in Pond A appeared high during the inspection. Additionally, the stock pile needs to be
stabilized.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? 0 ❑ ❑ ❑
Comment:
page 2

DEMLR USE ONLY
D to Rqceived
Fee Paid
Permit Number
I'70 505i
_IqO& 149 D
Applicable Vulesf. ❑ Coastal SW -- 1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FO C ��
This form may be pliotocopied for use as an original APR 2 9 2019
I. GENERAL INFORMATION n I
BY:
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Enterprise Drive Self Storage
2. Location of Project (street address):
2011 Enter rise Drive
City:Leland County:Brunswick Zip:28451
3. Directions to project (from nearest major intersection):
Travel US 74-76 past Leland; Take Right on Enterprise Drive at Windsor Commerical Park Site is on Vacant
Property on left corner of Enterprise Dr.
4. Latitude:340 15' 33" N Longitude:780 04' 22" W of the main entrance to the project.
I.I. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
tRenewals witli modifications also requires SWU-102 — Renezoal Application Form
b.lf this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8160910 , its issue date (if known)10/21/2016 , and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑Sedimentation/Erosion Control:
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b. If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http:////portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-l01 Version Oct. 31, 2013 Page l of

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:WCM Enterprises, LLC
Signing Official & Title:William Schoettelkotte, Manager
b.Contact information for person listed in item 1a above:
Street Address:2912 Hydrangea Place
City:Wilmington
Mailing Address (if applicable): same
City:
State:NC
State:
Phone: Fax:
Email: Nc. oA P-` �Ae P
Zip:28403
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
Phone: ( }
Email:
State:
Zip:
State: Zip:
Fax: ( }
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/40rganization:
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Phone: ( } Fax:
Email.
4. Local jurisdiction for building permits: Brunswick County
Point of Contact: Inspections Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
Zip:
CE9VE

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from buildings and pavement will run into collection system to two separate wet retention ponds.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph 1I -- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 10.60 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) -- Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:10.60 acres
+ Total project area shall be calculated to exclude thefollowing: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Higgh Water (NHW) Iine or Mean High Water
(MHW) line, and coastal wetlands landwardfrom the NNW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 73 %
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area A
Drainage Area B
Drainage Area _
Drainage Area _
Receiving Stream Name
Banton Creek
Banton Creek
Stream Class *
C;Sw
C;Sw
Stream Index Number *
18-77-1-1-2
18-77-1-1-2
Total Drainage Area (so
213,600
116,000
On -site Drainage Area (so
213,600
116,000
Off -site Drainage Area (so
Proposed Impervious Area** (so
155,921
86,000
% Impervious Area** total
73%
74%
Impervious- Surface Area
Drainage Area A
Drainage Area B
Drainage Area
Drainage Area _
On -site Buildings/Lots (so
45,120
18,200
On -site Streets (so
63,601
27,800
On -site Parkin (so
On -site Sidewalks (so
900
Other on -site (so
40,000
Future (so
46,300
Off -site (so
Existing BUA*** (so
Total (so:
155,921
86,000
* Stream Class and Index Number can be determined at: http.Aortal.ncdenr.org vet6wg ps/csu/classi cations
!"pervious area is defined as the built upon area including, but not limited to, buildings, rT
i�t IV E
sidewalks, gravel areas, etc.
AUG 12 2019
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation.
_Protects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may he .subject to more stringent stormmater requirements as per 15A NCAC 02B .0 00.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and main#o�n,anc � (Q-M or -OW
must be submitted for each BMP specified for this project. The latest versions of the forms' am -, downld)k6 dK-;
from http Z/ ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
APR 2 9 20
V1. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy; Mitleral-arid—
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
htti2://Rortal,ncdenr.org/web/wq/wsZsu/stateswforms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at htt ortal.ncdenr.or web w ws su maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from httl2://12ortal.ncdenr.org�web/wq/ws/­su/statesw/­`forms does.
Ini ials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII belozo)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.htmi for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
A1�
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1 a, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned. nECEIVE.
http:/Zwww.secretary.state,nc.us/Corporations/CSearch.asi2x
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS APR z 219
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. if lot sizes vary significantly or the propose
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.ncdenr.org�web/lr/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: 1. Branch Smith
Consulting Firm: Paramounte Engineering, Inc.
Mailing Address:122 Cinema Drive
City:Wilmin ton
Phone: (910 ) 791-6707
Email:[e-mail]
State:NC Zip:28403
Fax: ( 1
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) _, certify that 1
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner 1 acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater
treatment facility without a valid permit. l understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature:
a Notary Public for the State of
, do hereby certify that
Date:
County of
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
GENE
APR 2 9 2a,19
By:—_
1, (print or type name of person listed in Contact Inforrnation, iten 1a) Bill Schoettelkotte of WCM EnteQ2rises
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 the
applicable stormwatep rul nder 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Date:--
M n:- j�
' " '' t s , a Notar Public for the State of NDr '1 �YP W -' , County of
f-V do hereby certify that -R, I gcloe4ed ko TTe- personally appeared
before me this day of 1 �� C d kno ]edge th xecution of the application for
a stormwater permit. Witness my hand and official seal,
Q aN� S.
M/Z�s
NOTARY
PUBLIC
�oF �2U
SEAL
My commission expires t ( L7 n;l L';,
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

. 1 ��
., �;
1 � � r i
1
` 5 ti

Permit No
(to be provided by DWp)
Red triangles at the upper right hand corner indicate design comments
Please complete the yellow shaded items.
PWA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I.-PROJECT'INFORMATION
Project name Enterprise Drive Self -Storage
Contact person Branch Smith l Paramounte Engineering
Phone number 910.791-6707
Date 1111312019
Drainage area number DA-A
II: DESIGN11NFORMATION
Site Characteristics
Drainage area 213,600 ft2
Impervious area, post -development 155,921 ft2
% impervious 73,00 %
Design rainfall depth 1.5 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the prelpost control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. po6 elevation)
Top of 10f1 vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional vo€uma stored above the state -required temp. pool?
Elevation of the top of the additional volume
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
o�Or� W a 7E,9pG
r
s
18,876 ft3
21,447 ft1 OK, volume provided is equal to or in excess of volume required.
NA ft3
_ ft�
fts
— fts
ft3
Y (Y or N)
3.7 in
scs' (unitless)
scs. (unitless)
scs infhr OK
6,29 ft3lsec
13,50 ft3lsec
7.21 ft3lsec
55.50 fmsl
54.50 fmsl
54.00 fmsl
54,50 fmsl
53.50. fmsl
48.00 fmsl
47.00 fmsl
1.00 ft
Y (YorN) ECEI
55.5 fmsl OK
NOV 14
22,720' ft2
12,325 ft2 BY.- --- —
Form SW401-Wet Detention Basin-Rev.9-4118112
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
IL_:DESIGN'INFORMATIOW `" SAIDA ratio 5.77' (unitless)
Area PROVIDED, permanent pool, Ap,--" 20,183,ft2 OK
Area, bottom of 1 Oft vegetated shelf, Af,t s,If 16,467 ft2
Area, sediment cleanout, top elevation (bottom of pond), Atac_,,a 6,781, ft2
Volumes
Volume, temporary pool 21,447 ft'
Volume, permanent pool, Vpe--pcd 79,320,ft'
Volume, forebay (sum of forebays if more than one forebay)
15,378. ft'
Forebay % of permanent pool volume
19.4% %
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmonl SAIDA Table Used?
(Y or N)
SAIDA ratio
5.77 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N I(Y or N)
Volume, permanent pool, Vp,m,�,
79,320 ft'
Area provided, permanent pool, Ape,m-pool
20,183 ft2
Average depth calculated
NA ft
Average depth used in SAIDA, day, (Round to nearest 0.5ft) NA
ft
Calculation option 2 used? (See Figure 10.2b)
Y (Y or N)
Area provided, permanent pool, Apam,_poo,
20,183 fe
Area, bottom of 1 Oft vegetated shelf, Abo, shelf
16,467 ft2
Area, sediment cleanout, top elevation (boftom of pond), Ay,t_�, d
6,781 ft2
"Depth" (distance b/w bottom of 10ft shelf and top of sediment)
5.50 ft
Average depth calculated
4.70 ft
Average depth used in SAIDA, day, (Round to down to nearest 0.5ft)
4..,j ft
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
2.50 in
Area of orifice (if -non -circular)
in
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.33 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (Cw)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
6.29 ft'/sec
Past -development 1-yr, 24-hr peak flow
7.21 ft'lsec
Storage volume discharge rate (through discharge orifice or weir)
0.10 ft'/sec
Storage volume drawdown time
2.31 days
Additional Information
Vegetated side slopes
4 :1
Vegetated shelf slope
6 :1
Vegetated shelf width
6.0 ft
Length of flowpath to width ratio
3 :1
Length to width ratio
3.0 :1
Trash rack for overflow & orifice?
Y
(Y or N)
Freeboard provided
1.0 ft
Vegetated filter provided?
N
(Y or N)
Recorded drainage easement provided?
N
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Drain mechanism for maintenance or emergencies is:
Pump Out
X21
OK
OK
#VALUE!
OK
OK
OK, draws down in 2-5 days.
OK
Insufficient shelf slope. Will
EC C IVE
Insufficient shelf length.
OK
OK NOV 14 2019
OK
OK BY:
OK
Insufficient. Recorded drainage easement required.
OK
Form SW401-Wet Detention Basin-Rev.9.4118112 Parts I. & 11. Design Summary, Page 2 of 2

Permit
(to be provided by DWO)
Red triangles at the upper right hand corner_ indicate design comments
Please complete the yellow shaded items.
NCDENR
Project name
Contact person
Phone number
Date
Drainage area number
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part /Il) must be printed, filled out and submitted along with all of the required information.
Enterprise Drive Self -Storage
Branch Smith I Paramounte Engineering
910-791.6707
8/912019
o�OF W A
&P<
IIDESIGN;INFORMATION` .w.�,.
Site Characteristics
Drainage area 116,000, ftZ
Impervious area, post -development 86,000 ftZ
% impervious 74.14 %
Design rainfall depth 1.5 in
Storage Volume: Non-5A Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak now Calculations
Is the prelpost control of the 1yr 241 storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr storm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
Si elevation (approx. at the perm. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
Form SW401-Wet Detention Basin-Rev.9-4118112
10.400 ft3
12,785 ft3 OK, volume provided is equal to or in excess of volume required.
NA ft3
ft3
ft3
ft3
ft3
Y (Y or N)
3.7 in
scs (unitless)
scs (unitless)
scs. inlhr OK
3.89 ft'lsec
8.41 ft3fsec
4.52 ft3fsec
56.00 fmsl
54.50. fmsl
54.00 fmsl
54.50 fmsl
53.50 fmsl
48.00 fmsl
47.00 fmsl
1.00 ft
Y (YorN)
56.0 fmsl OK
9,427 ftZ
�y
AUG 12 rnig
7,424 ftZ
gY:
Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II111DESIGN INFORMATION".
SAIDA ratio 6.40 (unitless)
Area PROVIDED, permanent pool, A a, , 7,628,ft2 OK
Area, bottom of 1 Oft vegetated shelf, Ab,, ahejf 5,602 ft'
Area, sediment cleanout, top elevation (bottom of pond), Ab�,_prz
867 ftz
Volumes
Volume, temporary pool
12,785 ft'
OK
Volume, permanent pool, Vp,-_,
21,985 ft3
Volume, forebay (sum of forebays if more than one forebay)
4,008 ft3
Forebay % of permanent pool volume
18.2% %
OK
SAIDA Table Data
Design TSS removal
90 %
Coastal SAIDA Table Used?
Y (Y or N)
Mountain/Piedmont SAIDA Table Used?
(Y or N)
SAIDA ratio
6.40 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
N '(Y or N)
Volume, permanent pool, Vpe,„,-Pw
21,985 ft'
Area provided, permanent pool, ApenjoW
7,628 ft?
Average depth calculated
NA ft
OK
Average depth used in SAIDA, day, (Round to nearest 0.5ft) NA
ft
Calculation option 2 used? (See Figure 10-2b)
Y (Y or N)
Area provided, permanent pool, A,,-_M
7,628 ftz
Area, bottom of 10ft vegetated shelf, Ate, $„
5,602 ft'
Area, sediment cleanout, top elevation (bottom of pond), Apt-,,d
867 ftz
"Depth" (distance blw bottom of 10ft shelf and top of sediment)
5.50 ft
Average depth calculated
4.00 ft
OK
Average depth used in SAIDA, day, (Round to down to nearest 0.5ft)
4.0' ft
OK
Drawdown Calculations
Drawdown through orifice?
Y (Y or N)
Diameter of orifice (if circular)
1.75 in
Area of orifice (if -non -circular)
in'
Coefficient of discharge (Co)
0,60 (unitless)
Driving head (Ho)
0.50 ft
Drawdown through weir?
N (Y or N)
Weir type
(unitless)
Coefficient of discharge (C.)
(unitless)
Length of weir (L)
ft
Driving head (H)
ft
Pre -development 1-yr, 24-hr peak flow
3.89 ft3lsec
Post -development 1-yr, 24-hr peak flow
4.52 ft/sec
Storage volume discharge rate (through discharge orifice or weir)
0.10 ft'/sec
Storage volume drawdown time
2.54 days
Additional Information
Vegetated side slopes
4 :1
Vegetated shelf slope
6 :1
Vegetated shelf width
6.Orft
Length of flowpath to width ratio
1:1
Length to width ratio
3.0 :1
Trash rack for overflow & orifice?
Y
(Y or N)
Freeboard provided
0.5, ft
Vegetated filter provided?
N
(Y or N)
Recorded drainage easement provided?
N
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Drain mechanism for maintenance or emergencies is:
Pump Out
OK, draws down in 2-5 days.
#VALUE!
OK MECEIV
Insufficient shelf slope.
Insufficient shelf length. AUG' 2 2019
OK 11�T L
OK
OK BY
Insufficient freeboard, minimum of 1-ft required
OK
Insufficient. Recorded drainage easement required
OK
Form SW401-Wet Detention Basin-Rev.9-4I18112 Parts I. & tl. Design Summary, Page 2 of 2

Central Files: APS _ SWP
5/14/2020
Permit Number SW8160910
Permit Tracking Slip
Program Category
Status Project Type
State SW
Active Major modification
Permit Type
Version Permit Classification
State Stormwater
1.20 Individual
Primary Reviewer
Permit Contact Affiliation
chnstine.hall
Coastal SWRule
Coastal Stormwater - 2017
Permitted Flow
Facility
Facility Name Major/Minor Region
Enterprise Drive Self Storage Minor Wilmington
Location Address County
Enterprise Dr Brunswick
Facility Contact Affiliation
Leland NC 28451
Owner--,
Owner Name Owner Type
Wcm Enterprises LLC �J 1p�1cs��� Non -Government
1 Owner Affiliation
`gJ William C. Schoettelkofte
I305 Colonial Dr
Dates/Events Wilmington NC 28403
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
10/21/2016 3/31/2020 5/14/2020 5/14/2020 10/21/2024
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond
Outfall
Waterbody Name Streamindex Number Current Class Subbasin