SW8120911_HISTORICAL FILE_20210212

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 120R I J
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20l-� 02 12
YYYYMMDD

Burd, Tina J
From: Burd, Tina J
Sent: Tuesday, February 9, 2021 8:44 AM
To: [e-mail]
Subject: SW8 120911 - Lantana Crossing HOA, Inc.
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 February 5, 2021. The project
has been assigned to Dan Sams 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
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: (..�/��TA 10 A. G_P-DSS IA]Cf Date Delivered to WIRO. 5 z02
Project County/Location: 1- t k) I(_M BIMS Received/Accepted Date: 2/5/zo 7
Rule(s): ❑2017 Coastal IR2008 Coastal 01995 Coastal BIMS Acknowledged Date'.
Phase II Universal E11988 Coastal
Permit Action: New
Major Mod / Minor Mo4lnewal
Permit Type: 1HD LD / LD Overall / HD &ED Combo
General Permit / Offsite / Exempt / Rescission
Development Type: Commercial Resideniia Other
Subdivided?: Subdivision r Single Lot
Permittee Type & Documents Needed:
Property Owner(s) Purchaser
Lessee
ElViable2
Viable?
Viable?
Deed
Purchase Agmt
MLease
Not Subdivided:
Deed
Subdivision: Common
Area Deed
Paperwork
New Permit #':
®Existing Permit #:
5�.�g tzo91/
Expriation Date3. fi/qq 17-0
r--10ffsite to SW8
Lot is in Master Permit?
E]PE Cert on File?
E;�kHOA FlDeveloper
MViable? Viable?
Election Minutes
Ea$505 (within 5mo) Check#(s). I ( z7
(1 new form or far older forms: 1 original per SCM)
"Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivided
Project Narrative
DUSGS Map (or on file?) Subject to SA?, Y / N Subject to ORW?
Plans (2 Sets)
FJPE Certification
Electronic Copies
Easements, Recorded (2017 Rules)
NOTES:
'Enter BIMS Acknowledged Date on this Sheet
2For 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:
G:WQ\\\Reference Libra ry\Procedures\Checklists\Comoleteness Review Checklist 20200131
FiNo Fee
Y / N

I(EProfessional Association Management
l 1P
MANAGEMENT CONTRACT
THIS MANAGEMENT CONTRACT, made and entered into thisi,�day of JULY, 2019, by and
between LANTANA CROSSING HOMEOWNERS ASSOCIATION, INC., a non-profit, non -stock
membership corporation or organization, organized under the laws of the State of North Carolina,
with its principal place of business located in Wilmington, New Hanover County, North Carolina,
hereinafter referred to as the "Association" party of the first part, and CEPCO MANAGEMENT
SERVICES, LLC (CEPCO), with its principal place of business located in Wilmington, North
Carolina, party of the second part.
WITNESSETH:
WHEREAS, by the terms of the Articles of Incorporation, the Bylaws, and the Declaration of
Covenants, Conditions and Restrictions of LANTANA CROSSING HOMEOWNERS
ASSOCIATION, INC., the Association shall Provide for , among other things: (i) the use,
improvement, maintenance, operation and repair of the Common Areas or Elements located in the
Property including any improvements and amenities located thereon; (ii) the establishment of
reasonable Rules and Regulations for the Common Areas or Elements and Lots, not inconsistent
with the Declaration; (iii) the distribution among the Owners in the property of the costs of the use,
improvement, maintenance, repair and replacement of the Common Areas or Elements and other
improvements in the property as provided in the Declaration; (iv) the promotion of the health,
pleasure, recreation and welfare of the residents of the Lots within the property;
enforcement of the Declaration, Rules and Regulations and Bylaws; and
This Contract is the Property of CEPCO Management Services, LLC and Is not to be given to any other management company or individual,
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.
'v the
FEB 0 5 2021

Page 2
WHEREAS, the Association, under the terms of the Articles, Bylaws and Declaration, may
delegate those duties to a Management Agent and may enter into a contract with a Management
Agent or Company for the purpose of providing for the upkeep, maintenance and repair of the
common areas and for the collection of dues and/or assessments of the Association including but
not limited to interest and late charges.
NOW, THEREFORE, in consideration of ONE ($1.00) DOLLAR and other valuable
consideration each to the other paid and the mutual covenants herein contained, the parties hereto
do enter into this Management Contract and do mutually agree as follows:
I
CONTRACT
Association hereby contracts with CEPCO, and CEPCO hereby accepts Contract, on the terms
and conditions hereinafter provided, as exclusive managing agent for the Association of all property
under the jurisdiction of the Association and all services provided therewith regarding the property
known as LANTANA CROSSING HOMEOWNERS ASSOCIATION, INC. and located in
Wilmington, New Hanover County, North Carolina.
11
TERMS OF CONTRACT
The term of this Contract shall be for a period of One (1) year from the date of execution
hereof. At the expiration of the initial term, this Contract shall automatically renew for successive
periods of Three (3) years each unless on or before ninety (90) days prior to the expiration of the
initial term or any renewal period either party hereto shall notify the other in writing that it elects to
terminate this Contract, in which case this Contract shall be terminated at the end of said period.
This Contract Is the property of CEPCO Management Services, LLC and Is not to be given to any other management company at Individual, except for the
Lantana Crossing Homeownets Association, Inc. Board Members, for any reason.

- -- - -- -- -- — — - Page 1 3
III
COMPENSATION
Association shall pay CEPCO a management fee as specified in the Fee Schedule or any
revision thereto, the initial form of which is attached hereto and incorporated herein by reference as
well as the amount of supplies and postage used in the performance of the management of the
Association. The management fee shall be paid monthly in advance. It is understood, however,
that any management services performed for the Association or the Board, beyond those services
identified in this Contract shall be at the expense of the Association at compensation rates then
effective. Compensation rates to be used in computing additional charges beyond the scope of this
Contract as well as the charge for basic supplies are also specified in the Fee Schedule, which is
attached hereto and incorporated herein by reference. CEPCO is authorized to pay any amount
owed to CEPCO by the Association from Association funds within the first five days of each month.
In the event the Association is unable to pay CEPCO's fees and expenses when due, a service
charge equal to one and one half (1'% %) percent of the unpaid balance will be added each month
for as long as there is any balance owed to CEPCO. CEPCO shall have no obligation to advance
funds to the Association for any purpose whatsoever. It is understood and agreed that any services
performed for the Association or the Board, beyond those services identified in Section IV of this
contract, shall be at the expense of the Association at the rates specified in the Fee Schedule
which is attached hereto and included herein by reference as it may be amended from time to time
by agreement of the parties. The parties hereto agree that the Board and CEPCO shall revise the
compensation rates annually during the preparation of the proposed budget for each fiscal year.
Accordingly, the compensation rates for continuation of the same services shall be subject to a
minimum increase equal to the greater of (a) the rate of inflation, as published by the Bureau of
This Contract is the Property of CEPCO Management Services, LLC and is not to be given to any other management company or individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 1 4
Labor Statistics, U. S. City Average for Wage Earners and Clerical Workers, or (b) two percent
(2%). Thereafter a revised Fee Schedule shall be prepared and become a part of the Contract
between the parties, replacing the prior Fee Schedule at the commencement of the newfiscal year.
IV
MAINTENANCE AND ADMINISTRATIVE DUTIES
CEPCO shall perform for the Association certain services in connection with maintenance of
the property, the common areas, and facilities and in connection with the Association's duties
regarding the assessment of individual unit owners, it being understood that in all such matters the
Association has the full and final authority and that CEPCO will not become involved in any matters
of policy or decision making except on an advisory basis. The duties of CEPCO are as follows:
(a) CEPCO shall collect assessments and other charges due to the Association from the
membership; provided, however, that with respect to delinquent assessments or charges, CEPCO's
only obligation is to make reasonable efforts to collect same by sending out notices of delinquency
to the delinquent owners. CEPCO shall, at the direction of the Board of Directors, notify an attorney
to take any necessary legal action, including but not limited to, preparing a claim of lien to be fled
against any owner whose account has remained delinquent or according to the Board approved
Collection Policy.
(b) CEPCO shall maintain records showing all the Association's revenues and expenses and
shall submit to the Board a financial statement for the preceding month indicating the balance or
deficit in the accounts of the Association.
(c) CEPCO shall prepare and submit to the Board an historical based budget for the next year
This Contract is the Property of CEPCO Management Services, LLC and Is not to be given to any other management company or Individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

- - - — Page 1 5
showing anticipated revenues and expenses for such period.
(d) CEPCO shall make available to the Association a summary of all revenues and expenses
relating to the property for the preceding year, provided that this service shall not be construed to
require CEPCO to prepare an audit, review or compilation, orcause an audit, review or compilation
to be performed by anyone. Any such audit, review or compilation required by the Association shall
be performed at the Association's expense by accountants of their selection upon specific written
direction of the Board.
(e) Subject to the direction of the Board and at the expense of the Association, CEPCO shall
cause the common elements of the complex to be routinely maintained according to the appropriate
standards of maintenance consistent with the character of the property and the Association's annual
operating budget. It is understood that management responsibilities for repairs or reconstruction of
areas over which the Association has responsibility which are required due to catastrophic
occurrence such as vandalism, water damage, storm damage, fire or other cause shall be deemed
outside the scope of this management Contract and that management services required for them
shall be an additional expense to the Association. The charge for these services shall be based
upon the greater of the man hours expended at the compensation rates specified in the most recent
Fee Schedule, the initial form of which is attached hereto and incorporated herein by reference, or
5% of any Claim.
(f) CEPCO may determine what person or entity shall be retained to perform the duties required
for maintenance, repairs, replacements, etc. to common areas. It is understood and agreed that
from time to time due to convenience, required response time, improved economics or other reason
This Contract Is the Property of CEPCO Management Services. LLC and is not to be given to any other management company or Individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 6
as determined by CEPCO, employees of CEPCO, CEPCO's affiliates or affiliates of CEPCO's
employees may be used to perform maintenance duties for the Association and said use shall not
constitute a conflict of interest.
(g) On the basis of the budget, job standards or wage rates previously approved by the Board,
CEPCO shall negotiate agreements with, hire, pay, and discharge any personnel or contractor
required to maintain the property and is hereby given the authority to execute contracts for same
and bind the Association thereby. All such personnel referenced in these contracts shall be
employees of Contractors or Sub -contractors of the Association and not of CEPCO during the
performance of the maintenance functions. All expenses payable on account of such personnel of
Contractors or Sub -contractors shall be operating expenses of the Association and paid by the
Association. Performance of significant work orders and contacts will be reviewed for satisfactory
completion prior to payment.
(h) CEPCO shall, if required, execute and file all tax returns and other instruments on behalf of
the Association. In connection, therewith the Association agrees to execute and deliver promptly to
CEPCO all necessary powers of attorney, notices of appointment, and the like which may
reasonably be required to enable CEPCO to perform such service.
(i) Subject to the direction of the Board of Directors of the Association, CEPCO shall negotiate
and execute on behalf of the Association contracts for services for the common elements of the
property as may be necessary or advisable. CEPCO shall also purchase on behalf of the
Association, such equipment, tools, appliances, materials and supplies as are reasonably
necessary for the proper operation and maintenance of the common elements. All such purchases
This Contract is the Property of CEPCO Management Servkes, LLC and is not to be given to any other management company or IndMdual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 1 7
and contracts shall be in the name and at the expense of the Association.
0) CEPCO shall pay from the funds of the Association all taxes, building inspection fees, water
rates and other governmental charges, and all other charges or obligations incurred by the
Association with respect to the maintenance of the common elements pursuant to the terms of the
Contract or pursuant to other authority granted by the Association.
(k) CEPCO shall maintain appropriate records of all insurance coverage carried by the
Association. CEPCO shall cooperate with the Association or Board in investigating and reporting all
accidents or claims for damage relating to the ownership, operation and maintenance of the
common elements of the property including any damage or destruction thereto. At the request of
the Board of Directors CEPCO shall review and make available for their consideration those types
of insurance which the Board has deemed necessary. CEPCO shall not be required to procure or
renew any insurance coverage until directed to do so by the Board of Directors. Renewal of existing
coverages by CEPCO, however, shall not be deemed a default under this Contract. The Board shall
be solely responsible for determining the amount of coverage, which is necessary to adequately
protect the Association or any of the Association properties.
(1) In discharging its responsibilities under the foregoing paragraphs, CEPCO shall not make
any expenditures nor incur any non -recurring contractual obligations exceeding One Thousand
Dollars ($1,000.00) without the prior consent of the Board. Notwithstanding the limitations imposed
by the preceding sentence, CEPCO may on behalf of the Association without prior consent expend
any amount required to deal with emergency conditions which may involve danger to life or property
or may threaten the safety of the occupants of the property, the common elements of the
This Contract Is the Property of CEPCO Management Services, LLC and Is not to be given to any other management company or Individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 1 8
Association or may threaten the suspension of any necessary service to the property or common
elements.
(m) CEPCO shall have no obligation whatsoever relating to the completion of construction,
preparation, and review or monitoring of completion checklists or any other work on areas that are
the responsibility of the individual owners in the Association.
(n) Notwithstanding any other provisions of this Contract, CEPCO is given no authority or
obligation to maintain or repair individual dwellings in the complex or undertake the contracting of
major maintenance projects for the Association beyond those recognized as normal, routine
maintenance and identified in the business plan (operating budget) of the Association. Such
additional work shall be agreed upon separate and apart from this contract at the compensation
rates stated in the most recent Fee Schedule, the initial form of which is attached hereto and
incorporated herein by reference. Maintenance of or repairs to the individual dwellings shall be the
sole responsibility of the owners individually. Each individual dwelling owner may contract with
CEPCO on an individual basis for the provision of certain maintenance and other related services.
Such shall not be considered to be a conflict of interest. Neither shall this paragraph otherwise
obligate CEPCO to undertake any action for such repair or maintenance of units except as it may
agree with individual owners on a case by case basis.
(o) CEPCO agrees that all monies collected by it on behalf of the Association shall be
deposited in an account in a state or national bank of CEPCO's choosing, where deposits are
insured by the Federal Deposit Insurance Corporation. Such account shall bear the name of the
Association and shall be separate and apart from CEPCO's own funds. It is understood that such
This Contract is the Property of CEPCO Management Services, LLC and Is not to be given to any other management company or individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 1 9
account may include monies received by CEPCO in a representative capacity on behalf of the
Association, individual unit or lot owner or owners and that the balance in such account may
exceed the insurance limits of the Federal Deposit Insurance Corporation for a single account. The
Association shall have the right to direct CEPCO to deposit monies of Capital Replacement Fund or
any surplus monies which have been collected by CEPCO on behalf of the Association in an
interest -bearing account and to account to Association for any interest earned.
(p) CEPCO agrees that one of its employees shall be designated as Community Manager. The
Community Manager or an appropriate designee shall, upon adequate notice on any weekday,
Monday thru Thursday inclusive, attend up to four (4) quarterly meetings of the Board of up to two
(2) hours in length and one (1) annual Membership meeting of up to three (3) hours in length
without additional charge. Charges for additional meetings or additional time for meetings or
additional personnel for meetings shall be at the compensation rates identified in the most recent
Fee Schedule.
CEPCO shall not be required to record minutes of any meeting.
V
MISCELLANEOUS
It is further agreed between the parties that:
(a) All expenses of operation and management as set forth herein may be paid from the
Association's funds held by CEPCO without prior notice to the Association. CEPCO agrees that all
its employees who handle or are responsible for the safekeeping of any monies of the Association
This Contract Is the property of CEPCO Management Services, LLC and is not to be given to any other management company or individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 1 10
shall be covered by a fidelity bond. CEPCO currently carries One Million ($1,000,000.00) Dollars in
fidelity coverage at its own expense. The fidelity bond premium for any additional coverage required
by the Association is to be an operating expense of the Association.
(b) Association shall designate a single individual who shall be authorized to deal with CEPCO
on any matter relating to the management of the property or pertaining to the duties of CEPCO
contemplated by the Contract. In the absence of any other designated by the Board, the President
of the Board shall have this authority. Not withstanding the foregoing, CEPCO will confer freely with
the Board members on Association matters.
(c) CEPCO shall have no authority to make any structural changes in the property or to make
any other major alterations or additions in or to any building or equipment therein, except such
emergency repairs as may be required because of danger to life or property or which are
immediately necessary for the preservation and safety of the property or the safety of the
Association and occupants or are required to avoid the suspension of any necessary service to the
property.
(d) CEPCO shall not be obligated to do anything to bring the property, the common elements,
the property use or any activity on the property or involving the common elements into compliance
with any ordinances, laws, or regulations (including but not limited to those relating to the disposal
of solid, liquid and gaseous wastes) of the City, County, State or Federal Government, or any public
authority or official thereof having jurisdiction over it. CEPCO shall notify the Association or the
Board promptly or forward to the Association or the Board promptly, any complaints, warning
notices or summonses received by it relating to such matters. The Association represents that to
the best of its knowledge the property complies with all such requirements, and authorizes CEPCO
to disclose the ownership of the property to any such officials, and agrees to indemnify and hold
This Contract is the Property of CEPCO Management Services, LLC and is not to be given to any other management company or individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

- - - ---- — — — Page I 11
harmless CEPCO, its representatives and employees, of and from all loss, costs and expense
related to any present or future violation or alleged violation of such laws, ordinances, rules, or
regulations.
(a) The Association shall indemnify and hold CEPCO harmless from all liability, damage, and
the cost and expense of any suits, including reasonable attorney's fees in connection with the
management of the property and from liability, damage, costs and expenses which may arise in
connection with injury or damages to person or property suffered by any employee, owner, or other
person or entity. The Association shall carry, at its own expense, necessary commercial general
liability, and all other insurance adequate to protect the interest of the parties hereto, which policies
shall be so written as to protect CEPCO in the same manner and to the same extent they protect
the Association, and will name CEPCO as an additional named insured. This paragraph is not
intended to apply to any action between CEPCO and the Association relating to mismanagement,
gross negligence, or criminal acts.
(f) The Association shall pay all expenses which may be incurred by CEPCO including, without
limitation, attorney's fees for counsel employed to represent CEPCO or the Association in any
proceeding or suit brought by CEPCO or the Association against any homeowner or homeowners
or others, or against CEPCO by any homeowner or others, or against the Association by
homeowners or others. This paragraph is not intended to apply to any action between CEPCO and
the Association.
(g) If either party shall be in default under any of the terms of this Contract, then the defaulting
party shall have thirty (30) days after receiving written notice of default to cure such default.
Recognizing that it may be impossible to cure some terms of default within the thirty (30) day
period, the defaulting party shall be deemed to have cured the default as to those specific terms if it
This Contract Is the Property of CEPCO Management Services, LLC and is not to be given to any other management company or individual, except for the
Lantana Crossing Homeowners Association, Inc Board Members, for any reason.

---- — — - - ----Page 1 12
- ---can show and demonstrate within the thirt
y ( 30 ) day period that It is exercising due diligence to cure
the default. If the default is not cured within the thirty (30) day period herein discussed, then this
Contract may be terminated upon ninety (90) days written notice to defaulting party.
(h) Realizing that from time to time the Association may be in need of attorneys to represent
the Association in various matters, including the collection of dues and assessments and the
enforcement of terms and provisions of the Association documents, CEPCO shall have the
authority to retain such legal counsel as it and the Board of Directors deems appropriate for the
representation of the Association. Such attorney or firm may have previously or currently
represented CEPCO or its employees or officers in various matters. If, during the course of
representation, a conflict of interest shall arise between CEPCO or its employees or officers and
the Association as to the attomey's representation of both, the attorney shall be allowed to withdraw
from representing the Association and CEPCO or its employees or officers (as the case may be)
solely, subject to the Rules of Professional Conduct of the North Carolina State Bar.
VI
NOTICES
Any notice now and hereafter required to be given in this Contract shall be sent certified mail
return receipt requested to the parties as follows:
Association: LANTANA CROSSING HOMEOWNERS ASSOCIATION, INC.
Elizabeth Wolfson, President
458 Morning Glory Court
Wilmington, North Carolina 28405
CEPCO: CEPCO Management Services, LLC
1628 Doctors Circle
Wilmington, North Carolina 28401
[phone]
or such other address as the parties may provide from time to time.
This Contract is the Property of CEPCO Management Services, LLC and is not to be given to any other management company or Individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason.

Page 13
VII
ENTIRE CQNTRACT
This Contract represents the entire agreement of the parties hereto. There are no agreements,
representations, amendments of understandings except as are set forth herein. All changes,
additions, modifications or deletions hereto must be in writing and signed by the parties hereto.
VIII
COMPLIANCE WITH STATUTES AND REGULATIONS
The Association and CEPCO each agree to comply with all applicable statutes, regulations, and
guidelines governing the conduct of business herein described.
THIS CONTRACT shall be binding, shall supersede any previous contracts between the
parties and shall inure to the benefit of the heirs, successors, and assigns of CEPCO and the
Association, and shall be construed in accordance with the laws of the State of North Carolina.
ASSOCIATION:
LANTANA CROSSING HOMEOWNERS ASSOCIATION, INC.
BY: (SEAL)
lizabeth Wolfsonent , Presid
CEPCO:
CEPCQ M A MENT S LLC
BY: (SEAL)
Mic el W. Head
This Contract Is the Property of CEPCO Management Services, LLC and is not lobe given to any other management company or individual, except for the
Lantana Crossing Homeowners Association, Inc. Board Members, for any reason,

CEPCO
FEE SCHEDULE
'COMPENSATION RATES
2019 - 2020
MANAGEMENT FEES
I the Association shall pay a basic management fee of $"0.00 dollars pet lot per month for
services within the scope of the contract.
2 Hourly Rates (tor Personnel Services Outside of the Scope of the Management Contract)
l8fed in 1 /4 hour increments)
General Manager
$
125.00
Staff Certified Public Accountant
$
100.00
Accounting Manager
$
95.00
Director of Operations
$
95.00
Senior Community Manager
$
75.00
Community Manager
$
55.00
Community Service Administrator
$
50.00
Clerical Personnel
$
45.00
Maintenance - Service Cali
$
65.00
Maintenance - Some Call Additional Time
$
55.00
After Hours - Saturday / Sunday / Holidays
(1 112 Normal Ratel
3
1120H Tax Return
$
350.00
BASIC
SUPPLIES AND OTHER EXPENSES
I
Checks
$
0.25 each
2
Envelopes (Standard)
$
0.10 each
3
Envelopes(Other)
$
0.10 oz
4
Lobels
$
0.05 each
5
Copies (Black/white)
$
0.15 each
6
Copies (Color)
$
0.35 each
7
Statements
$
0.15 each
8
Faxes
$
1.00 per page
9
Welcome Package Folders
$
2.00 each
10
Postage
$
Current Cost
1 I
Accounts Receivable Letters
$
10.00 each
12
Payment Pion Processing Fee
$
50.00 each
13
15 day Lien Letter
$
25.00 each
14
Investment Account set up Fee
$
75.00 each
15
Bankruptcy Notification
$
50.00 each
16
Year End Package
$
75.00 each
17
Storage (Monthly)
$
6.00 per month
18
Off -site File Box Retrieval and Return
Current Cost $
18.44 per box each way
19
Paymenl Coupons
$
3.99 each
20
Association Close-out Fee (of departure)
$
One month management Fee
21
Assessment Invoices
$
1.50 each
22
Special Assessment Processing
$
2.00 per LIM
pe month
23
CEPCO/CINC Website Portal (Monthly)
$
12.00 per month
24
IRS Forms (1099. W2, W4 etc)
$
2.00 each
25
Architectural Processing
$
20.00 each
26
Set up Fee
Not Charged to HOA $
150.00 plus rush fees
if applicable
Association Name: Lantana Crossing HOA, Inc
DATEA
31 q
(SEAL)
Sign tur

Hall, Christine
From: Hall, Christine
Sent: Friday, September 01, 2017 1:40 PM
To: 'Charles Meier'; 'cameron [e-mail]'
Cc: Kathleen Lynch (lynch km53@gmaiLcom); Kathleen Gilissen; tammarow@gmail com; Tina
([e-mail])
Subject: RE: Lantana Crossing HOA/SW Permit 4 SW8 120911
Thank you for your e-mail. I will put a copy of this e-main in the file to notify others that may handle this project in the
future.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstine hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
�`Nlothing Compares�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Charles Meier [mailto:[e-mail]]
Sent: Friday, September 01, 2017 11:24 AM
To: Hall, Christine <[e-mail]>; '[e-mail]' <[e-mail]>
Cc: Kathleen Lynch ([e-mail]) <[e-mail]>; Kathleen Gilissen <[e-mail]>;
[e-mail], Tina ([e-mail]) <[e-mail]>
Subject: Lantana Crossing HOA/SW Permit p SW8 120911
Ms. Hall, I represent Lantana Crossing HOA, Inc. On June 5, 2017, Ms. Kathleen Lynch, VP of the HOA, signed a State SW
Fast Track Process form. This was in connection with a proposed permit modification to add an offsite drainage area
owned by an adjacent property owner, Carolina Storage Investors, LLC. This was contingent upon the HOA reaching an
agreement with Carolina Storage Investors, LLC for use of the HOA's pond. No such agreement was ever reached. I
assume Carolina Storage Investors, LLC will apply for their own permit. They do not have permission to drain to the
HOA's pond(s). The form signed by Ms. Lynch should be considered null and void.
Thank you,
Charles D. Meier
MARSHALL, WILLIAMS & GORHAM, L.L.P.
14 S. Fifth Avenue
Wilmington, NC 28401

Phone: [phone] Ext. 214
Fax: [phone]
This message may contain information that is attorney work product, attorney -client privileged or otherwise confidential If you are not an intended recipient, the use
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5\,� l .1)1 I I
Kathleen Lynch
420 Sturbridge Court
Wilmington, NC 28405
845-216-0532 1
Lynchkm53®gmall.com
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SEP 0 12017
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8/312017 swu 101 - [e-mail] - Gmail
Pauly camp 9:14 AM (8 hours ago) _
to Rick, Tom, Branch, Charles, me, Rocky, Tom
arertnh ,
We wnl be moving on wW our current pro)ed at Ceromre storage and pemtila Tel we atrrmdy have. lamtam Creaakyc mt be on there own (pewvg on
there offer( with Mere Pond end ell Mare other problems they faM. We w51 be bo" to opening up bw other entrance a$ discussad before on (Morning
GIM Ct) so we can brig In RVs Blg !oats and eGuiVn" ror our new No". L (Ike Tare attomy k&ad the deal.
So Sorry about the lag dN2ya
Paul Cempegrre
Cwdirta Storage
pavlvCammOad mrn
Kathleen Lynch
9:29 AM (8 hours ago)
Frnm- Pardv ramn <Paulvr:amn(Afanl rnm>
Branch Smith
3,01 PM (2 hours ago)
is MO_tnr!mnrrnw_rv�l if.vro �f_andef �Cdnnert ann,naaNzoO rnm,)•.....�-.....__.....
...... _.-,,....,_�__ _ .
Kathleen Lyra.
5:24 PM (14 minutes ago)
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5,34 PM (5 minutes ago)
to me
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From: KeWeem Lynn ` �rpl�
Date: August 31. Zot7 at 524:34 PM EDT
TO: as Tamnmo <�p�,p, Tina h4'1<�°^ag®ed cnma
Subject Fwd: swu 101
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""� MJAJ er I d J.1 L1101,1
DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
SW Progrem(a): ❑ Coastal SA -HOW ❑ Coastal SA-ORW 0 Coastal FW-ORW ❑ Coastal Other
O Non -coastal HOW !: Non-colistol ORW ❑ Urbanizing Areas, ❑ USMP
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMIWA? EA FAST TRACK PROCESS:
"AUTHORIZATION TO COf\1STRi iC'T" (ATC) PERMIT APPLICATION FORM
Link to Ajlplication Instructions
A. ELIGIBILITY FOR FAST -TRACK F'ERNU-1 11ING
To be considered for a Fast Track ATC Permit, all of the items below must be checked. If any Item cannot be
checked, then the project must apply under the Standard Permitting Process.
® The project and all SCMs (including existing SCMs associated with the project) will meet all applicable
requirements of 15A NCAC 02H .1000 - .1062, including m Design Criteria (MDC), upon project
completion.
® The project is not proposing an aft native desig
® The project is not Claiming an exe [ion from the C ased on ested rights, a waiver Of a D tors
Certiflcatlon.
® The project is not out of compliant wit bn ehisting st rmw er permit or any other en onmental permit.
® The project application bears the si net re and eel of a professlonal licensed pu ant to either Chapter 89A of
89C of the NC General Statutes.
® I understand that at project complet n, a applic on with the as -built sto ter plans (as described in 15A
NCAC 02H .1 4 must be submitt, and EQ wil review the as -built st mwater plans to confirm compliance with
the MDC. App Val of the as -built s rmwa r pla will be required ore the Erosion and Sedimentation Control
Plan for the prof may be closed t.
® 1 understand that th ast Track AT Permit will expire five yea after date of issuance.
B. GENERAL iNFORNIA ON
1 Project Name:
2. Previous Project Name (if appli ble)
1 Location of Project (street addres
City: Co nty: Zip:
4. Directions to project (from nearest major in r tion):
5. Latitude: Longitud - w of the main a ante to the project.
C. PERMIT INFORMATIONv
1. Specify whether project is (check one):
® New, no previous application
❑ New, replacing a previous Fast Trac ermit — provide previous pe number: SWA
By checking the above box, you are also requesting that DEQ rescind the previous Fast Track ATC Permit
upon issuance of the new Fast Track ATC Permit
Stormwater Fast Trask ATC Applic;.Iion =Grvn ^ of ,9 Jan. 1. 2017

® Modification of an existing stormwater permit - provide existing permit number: SW
Status of construction? ❑ Not Started ❑ Partially Completed ❑ Completed
❑ Transfer of existing Fast Track ATC Permit - provide existing ATC permit number: SWA
2. Applicable state stormwater program(s) (check all that apply):
❑ Coastal SA-ORW, Is any portion of the project within 575 feet of SA-ORW waters? ❑ Yes [:)No
❑ Coastal SA-HQW
❑ Coastal Freshwater ORW
® Coastal - Other
❑ Urbanizing Areas (Phase 2)
❑ Non -Coastal HRW
❑ Non•Coastai oQW
❑ USMP
3, Other Permits (as applicable):
�R c-<' 'MM1•, ?
'�gi'�i�i�'�C�.w4�1
• •NPDES
Industrial
Storrnwater
4. Local jurisdiction for building permits:
Point of Contact: Linda Painter
0. CONTACT INFORMATEOF1
1. Applicant/Financially Responsibl
Signing Official Name & Tit1
Street s:
City:
Mailing Address ('&,iffrent):san
City:
Phone: -
Email:
2. If the Applicant is a Corporation:
Name of Registered Agent:_
Mailing Address:
City:
Phone: ( )
Email:
3. The Applicant is the (check aff that apply):
be an Organization):Lantana Crossing HOA, Inc.
State: Zi
Fax: (( /�'.Z7/
State: Zip:
Fax: ( )
® Property Owner
❑ Lessee (Attach a copy of the lease agreement & complete Item 4.)
❑ Purchaser (Attach a copy of the pending sales agreement & complete Item 4.)
❑ Developer (Attach a copy of the development agreement & complete Item 4.)
Stormwatr Fast TracK ATC Application ;:Crm gage 2 of 8 Jan. 1, 2017

4. If the Applicant is NOT the Property Owner (skip to Item 5 if the Applicant IIS the Property Owner):
Property Owner Name/Organization:
Signing Official 8 Title:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: j) Fax: (_)
5. The licensed Design Professional that will be retained for the duration of the project, who may provide
information on the Applicant's behalf, and who will prepare and certify the as -built package:
Consulting Engineer/Landscape Arch tect:J. Branch Smith, PE
Consulting Firm: Paramounte Engineering, Inc.
Mailing Address: 122 Cinema Dr
City:Wilminaton State:NC Zip:28403
Phone: [phone] Fax: ( I
Emall:bsmtth aramounte-eno.com
6. [OPTIONAL) If you would like to designate another person to answer questions about the project:
Name i3 Title:
Organization: _
Mailing Address
City: State:
Phone: ( ) Fax: ( )
Email:
E. PROJECT INFORMATION
1. Specify the type of project (check one): ❑ Low Density ® High Density
2. Briefly summarize how the stormwater runoff will be treated/conveyed:
Collection System to Pond
3. Stormwater runoff from this project drains to the
River basin(s).
4. Receiving water information (if more than 3 receiving waters, provide additional information on an attached sheet):
Receiving
Water 1
Receiving
Water 2
Receiving
Water 3
Receiving Stream Name
Stream Classification
Stream Index Number
Stormwater Fast Track ATC AaPlioadon Form. 03ga 3 o'i 8 Jan. 1. 2017

s Pro ect area and density information:
Total Property Area
sf
Total Surface Water Area
0 Sf
Considered to Include:
• the normal pool of impounded structures:
• the area between the banks of streams and rivers: and
• the area below the Normal High Water (NHW) line or Mean High Water (MHW) line.
Total Coastal Wetlands Area
0 sf
Considered to include: coastal wetlands landward from the NHW (or MHW) line.
Total Project Area
of
Excludes the surface water area and coastal wetland'area Identified above.
May or may not be the same as Property Area -
Built -Upon Area (BUA) associated with Existing Development
sf
"Existing development" means those projects that are built or those projects that have establlshed a
vested right under North Carolina law as of the effective date of the state stormwater program or
applicable local government ordinance to which the project /s subject.
Proposed New BUA
sf'
Includes proposed new BUA that is not associated with existing development.
"BUA"is defined in N.C.G, S. 143.214.7(b2). It includes, but is not limited to: buildings, roads, parking
areas, sidewalks, and some gravel areas. The design volume of SCMs must take Into account the
-
runoff from build out from all surfaces draining to the SCM in accordance with 15A NCAC 02H .1050(1).
Project Density
w/ Existing Development: Project Density = (New SUA]/(Total Project Area - Existing BUAj x 100 or
wio Existing Development: Project Density = [New SUA]/Total Project Areajx 100
6: Anticipated construction start date
7. Is the project located within 5 miles of a public airport? ® No ❑ Yes
/f'Ves,'see S.L. 2012-200. Part VI: htt0'/lwww ncleq nettSessions/2011(BilisLSenate/PDFI5229v6 odf and
8. For projects in Union Countv: Contact DEMLR Central Office Stormwater staff at 919-707-9200 to determine if
the project is located within a Threatened B Endangered Species watershed that may be subject to more
stringent stormwater requirements per 15A NCAC 028 .0600.
Stormwater Fast Track ATC Apoiiea±inn Fc!w r-a,,,; p 1 n; 8 Jan. 1. 2017

F, 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 application 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:
Initials
1. Two original signed hard Copies and one electronic copy of this State Stormwater Fast Track
Process "Authorization to Construct" (ATC) Permit Application Form.
2. Permit application processing fee of $505 payable to NCDEQ.
3. Two hard copies and one electronic copy of a USGS map identifying the project location
and GPS coordinates for the project_ If the receiving water is Class SA or the receiving water
drains to Class SA waters within %: mile of the project boundary, include the 1/2 mile radius
on the map. If the project is within 575 feet of Class SA-ORW waters, include the 575-foot
radius on the map.
4. Two original signed hard copies and one electronic copy of a site plan depicting the boundary
of the project or project phase currently being permitted, including the locations of SCMs,
streams, wetlands, and buffers.
5. Two hard copies and one electronic copy of a construction sequence that discusses how any
future development on the project may be phased.
6. A copy of the most current property deed. Deed book: Page No:
7. [IF APPLICABLE) When the applicant is a corporation or a limited liability corporation (LLC): Provide
two hard copies 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). 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. httos://www.sosnC goy/search/index/mrd
8. (IF APPLICABLE) When the applicant is a Partnership or other person engaging in business under
an assumed name, attach a copy of the Certificate of Assumed Name.
9. (IF APPLICABLE) When the applicant is not the property owner: Provide two original signed hard
copies and one electronic copy of lease agreements, affidavits, pending sales agreement,
development agreement, or other documents showing that the applicant has obtained legal rights to
submit a stormwater permit application within the proposed project area.
10. (IF APPLICABLE] If modifying an existing permit for completed or partially completed projects, a copy
of the designer's certification.
Swrmwater Fast TracK ATC F nr rn . ayE r 3f d Jan. 1, 2017

G. CERTIFICATION OF APPLICANT/ FINIANMALLY RESPONSIBLE PARTY
The Applicant, who is also the Financially Responsible Party, identified in Section D of this form must sign and have
notarized the following guaranty:
I, (print or type name of Applicant/Financially Responsible Party)
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that:
1. the design has been or will be completed in accordance with the MDC asset forth in Rules 15A NCAC
02H .1050 through .1062, to the best of my knowledge:
2. the completed design meets or will meet the MDC and that the percentage BUA that is the basis for the
design shall not be exceeded, to the best of my knowledge: and
3. As the applicant, I shall maintain a licensed professional of record for the duration of the project
who will prepare and certify the as -built package. If I retain another licensed
professional before the project is complete, then I shall provide an updated
guaranty wittt the current licensed professional's seal. A licensed professional shall inform
the Division if he is no longer associated with this project.
The iabove information is true and correct to the best of my
are to r vide corr cted inform tion should there be any
Kwh
Type or print name /
of W 14, YfAN/(Y`tN , A hereby
appeared before me this 1 \\\ day of
and belief and was
11
for the State
stormwater p)Prmit. //itness�and and official
SEAL
i
=rn Nora �
UZ
My cc
by me under oath I
rsi
r
Stormwater Fast Track ATC 'Application Fora :�soF 6 of 8 Jan. 1, 2017

.H. DESIGN PROFESSIONAL'S Ce't3TiFICATiON
To be completed by the Design Professional identified in Section 0.5.
I, J. Branch Smith attest to the following:
1. This application has been reviewed by me and is accurate and complete. to the best of my knowledge;
2. The design has been completed in accordance with the MDC as set forth in Rules 15A NCAC 02H
1050 through _1062, as applicable;
3. The percentage built -upon area that is the basis for the design will not be exceeded; and
a. 1 have the expertise. education, and experience required to design the SCMs proposed in this
application in accordance with the MDC as set forth in Rules 15A NCAC 02H .1050 through .1062.
Note: In accordance with N.C.G.S. 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification In any application shall be guilty of a Class 2 misdemeanor which may
include a fine not to exceed $10.000 as well as civil penalties up to $25,000 per violation. In addition, any person
who knowingly makes any false statement, representation, or certification in any application may be reported to
the appropriate NC professional licensing board.
Signature: Date:
SEAL
Stormwater Fast Traok ATC Application Fcsrrr Page 7 ?i 8 Jan. 1, 2017

PROPERTY OWNER'S AUTHORIZATION OF APPLICANT IS NOT THE PROPERTY OWNER)
I, (print or type name of the Property Owner) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of Applicant)
with (print or typo name of Applicant's
organization) to develop the project as
currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the
submittal, which indicates the party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the 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 I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25.000 per day, pursuant to NCGS 143-215.6.
Date:
a Notary Public for the State of
of , do hereby certify that
County
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
Stor water Fast Tracis ATC Aeplicafion Forrn Page e, or 6 Jan. 1. 2017

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, Nordi Carolina 28405
[phone] .
FILE ACCESS RECORB
SECTION
TIME/DATE
NAME
REPRESENT_tNG �%� Q /�Gt /�. �� i // i Gam" �> /✓7 l
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We, also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following gu dehaes signing the form'
i. Due to the large public demand or file access, we request that you call at least a day n
advance to schedule an appointment to review the files. A-pyointments will be scheduled
between 9=00am and 3:00pm. Viewing time ends at 4:45pm. AnYone arriv now tRout an
appointment MRY7 view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3 You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copv is S.05 cents. Payment may be made by check money order, or cash at the
reception desk. Copies totaling $5 00 or more can be invoiced for Your convenienceA. .
FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, muiilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases large totes etc. are
permitted in the file review area
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME COUNTY
2.
3.
4- —
Signature and Name ofFirm/Business Date Time In
Please attach a 6unness card to thisform Ii T`TOICE
COPIES MADE % PAID
S:Admin.file access
Time Out

Kathleen Lynch
410 Sturbridge Court
Wilmington, NC 28405
845-216-0532 1
[e-mail]
Fax
TO:
GEORGETTE
SCOTT
FAX: [phone]
PHONE:
RE:
LANTANA
CROSSING
RETENTION
POND
ECEIVEFJ
JUL 21 2011
FROM:
KATHLEEN
LYNCH
PAGES: 27 including cover page
DATE: July 20, 2017
CC:
❑ Urgent ® For review ❑ Please comment ❑ Please reply ❑ Please recycle
Comments: Helltr�ollowing is for your review before our meeting on Weds. July 26, 2017.
1- Proposed Contract
2-Storm water management permit application
3-NC Dept. of Environmental quality Request for Express Permit Review
Please contact me should you have any questions or discussion.
Sincerely,
Kathleen Lynch

m

21-Jul-2017 04:07 HE: Public Records Lau Request: NC DEQ annual 6502390190 p.2
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed
Thanks for your help, and let me know 1f further clarification is needed.
On May 5, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification is needed.
On April 20, 2017:
TO whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017, Please let me know when I can
expect to receive a response, or if further clarification is needed,
Thanks for your help, and let me know if further clarification is needed.
On April 5, 2017:
To Whom It May Concern'.
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 23, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification is needed.
On March 16, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017, Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification is needed.
On March 1, 2017:
To Whom It May Concern;

21-Jul-2017 04:00 RE: Public Records Law Request: NC DEQ annual 6502390190 p.3
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification 1s needed.
Thanks for your help, and let me know if further clarification is needed
On Feb. 14, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan, 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification 1s needed
On Jan, 30, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted an Jan. 13, 2017, Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification is needed
On Jan. 15, 2017:
To Whom It May Concern:
Pursuant to North Carolina Public Records Law (GS. H 132-1 through 132-10), I
hereby request the following documents:
All annual inspection reports, related exhibits, recommendations, responses, and
associated materials regarding or mentioning hog farms or hog waste If further
clarification is necessary, it will gladly be provided.
This request was initially submitted to the Department of Environmental Quality,
which directed me to submit this request to your office.
The requested documents will be made available to the general public, and this
request is not being made for commercial purposes,
In the event that there are fees, I would be grateful if you would inform me of
the total charges in advance of fulfilling my request. I would prefer the
request filled electronically, by e-mail attachment if available or CD-ROM if
not.
Thank you in advance for your anticipated cooperation in this matter, I would
request your response within ten (10) business days.
Sincerely,
Beryl Lipton

Z1-Jul-Z017 04:08 RE: Public Records Law Request: HC DEQ annual 65OZ390190 p.9
On Jan. 13, 2017:
You are not allowed to post to this mailing list, and your message has
been automatically rejected. if you think that your messages are
being rejected in error, contact the mailing list owner at
[e-mail]
On Jan, 13, 2017:
To Whom It May Concern:
Pursuant to North Carolina Public Records Law (G.S. §§ 132-1 through 132-10), I
hereby request the following documents:
All annual inspection reports, related exhibits, recommendations, responses, and
associated materials regarding or mentioning hog farms or hog waste. If further
clarification is necessary, it will gladly be provided.
This request was initially submitted to the Department of Environmental Quality,
which directed me to submit this request to your office,
The requested documents will be made available to the general public, and this
request is not being made for commercial purposes.
In the event that there are fees, I would be grateful if you would inform me of
the total charges in advance of fulfilling my request. I would prefer the
request filled electronically, by e-mail attachment if available or CD-ROM if
not.
Thank you in advance for your anticipated cooperation in this matter, I would
request your response within ten (10) business days.
sincerely,
Beryl Lipton
Filed via MuckRock.com
E-mail (Preferred): 31963-37786684@requests muckrock,com
For mailed responses, please address (see note):
MuckRock
DEPT MR 31963
411A Highland Ave
Somerville, MA 02144-2516
PLEASE NOTE: This request was filed by a MuckRock staff reporter. Also note that
improperly addressed (i.e., with the requester's name rather than "MuckRock
News" and the department number) requests might be returned as undeliverable

,�iDEMLRUSE,ONLY.$-
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HOW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Lantana Crossing
2. Location of Project (street address):
311 Judges Rd
City:Wilmington County:New Hanover Zip:28405
3. Directions to project (from nearest major intersection):
North on Market (US 17N) to Judges Rd then 1200-ft on left off Judges
4. Latitude:340 15' 11.6" N Longitude:770 51' 30.9" W of the main entrance to the project.
It. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification'
'Renewals with modifications also requires SWU-102— Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 120911 its issue date (if known and the status of
construction: Not Started its
Completed' Completed' 'provide a designer's
certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
OEMLR 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: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo Ye t� p
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.org/web/ir/rules-and-regulation � E I �r E
Ill. CONTACT INFORMATION 11. 1.a.Print Applicant / Signing Official's name and title (specifically the developer, property nJk11�see'
designated government official, individual, etc. who owns the proiect):
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

Applicant/Organization: ! Lantana Crossing HOA, Inc.
Signing Official & Title:
b.Contact information for person listed in item 1a above:
Street Address:1612 Military Cutoff Rd, Suite 108 (CAMS)
City:Wilmington State:NC Zip:28403
Mailing Address (if app/icable):same
City: State:
Phone: (910 ) 256-3792 Fax:
Email:
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:Lantana Crossing HOA
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) 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/Organization:
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: New Hanover Co
Point of Contact: Linda Painter Phone #: 910 7 6
IV. PROJECT INFORMATION JUL 21 2091
1. In the space provided below, briefly summarize how the stornwater runoff will bejtated.
Stormwater runoff collected via sheet flow and swales and then piped to existing storm pipe system to wet
detention pond
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

2.a.N claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other. Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW — 1995 ❑ Ph 11— Post Construction
3. Stor mwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 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': acres
Total project area shall be calculated to exclude the following: the normal pool of impounded structures,
the area between the banks of streams and rivers, the area below the Normal High Water (NHW) line or
Mean High Water (MHW) line, and coastal wetlands landward from the NHW (of 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 I Total Project Area) X 100 = %
9. How many drainage areas does the project have?2 (For high density, count f 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.tnformation_ _ � `r" �
DraindQ6'Area'*'
Draiha a Area �4
Dralhdg `Area'°"
'Drains 6 Area.,--'
Receiving Stream Name
Stream Class '
Stream Index Number'
Total Drainage Area s
On -site Drainage Area s
Off -site Drains a Area
Pro osed Impervious Area" (sf)
% Impervious Area" (total)
Impervious- Surface'AniiK -- =
Drainage -Area --
Drains -e'Area"--
Drairia a Area -
Drainage Area
On -site Buildings/Lots s
On -site Streets s
On -site Parkin s
On -site Sidewalks s
Other on -site s
Future (sf)
cl-
2(sf)
Existin BUA'' (sf)
Total (s :
Stream Class and Index Number can be determined at: 'Bjf;
http://portal. ncdenr. org/web/wg/ps/csu/classifications
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
"'Report only that amount of existing BUA that will remain after development. Do not report any existing
BUA that is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Offsite Impervious
from offsite property
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per !SA NCAC 01B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the fors can be downloaded
from http://portal.nedenr.orq/web/wq/ws/sufbmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed
application instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wgtws/su/statesw/forms docs. 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 http://portal.nGdenr.orglwebtwg/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
http://portal.nodenr.orgtwebtwgtws/su/stateswtforms dots.
Initials
1. Original and one copy of the Storwater Management Permit Application For.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
For. (if required as per Part Vll below)
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.orq/pagesionestopexpress.htmiforinformation 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/management for
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within '/2 mile of the site boundary, include the '/2
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 fir.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow. rEC E I V E
f. Scale. !'Aq�+
g. Revision number and dates. JUL 21
h. Identify all surface waters on the plans by delineating the normal pool elevatio
impounded structures, the banks of streams and rivers, the MHW or NHW line idal
waters, and any coastal wetlands landward of the MHW or NHW lines. BY:
• 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.
I. 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.
Form SWU-101 Version Oct. 3 t, 2013 Page 4 of 6

n. 'Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" 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 verify 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 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e)
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://portal.nrdenr.org/web/Ir/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.
Vill. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firth (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:J Branch Smith
Consulting Firth: Paramounte Engineering, Inc.
Mailing Address:122 Cinema Drive
City:Wilmington State:NC Zip:28409
Phone: (910 ) 791-6707 Fax: ( )
Email: bsmithApa ramou me-eng. com
DL PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) NA certify that I
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 OLMIDEJ e
party responsible for the operation and maintenance of the stormwater system.
u JUL 21 2017
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 BY:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stonnwater 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 I will be operating a stormwater treatment
facility without a valid permit. 1 understand that the operation of a stonnwater 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.
Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this day of , and acknowledge the
due execution of the application for a stonnwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANrs CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a)
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 stonnwater rules under 15A NCAC 2H .1000 and any other applicable state stonnwater requirements.
Date:
I, , a Notary Public for the State of
County of do hereby certify that
personally appeared before me this day of , and acknowledge the
due execution of the application for a stonnwater permit.
Form SWU-101 Version Oc 1
31, 2013
Witness my hand and official seal,
JUL 21 2017
Page 6 of 6 By'

SEAL
My commission expires
� - FIVE
,4
JUL Z 1 ZUl/ UI i!
Form SWU-101 Version Oct. 31, 2013 Page 7 of 6

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North Carolina Department of Environmental Quality
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are
Permit Coordinator along with a completed DETAILED narrative, si.
package of the project location. Please include this form in the app
For DEQ use ONLY
Reviewer:
Submit
rime:_ —
Confirm:
for express review. Call and Email the completed form to the
package.
• Asheville Region -Alison Davidson 828-296-4698;atison.davidson(rDncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeencdenr.nov
• Mooresville or Winston Salem -Marcia Allocco704-235-2107;marcia.alloccoftcdenr.aov
• Washington Region -Lyn Hardison 252-948-3842orlvn.hardisonngncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaveroncdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: LANTANA CROSSING County: NEW HANOVER
Applicant KATHLEEN LYNCH, VP Company: LANTANA CROSSING HOA. INC.
Address: 1612 MILITARY CUTOFF RD SUITE 108 City: WILMINGTON, State: NC Zip: 28403
Phone: [phone] Fax: _ _ Email: [e-mail]
Ph 11 V. JUDGES RD
SW_
SW _
SW _
NPDES _
NPDES _
WO _
wo _
E&S _
E&S _
Other
ysica oca on.
Project Drains into SPRING BRANCH waters - Water classification ySW (DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within''/: mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: BRANCH SMITH Company: PARAMOUNTE ENGINEERING
Address: 122 CINEMA DR City: WILMINGTON, State: NC ZIp: 28403_
Phone: 91D-T91-66J Fax: _-_ Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
$_ #_ JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntenniftentlPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site (SW _ (Provide permit
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide penny #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
For DEQ use only
Tnlar Fee A, .ff
ftlOp IIt 1V1 mu'u IV ..... W. Y".
,I
SUBMITTAL DATES
I Fee
'
SUBMITTAL DATES
Fat
CAMA
$
Variance ( Mal; Min)
$
SW (El HD, El LD, 0 Gen)
I
LQS
I
I $
Stream Deter--
$
NCDEQ EXPRESS March 2016

CAROLINA STORAGE
NEW HANOVER COUNTY, NORTH CAROLINA
STORMWATER & EROSION CONTROL NARRATIVE
Prepared for: y?�
Carolina -Storage Investments
?'311# dges Rd
W'='a-' on=NC 28405
tlmit_►gt :;; a C
k-P Prepared b}'
-�- : AR
N
-\
'122'Cinema Drive
Wilmington, NC 28403
[phone]
NC License #: C-2846
Project #17133.PE
June 2017

PROJECT NARRATIVE
This project will consist of an overflow area for the existing mini storage property east of the property-. The
outdoor storage may include future buildings, but they are not proposed as part of this project. The property
is located behind the existing 311 Judges Rd. (SR 2127) therefore, the property will be accessed through the
same driveway. It is further identified by New Hanover County PIN #: R05000-001-003-000 (2.68 +/- ac),
and coordinates: Iat 34' 15' 11.6"N, Long. 77' 51' 30.9"W. The site is adjoined by residential use to the
north, but commercial/industrial on all other sides.
The current conditions consist of woods, 1-2% sloped terrain
of the property which leads to a wetland area. The wetand
information was given on the wetland delineation or a consults
predominantly Johnston, Leon, Lynn Haven, and Seagate fin
NRCS. According to the attached USGS map, the site _6Ain:
Smith Creek (18-74-63), which is classified as C; Sw; wiihin.the
A. TEMPORARY CONSTRUCTION ENTRANCI
gravel construction entrance is iZ &d on the existin
B. TEMPORARY SILT (SEDIMENT) FENCE ,(D
will be used to control sediment runoff -from fill'area:
trash from leaving-thib.site
.f�,� ,�..
C. RIP -RAP OUTLET PROTECTION (DENR'.PF
within the sedimen'rbasin (futuiefwet detention basin
diffuse flow to downstream wedaud.areas. t _
D. TEMPORARY SKIMMER,SEDIMENT BASIN
pond will have t&in`stall a temporary skimm6r;device
..,
'discharged to the ponder
section along the north and west
¢ea was identified by surveyors, but no other
'r1; Y -"
nt.reference. The existing soils on the site are
,sands —according to the Web Soil Survey of
Ito an unnamed tributary of Spring Branch —
Cape Fear RiverBasin.
i
JRE&,V
(DENR PRACTICE 6:0t)jOne temporary
property line.
NB PRACTICE 6.62) Temporary silt fence
and prevent _any construction sediment or
,CTICE:6.41) Outlet protection is shown
and pipe outlet to prevent scour and provide
(DENR PRACTICE 6.64) The existing wet
to the pipe outlet before sediment water is
E. TEMPORARY DIVERSION DITCHES WITH EXCELSIOR LINING AND WATTLES
(PRACTICE 6.20) Temporary diversion ditches with excelsior matting (f necessary) will be used
to carry the sheet flow into aaemporary sediment basin. Wattles are to be spaced out according to
the plans and details based190 slope and length.
F. TEMPORARY TREE'PROTECTION FENCING (DENR PRACTICE 6.05) Temporary
tree protection fencing is not specifically specified because everything outside the LOD will remain
as indicated.
3

PROPOSED STORMWATER CONTROL MEASURES
An existing wet pond is adjacent to the proposed storage property and an inlet pipe is adjacent to the west
property line. The storage yard site will collect stormwater in an internal storm network system and tie -into
the pipe system that leads to the pond. The pond is treating the 1.5-inch design per NCDEQ State
Stormwater Coastal Rules and providing peak discharge control for the 2-yr, 10-yr, and 25-yr design storms
per the New Hanover County Stormwater Ordinance.
The existing pond (Pond #1) is part of the State Stormwater Permit SW8 120911, which is a high -density
permit for Lantana Crossing Subdivision, which is 66 lots. There was no offsite area set aside for either
pond. The additional offsite impervious from Carolina Storage will not cause a structural change to the
outlet structure for Pond #1 based on the current asbuilt on file with NCDEQ. The storage volume
provided has enough extra volume necessary for the additional offsite BUA from the storage yard. The
storage yard drive aisles will be specified with the use of washed #57 overlaid a non -woven geotextile fabric,
per the gravel guidance memo of NCDEQ Toby Vinson dated Oct. 14, 2015. Therefore, the existing storage
volume of 29,125 cf will be maintained in the pond with the addition of the Carolina Storage impervious.
The wet pond was calculated utilizing Rational Method hydrograph routing simulations through use of
HydroCAD modeling software.
Wet Pond (Pond #1 Lantana Crossing)
Reference Appendix HydmC 4D Report Port -Development XXJ'Y
DA = 11.51 acre (501,522 so (Existing Permit)
Ofssite DA = 2.09 acre (91,136 so
Total Proposed DA = 13.61 ac (592,658 so
Pond Routing Peak Elev:
WSEL2 =
WSEL10 =
WSEL25 =
WSEL50 = (Emer. Spwy)
VISE1,100 = (Top of Pond)
Pond Routing Peak DischaW:
Q2 = cfs =< Pre Q2
Q10 = cfs << Pre Q10
Q25 = cfs << Pre Q25
Principal Outlet Blocked — Emergcncy Overflow Analysis
(Overflow would enter adjacent wedand)
WSEL50 = > (Emer. Spwy)
XXISEL100 = = (Top of Pond)
Pre -Developed Pond #1 Lantana Crossing
Refemere Appendix HydroCAD Report Pre -Development xax
DA =
Pre Q2 = cfs
Pre Q10 = cfs
Pre Q25 = cfs
4

CAROLINA STORAGE
NEW HANOVER COUNTY, NORTH CAROLINA
Table of Contents
PROJECT NARRATIVE
PROPOSED EROSION CONTROL MEASURES
PROPOSED STORNRVATER CONTROL MEASURES
ATTACHMENTS:
Property Deed
Soils Map
USGS Map z.
Y
Stormwater /Erosion Control Calculations
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DONALD l DANK
STATE OF NORTH CAROLINA Tax Parcel No.: 0M-150a MILITARY CUTOFF FOW
Excise Sax-n Df
SUITE 102
COUNTY OF NEW HANOVER �1�;:J'INGIVN. NC 2W
THIS DEED, made and entered into this 19th day of December, 2007, by
and between CRR PROPERTIES, L.L.C., a North Carolina limited liability
company, party of the first part; and CAROLINA STORAGE INVESTORS, LLC, a
limited liability company, whose mailing address is 311 Judges Road, Suite
1F, Wilmington, NC 28405, party of the second part;
That the said party of the first part, in consideration of ONE ($1.00)
DOLLAR and other good and valuable considerations to it in hand paid, the
receipt of which is hereby acknowledged, has given, granted, bargained, and
sold, and by these presents does give, grant, bargain, sell and convey unto
the said party of the second part, its successors and assigns, all that
certain real estate lying and being in New Hanover County, North Carolina,
bounded and described as follows, to -wit:
A certain tract or parcel of land lying and being ir. Harnett Township,
New Hanover County, North Carolina and being part of Tract 2 as shown
on a map entitled -Minor Division and Recombination Plat Cameron
Company, LLC, Carolina Coast Holdings, LLC", recorded in Map Book 52,
Page 118 of the New Hanover County Registry, and being more
particularly described as follows:
Beginning at an iron in the northern line of said Tract 2 and at the
southeastern corner of Lot 263, Wildflower, Section 13 (Map Book 32
Page 40), said iron is located South 39 degrees 30 minutes 16 seconds
East 152.07 ft. from a concrete control monument at the intersection
of Albemarle Road and Morning Glory Court. Proceed from said point of
beginning and with the northern line of said Tract 2 North 47 degrees
12 minutes 54 second East 256.70 ft. to an iron; thence leaving said
northern line and with the western line of the Carolina Coast
Holdings, LLC (Book 3244 Page 479) South 21 degrees 59 minutes 22
seconds East 384.07 ft. to an iron; thence with the southern line of
said Tract 2 South 68 degrees 41 minutes 47 seconds West 626.57 ft. to
an iron at the southwestern corner of Tract 2; thence with the western
line of Tract 2 North 12 degrees 08 minutes 28 seconds East 261.82 ft.
to an iron at the northwestern corner of Tract 2 and the southwestern
corner of Lot 264, Wildflower, Section 13, thence with the northern
line of Tract 2 and the southern lines of Lots 263 and 264 North 65
degrees 25 minutes 00 minutes East 115.00 ft. to an iron; thence North
41 degrees 02 minutes 00 seconds East 140.00 ft. to the point of
beginning and containing 3.55 acres, more or less, according to a
survey by Hanover Design Services, P.A. in September of 2007.
1

_ Said tract is subject to a 20 foot wide drainage easement and a 30
foot wide drainage easement as shown on said map recorded in Map Book
52, Page 118 of the New Hanover County Registry.
All bearings are magnetic relative to a map recorded in Map Book 10
Page 25 of the New Hanover County Registry.
Subject to 2007 ad valorem taxes, and restrictions and easements of
record affecting the above real estate, if any.
Together with all and singular the lands, tenements, easements, and
appurtenances thereunto belonging or in anywise appertaining.
TO HAVE AND TO HOLD the aforesaid real estate and all privileges and
appurtenances thereunto belonging to the said party of the second part, its
successors and assigns, Forever.
And the said party of the first part does covenant that it is seized
of said premises in fee and has the right to convey the same in fee simple;
that the same are free from encumbrances, except as stated above; and that
it will WARRANT and DEFEND the said title to the same against the lawful
claims of all persons whomsoever.
IN WITNESS WHEREOF, the party of the first part has caused this
instrument to be executed under seal in its company name by it Manager, who
has hereunto set his hand and seal, as of day and year first above written.
CRR PROPERTIES, L. c.
By f, I
Wi li e H. Camon, Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
e4rokue , a Notary Public of the County
Of and State of North Carolina, do hereby certify
that WILLIAM H. CAMERON, Manager of CRR PROPERTIES, L.L.C., a North
Carolina manager -managed limited liability company, personally appeared
before me this day and acknowledged the due execution of the foregoing
instrument.
WITNESS, my hand and official stamp or seal this the Jday of
Notarf Public
Printed Name of Notary Public
My commission expires:�{•k%-aDu _%NXL JIPA-11.
NOTARY
PUBLIC

For DEO use ONLY
Rene•er _
North Carolina Department of Environmefttal Quality s •;t
Request for Express Permit Review
ryne
OeArm:
RLLdN all the information below and CHECK the Pormif(s) you we requesting for a*rase review. Call and Email the completed form to the
Permit Cocrd(nator aibng with a completed DETAILED narrative aite plan iPDF file) and vkkrhv m8D /same harm expected in the soplketiom
of the project location, Please Include Mis form In Me appikatton package.
• Ash "aRag;wAliaonDaWhon828.296d8g8;a1son.davidsort(�ncdenr.nov
• FayedOW90 or Raleigh Region -David Lao 919-791-4203; davidJes0.nodonr.aox
• MoOroavine or Winston S91em-MarN8 Albcco 704-2352107; mareia.alloccoQLtedenrgor
• washinglim Region -Lyn Hard -am 232.9W38/2 of Nr.haroisonOncdenr oov
• [e-mail]
NOTE: Pr*d application whred aft 12 noon will be stamped in the following work day.
Project Name: LANTANA CROSSING County: NEW HANOVER
Applicant KATH M LYNCH, VP Company: LANTANA CROSSING HOA. INC.
Address. 1612 MILITARY CUTOFF RD SUITE 108 City: WILMINGTON State: NC Zip: 2§4a_
Phone: [phone] Fax: _ Email: Tedm61m@MMnqLoom
Physical Location:JUDGES RD
Provided Existing Permits
related to this Protect
SW _
sw _
SW _
NPDES _
NPDES _
WO
Wo—
E&S _
E&S
Other
Project Drains into SPRING BRANCH waters — Water classification C, SW (DWR Surface Water Classificafons Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within'/2 mile and draining to class SA waters & or within 1 mile
and draining to class HOW waters? N
EnglneerfCo su tant BRANCH SMITH Company: pARAMOUNTE ENGINEERING
Address: 122 CINEMA DR City: WILMINGTON Stele: NC 7Jp: 24Q -
Phone: [phone], Fax "_ Email: Lsret aramoun*em.con
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
3_ #— JOBS
SECTION ONE: REOUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DOM, ❑ DEMLR, ❑ OTHER
SECTION TWO: CHECK ONLY THE PROGRAM (8) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Detemdnation: _ # of stream calls — Please attech TOPO map m&*V the areas in questions
❑ Intennittentl wrial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Oualtty certification ❑ Isolated Welland (_linear it or _aaes)
❑ Riparian Buller Aulft n abon ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bldld & St Rmp, ❑ Clear & Grub, ❑ Ubft ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swabs ❑ Off ea [SW _ (Provide permit #)]
® High Dwwty-D lion Pond 1 # Treatment Systems ❑ High Density4nfiltration _ #Treatment Systems
❑ High Density •BioRetendon _ # Treatmem Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density-0Ner _# Treatment Systems/❑ MOO:[]Majo! ❑ Minor j] Plan Revision ❑ Redev. Exclusion SIN ;ProYde oem+a#)
Cl Coastal Management ❑ Excavation & Fill ❑ fridges & Culverts ❑ structures information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Qua9ty ❑ Erosion and Sedimentation Control Plan with _acres to be disturbed. (CK # & Amt. (for OEO use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooina and express maetina reguesg
Wetlands on Site ❑ Yes ❑ No
WedEPda QeJaroation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
Butter Impede: ❑ No ❑ YES: _acre(s)
laolated wetland on Property ❑ Yc3 ❑ No
404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit
For DEQ use only
Fee Spat for muNOM parmlw:lChait a 1 Total r�eAmornt S
9Ua11111ttAL 2ATE8
Fee
SUBMITTAL DATES
Fee
LAMA
4
VSNmce (0 NO; Nln)
4
Sw (U HD, U I.D. U Gen)
5
401:
4
LOS
S
stream Deter.
5
NCDEQ EXPRESS Mamh 2016

CAROLINA STORAGE
NEW HANOVER COUNTY, NORTH CAROLINA
STORMWATER & EROSION CONTROL NARRATIVE
Prepa fof:
Caroiiiia-Storage ents
32i Judges R&=
Wilmingrony-NC 28405;.
Preplri� by
B O 1 N 6 Q O! 1 N O• 1 N G
Cinema Drive
Uldmingroo, NC a403
[phone]
NC Ucense #: C-2946
Project #17133.PE
June 2017

CAROLINA STORAGE
NEW HANOVER COUNTY, NORTH CAROLINA
Table of Contents
PROJECT NARRATIVE
PROPOSED EROSION CONTROL MFASURES a:
PROPOSED STORMWATER CONTROL MEASURES
Property Deed
Sods Map
USGS Map
Stormwatef / Erosion Control Calculations
J4: sour c`T.i JIA,i"-:4'�
.. Y
'lfkt. hrt.:i�'.:•

PROTECT NARRA WE
This project will consist of an overflow area for the existing mini storage property cast of the property. The
outdoor storage may include future buildings, but they are not proposed as part of this project. The property
is located behind the existing 311 Judges Rd. (SR 2127) therefore, the property will be accessed through the
same driveway. It is further identified by New Hanover County PIN #: ROS000-001-003-OW (2.68 +/- ac),
and coordinates: Lit: 34° 15' 11.6"N, Long: 77' 51' 30.9"W. The site is adjoined by residential use to the
north, but commercial/industrial on all other sides.
The current conditions consist of woods, 1-2% sloped terrain with„ AAMb section along the north and west
of the property which leads to a wetland arm. The wetland area vias'Identified by.surveyors, but no other
information was given on the wetland delineation or a consulmOOe ce The existing soils on the site are
predominantly Johnston, Iron, Lynn Haven, and Seagate fx'ne"'sands',atkording to the Web Soil Survey of
MRCS. According to the attached USGS map, the site d>'tiru to an unnamed tributary of Spring Branch —
Smith Creek (18-74-63), which is classified as C; Sw wirian V ie Cape F=RiyerBasin.
PROPOSED EROSION CONTROL MEASURESr
A. TEMPORARY CONSTRUC MN ENTRA? (fde k4k PRACTICE 6.*.-One temporary
w:.:
gravel construction entrance is irutalltd on the cxis=91 rty line.
B. TEMPORARY SILT (SEDIMEI PEIVCB_ (DENA ACTICE 6.62) Temporary silt fence
will be used to control sediment runc,i om fill aceasand pre,+=,any construction sediment or
trash from leaving.tlaesW" <.
C. RIP -RAP OV PROTAcriON (1 R"-RACTIC946.41) Outlet protection is shown
within the sediment basin (funir;cswet detentici Basin) and pipe outlet to prevent scour and provide
diffuse flow to do mtisfiRam weiiind.areas.
D. SEDIMLrNi BA� (DENR PRACTICE 6.64) The existing wet
` ions will have td5rz p a talf150"ry slommcrxlrvice to the pipe outlet before sediment water is
to the pottdr:
E. TEMP(l$ARY DIVE RSipN DIVES WITH EXCELSIOR LINING AND WATTLES
(PRAC I4 6.20) Temporaryy diversion ditches with excelsior matting (f necessary) will be used
to tarry the sheer flow into tkiriporary sediment basin. Wardes are to be spaced out according to
the plans and diarirls basec(:.'e lope and length.
F. TEMPORARYOTECTION FENCING (DENR PRACTICE 6.05) Temporary
tree protection fencing is not specifically specified because everything outside the LOD will remain
as indicated. .

An existing wet pond is adjacent to the proposed storage property and an inlet pipe is adjacent to the west
property line. The storage yard site will collect stormwater in an internal storm network system and tic -into
the pipe system that leads to the pond. The pond is treating the 1.5-inch design per NCDEQ State
Stormwaeer Coastal Rules and providing peak discharge control for the 2-yt, 10-yr, and 25-yr design storms
per the New Hanover County Stormwater Ordinance.
The existing pond (Pond #1) is part of the State Stomtwater Permit SW8 120911, which is a high -density
pemut for Lantana Crossing Subdivision, which is 66 lots. There was no offsite -area set aside for either
pond. lice additional offsitc impervious from Carolina Storage will not cause a struerural change to the
outlet structure for Pond #1 based on the current asbuilr on file with NCDEQ. The storage volume
provided has enough extra volume necessary for the additional offsite BUA from the storage lard. The
storage yard drive aisles will be specified with the use of washed #57 overlaid a non -woven geotextile fabric,
per the gravel guidance memo of NCDEQ Toby Vinson dated Oct. 14, 2015. Therefore, the existing storage
volume of 29,125 cf will be maintained in the pond with the addition of the Carolina Storage impervious.
The wet pond was calculated utili2ing Rational Method hydrograph routing simulations through use of
HydroCAD modeling software.
Wet Pond (Pond #1 Lantana Crossing)
Refermm Appendix Hy&vCAD Report Part-Desdlvpment XXXX
DA = 11,51 acre (501,522 so (Existing Permit)
Offsite DA = 2.09 acre (91,136 so
Total Proposed DA = 13.61 ac (592,658 so
Pond Roum Peak EEleer
WSEL2 =
WSEL10 =
WSEL23 =
WSEL50 = (Emer. Spwy)
WSEL100 = (Top of Pond)
Pond Rou++no Peak DischAWM
Q2 = cfs =< Pre Q2
Q10 = cfs «Prc Q10
Q25 = cfs << Pre Q25
Prindpal Outlet Blocked — EmergSey Overflow Analysis
(Overflow would enter adjacent wetland)
WSEL50 = > (Emer. Spwy)
WSEL100 = = (Top of pond)
Pre -Dive ooed Pond #1 Lantana Crossing
Roma Appendix HydroCAD Report Pnr Development xxx
DA =
Pre Q2 = cfs
Pre Q10 = cfs
Pre Q25 = cfs

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ILLJ.M. MACDONALD l DM/A
1s0a RtaJiAfr L 012 RQ40 STATE OF NORTH CAROLINA Tax Parcel No.:A
Excise SURE 1
COUNTY OF NEW HANOVER A!lv.t1YNOTOw. NC 2elpa
THIS DEED, made and entered into this 19th day of December, 2007, by
and between CRR PROPERTIES, L.L.C., a North Carolina limited liability
company, party of the first party and CAROLINA STORAGE INVESTORS, LLC, a
limited liability company, whose mailing address is 311 Judges Road, suite
1F, Wilmington, NC 28405, party of the second part;
That the said party of the first part, in consideration of ONE (61.00)
DOLLAR and other good and valuable considerations to it in hand paid, the
receipt of which is hereby acknowledged, has given, granted, bargained, and
sold, and by these presents does give, grant, bargain, sell and convey unto
the said party of the second part, its successors and assigns, all that
certain real estate lying and being in New Hanover County, North Carolina,
bounded and described as follows, to -wit:
A certain tract or parcel of land lying and being in Harnett Township,
New Hanover County, North Carolina and being part of Tract 2 as shown
on a map entitled "Minor Division and Recombination plat Cameron
Company, LLC, Carolina Coast Holdings, LLC", recorded in Map Book 52,
Page 11B of the New Hanover County Registry, and being more
particularly described as follows:
Beginning at an iron in the northern line of said Tract 2 and at the
southeastern corner of Lot 263, Wildflower, Section 13 (Map Book 32
Page 40), said iron is located South 39 degrees 30 minutes 16 seconds
East 152.07 ft. from a concrete control monument at the intersection
of Albemarle Road and Morning Glory Court. Proceed from said point of
beginning and with the northern line of said Tract 2 North 47 degrees
12 minutes 54 second East 256.70 ft. to an iron; thence leaving said
northern line and with the western line of the Carolina Coast
Holdinga, LLC (Hook 3244 Page 479) South 21 degrees 59 minutes 22
seconds East 394.07 ft. to an ,iron: thence with the southern lino of
said Tract 2 South 68 degrees 41 minutes 47 seconds West 626.57 ft. to
an iron at the southwestern corner of Tract 2; thence with the western
line of Tract 2 North 12 degrees 08 minutes 28 seconds East 261.82 ft.
to an Iron at the northwestern corner of Tract 2 and the southwestern
corner of Lot 264, Wildflower, Section 13, thence with the northern
line of Tract 2 and the southern lines of Lots 263 and 264 North 65
degrees 25 minutes 00 minutes East 115.00 it. to an iron; thence North
41 degrees 02 minutes 00 seconds East 140.00 ft. to the point of
beginning and containing 3.55 acres, more or less, according to a
survey by Hanover Design Services, P.A. in September of 2007_
1

Said tract is subject to a 20 foot wide drainage easement and a 30
foot wide drainage easement as shown on said map recorded in Map Book
52, Page Ile of the New Hanover County Registry.
All bearings are magnetic relative to a map recorded in Hap Book 10
Page 25 of the New Hanover County Registry.
Subject to 2007 ad valorem taxes, and restrictions and easements of
record affecting the above real estate, if any.
Together with all and singular the lands, tenements, easements, and
appurtenances thereunto belonging or in anywise appertaining.
TO HAVE AND TO HOLD the aforesaid real estate and all privileges and
appurtenances thereunto belonging to the said party of the second part, its
successors and assigns, Forever.
And the said party of the first part does covenant that it is seized
of said premises in fee and has the right to convey the same in fee simple;
that the same are free from encumbrances, except as stated above; and that
it will WARRANT and DEFEND the said title to the same against the lawful
claims of all persons whomsoever.
IN WITNESS WHEREOF, the party of the first part has caused this
instrument to be executed under seal in its company name by it Manager, who
has hereunto set his hand and seal, as of day and year first above written.
CRR PROPERTIES, L. VC.
BY )
Wi li"Hamefon, Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
a Notary Public of the County
Of 11. }{u,cw,e- and State of North Carolina, do hereby certify
that WILLIAM H. CAMERON, Manager of CRR PROPERTIES, L.L.C., a North
Carolina manager -managed limited liability company, personally appeared
before me this day and acknowledged the due execution of the foregoing
instrument.
WITNESS, hand and official stamp or seal this the �day of
.1'e,r.«nti 20oY
Notarl Public 1
�h,'14 �• C�rP JG
Printed Name of Notary Public
My commission expires: -4.11.
GG
NOTARY
PUBLIC ry=

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Conservation Service National Cooperative Soil Survey Page 1 of 4
W IS IS N
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Hydrologic Sal Group —New Hanover County, North Carolina
MAP LEGEND
Ares of Interest (AOp
Area of Interest (AOI)
Sous
Soil Rating Polygons
Q A
Q AID
® B
Q BID
© C
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Not rated or not available
Soil Rating Lines
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A
AID
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■
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Not rated or not available
Water Features
Streams and Canals
Transportation
fry
Rails
,y
Interstate Hghweys
US Routes
Major Roads
Local Roads
Background
. Aerial Photography
fG/l II I
gy.
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:15,800.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used it more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Caroline
Survey Area Data: Version 17, Sep 20, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Dale(s) aerial images were photographed: Data rot available.
The orthophoto or other base map on which the sal lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
tsDA Natural Resources Web Soil Survey 2/4/2017
Conservation Service National Cooperative Soil Survey Page 2 of 4

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MAP LEGEND
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Warning: Sall Map may not be valid at this scab.
Q Not ral•d or not evellable
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misunderstanding of the dates of mapping and accuracy of sod
rwlrr Fea$rrea
Ins placement. The maps do not show the Small areas of
.. Streams and Grub
conbasling rolls that could hew been shown at a more detailed
Traftworye"
$Colo.
e..11 Rana
Please rety on the bar acele on each reap sheet for map
s.N InteroWeHlghrwya
measurenwrris.
..e us Routs
Source of Map: Natural Resources Conservation Service
Web Solt Survey URU
Motor Roods
Coordinate System: Web Mercator (EPSG:3067)
Loral Floods
Maps from the Web Solt Survey am based on the Web Mercator
Background
PrWeCibn, which preserves dlrectfon and shape but distorts
. AeNI Fnoaoprepny
mstsnoe and area. A projection Mve at presere area, such as labs
Albert equal arse conic projection, should be used II mote
accurate oetwilaliona of distance or area are required.
This product Is generated from the USDA-N RCS oan)fled date as
of the version date(s) listed below.
Soil Survey Area: New Hanover County, North Carolina
Survey Area Deb: Version 17. Sep 20, 2D78
Soil map units are labeled (as apace allows) for crap scales
1:50,000 or larger.
Date(s) aerial image* were photographed: Data not available.
The ort ophoto or other base map cn which the eol lines were
oompJd and dVbzad probably differs from the background
Imegery, displayed an these maps. As a result, some mina
shifting of map unit boundaries may be evident
Natural Rakwreas Web Sall Strvey 214/2017
Conservatlon Servlw National Cooperative Soil Survey Page 2 of 4

Hydrologic Soo Group --News Hanover County. NOM Canof ne
Hydrologic Soil Group
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-
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.... •.
..
JO
Jotlnstonsoda
A/D
2.2
44.2%1
Leon sand
ArD J--
0.81
1
LI y
Lynn Haven line sand
1AM
0.01
17.0% l
ISO
I Seagate fore sand
B
t� p
20.e%
Totals for Area of Wderosf
__..`
4.9 T
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from iongduration storms.
The soils in the United States are assigned to four groups (A, B, C. and D) and
three dual classes (AID, BID, and CID). The groups are defined as follows:
Group A. Sorts having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a hlgh rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These sorts have a moderate rate of water transmission.
Group C. Solis having a slow infiltration rate when thoroughly wet These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet These consist chiefly of days that have a high shrink -swell
potential, soils that have a high water table, sorts that have a daypan or day
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/O), the first letter Is
for drained areas and the second is for undrained areas. Only the soils that In
their natural condition are in group D are assigned to dual classes.
LU Nedurrt Resourms Web Sod survey 22 4017
a Conservation Servlm National Cooperative W survey Page 3 of 4

- .nEMLRvs Dt�r
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW — 1995 ❑ Coastal SW — 2008 ❑ Ph II - Post Construction
(select all that apply) D Non -Coastal SW- HOW/ORW Waters ❑ Universal Stormwater Management Plan
O Other WO Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Divislon of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans
specifications, letters, operation and maintenance agreements, etc.):
Lantana Crossino
2. Location of Project (street address):
311 udoes Rd
Ci y:Wilmington County:New Hanover Zip:28405
3. Directions to project (from nearest major intersection):
North on Market (US 17N) to Judges Rd then 1200-ft on left off Judges
4. Ladlude:340 15' 11.6" N Longitude:770 51' 30.9" W of the main entrance to the project,
IL PERMIT INFORMATION:
1.a.Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modification'
'Renewals wlrh modMcallons also requIM SMJ-102 — Renewal Application Form
b.lf this application is being submitted as the result of a modiflcatlon to an existing permit, list the existing
permit numberSW8 120911 its issue date (if known and the status of
construction: LJNot Started Partially Completed' IS Completed' 'provide a designr's
certlNcallon
2. Specify the type of project (check one):
❑Low Density ®High Density []Drains to an Olfsite Stormwater System []Other
3. 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 stormvater project
number, if assigned, and the previous name of the project, if different than currently
proposed,
4.a.Addi ionai Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877.623-6748):
OCAMA Major 13Sedimentation/Eroslon Control: ac of Disturbed Area
EINPDES Industrial Stormwater 0404/401 Permit Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project(Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport?
If yes, see S.L. 2012-200, Part VI: htto://portal.ncdenr.
Ill. CONTACT INFORMATION
1.a.Print Applicant! Signing Official's name and tille (specifically the developer, property owner, lessee,
designated government official, Individual, etc. who owns the project):
Form SWU-lei Version Oct 31, 2013 Page 1 of 6

Applicant/Organization: / Lantana Crossing HOA Inc
Signing Official & Title:__ _
b.Contact information for person listed In item la above:
Street Address:1612 Military Cutoff Rd, Suite 108 (CAMS)
City:Wlminaton State:NC 7ip:28403
Mailing Address (/f applicab/e):same
Phone: (910 ) 256.3792 Fax:
Email:
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/Organlzation:Lantana Crossing HOA
Signing Official &
b.Contact information for person listed in hem 2a above:
Street Address:
City: State: Zip:
Mailing Address (Kapplicable):
City: State: Zip:
Phone:
Email:
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/Organization:
Signing Official &
b. Contact information for person listed in hem 3a above:
Mailing Address:
Email:
4. Local jurisdiction for building permits: New Hanover Ce
Point of Contact: Linda Painter
IV. PROJECT INFORMATION
State: Zip:
Fax: ( )
Phone #: (910 ) 798-7068
1_ In the space provided below, briefIV summarize how the stormwater runoff will be treated.
Stomlwater runoff collected via sheet flow and swales and then piped to existing storm pipe system to wet
detention pond
Form SWU-101 Version Oct 31, 2013 Pegc 2 of 6

2.a.if claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
HValid 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 11— Post Construction
3. Stormwater runoff from this project drains to the Cane Fear River basin.
4. Total Property Area: acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) — Total Coastal Wetlands Area (6) — Total Surface Water Area (6) = Total Project
Area': acres
Total project area shall be calculated to exclude the fonowirlg. the normal pool of impounded structures,
the area between the banks of streams and rivers, the area below the Normal High Water (NHW) line or
Mean High Water (MHW) line, and coastal wat/ands landward from the NNW (or MHW) line. The resultant
project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landward of
Me NHW (or M14M line may be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = °/
9. How many drainage areas does the project have?2 (For high density, count f for each proposed engineered
stomrwaterSMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area Idantitted 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.
R Stream Name
Stream Class '
Stream Index Number'
Total Drainage Area s
On -site Drainage Area s
OH -site Drains Area
Proposed Impervious Area-- (st)
% Impervious Area" total)
Ifh 1ts"`3utnBCrS•l4rea�
Atae-:,DrainlegeArlsiA
''"
fat ,MBA-
..Omlrqgs Area:
On -site Buildings/Lots (s
On -site Streets
On -site Parking
On -site Sidewalks s
Other on -site s
Future
Off-site s
6rlstin BUA"' s
Total s
Stream Class and Index Number can be determined at
ht(pAportal, ncdenr. orwWeblwq pakeu/classiBcations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
Report only that amount of existing BUA that will remain after development. Do not report any existing
BUA that Is to be removed and which will be replaced by new BUA.
11. How was the oft site impervious area listed above determined? Provide documentation. Offsits Impervious
from offsite property
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

Profeea io Union Coast
y: Contact UEMLR Central Ofj%e stafjto check ffthe project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent starrrlwoter requirements as per 1 SA NCAC 01B .0600.
V. SUPPLEMENT AND 08M FORMS
The applicable state sto mwater management permit supplement and operation and maintenance (0&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from httpJ/portal nodenr orn/weblwo/wsisu/bmo•manuol.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes an of the items nsted below, A detailed
application Instruction sheet and BMP checklists are available from
h1tpJ/portal.nodenr_org/web/wg/ws/su/stateswfforms dots. 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 hftDJ/portal_ncdenr oro/web/wq/ws/su/maps.)
Please Indicate that the following required information have been provided by, Initiallna 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 appucaltion package from
hftp:llportal.ncdonr.or-qlwebtwq/ws/su/Statesw/forms does.
1. Original and one copy of the Stormwater Management Permit Application Forth. Initials
2. Original and one copy of the signed and notarized Dead Restrictions & Protective Covenants
Form. (d required as per Part Vl/ below)
3. Original of the applicable Supplement Forms) (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;/Iwww.envhelp..oro/oaoeelonestooexpress htm) for information on the Express program
and the associated tees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting-)
S. A detailed narrative (one to two pages) describing the stormwater treatment/management for
the project This Is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map Identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within A mile of the site boundary. include the '/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
B. Two sets of plans folded to 8.5" x 14" (seated, signed, & dated), Including:
a. DevelopmentlProject 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.
I. 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.
Form SWU-101 version Oct, 31, 2013 Page 4 of 6

n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
a. Drainage areas delineated Oncluded In the main set of plans, not as a separate document).
P. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.58x1I" copy of the NRCS County Soils map with the
project area dearly delineated. For projects with infiltration BMPs, the report should also
include the sofa type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WIRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, (910) 7967378.)
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 1a, 2a, and/or 3a per ISA NCAC 2H.1003(e).
The Corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.socretary.state.nc.us/Coroorabons/CSearch asox
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable Twat -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,nedenr.or-qlwebAr/statL-stormwater-forms dots.
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 dead restrictions are recorded.
By the notarized signature(g) below, the permit holders) certify that the recorded property restrictions
and protective covenants for this project, If required, shall Include ail the items required In the permit and
fisted 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 firth (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.J Branch Smith
Consulting Firm: Paramounte Engineering Inc.
Melling Address:122 Cinema Drive
C1ty:�6frlmington
Phone: (910 ) 791-6707
Email: bsmhhd%paramounte-eng. com
State:NC Zip:28409
Fax: ( 1
DL PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) NA , certify that I
own the property Identified in this permit application, and thus give permission to (print or qW name of person
listed in Contact Information, item fa) with (print or type name of organization listed In
Contact Information, item le) 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
part, 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 I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information. Rem 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 fha property owner, it is my responsibility to notify DEMLR immediately and submit
a completed Name/Ownership Change Form whMrt 30 days: otherwise I will be operating a stornwater treatment
facility without a valid permit I understand that the operation of a stonnwater treatment facirdy without a valid
permit is a violation of NC General Statue 143-216.1 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: Date:
County of
a Notary Public for the State of
do hereby certify
pamonally 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. APPLICANTS CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1s)
certify that the information included on this permit application forth 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 stornwater rules under 15A NCAC 2H .1000 and any other applicable state stornwater requirements.
Signature: Date:
a Notary Public for the State of
County of do hereby oeri fy Out
personally appeared before me this day of _
and acknowledge the
due execution of the application for a storrnwater permit. Witness my hand and official seal,
Form SWU-101 Version Oc 31, 2013 Pagc 6 of 6

21-Jul-2017 04:07 RE: Public Records Lau Request: NC DEQ annual 650Z330190 p.l
July 21, 2017
Department of Environmental Quality - Division of Water Resources - Wilmington
127 Cardinal Drive Ext,
Wilmington, NC 28405
This is a follow up to a previous request:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification is needed,
On July 6, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed.
Thanks for your help, and let me know if further clarification is needed.
On June 21, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017Please let me know when I can
expect to receive a response, or if further clarification is needed,
Thanks for your help, and let me know if further clarification is needed.
On June 6, 2017:
To Whom It May Concern:
I wanted to follow up on the following Freedom of Information request, copied
below, and originally submitted on Jan. 13, 2017. Please let me know when I can
expect to receive a response, or if further clarification is needed
Thanks for your help, and let me know if further clarification is needed.
On May 22, 2017:
To whom It May Concern:

ECEIVErm
JUL 11 1017
BY:
Prepared by: D. Robert Williams, Jr., Esq.
STATE OF NORTH CAROLINA )
STORM WATER DRAINAGE
COUNTY OF NEW HANOVER ) EASEMENT AND TEMPORARY
CONSTRUCTION EASEMENT
THIS STORM WATER DRAINAGE EASEMENT AND TEMPORARY
CONSTRUCTION EASEMENT (this "Easement') is made as of the day of July, 2017, by
and between LANTANA CROSSING HOA, INC., a North Carolina non-profit corporation, with an
address of 1201 Glen Meade Road, Wilmington, NC 28401 (hereinafter referred to as "Grantor")
and CAROLINA STORAGE INVESTORS, LLC, a North Carolina limited liability company, with
an address of 311 Judges Road, Suite 12F, Wilmington, NC 28405 (hereinafter referred to as
"Grantee").
WITNESSETH:
WHEREAS, Grantor is the owner of certain real property which is more particularly
described in Exhibit A attached hereto and incorporated herein by this reference (the `Burdened
Tract');
WHEREAS, Grantee is the owner of certain real property which is more particularly
described on Exhibit B attached hereto (the "Benefitted Tract');
WHEREAS, as a condition to the development of the Benefitted Tract, the Grantee needs to
install storm water drainage lines upon the Burdened Tract and needs to obtain a storm water
drainage easement from the Grantor to use and utilize the existing storm water pond located on the
Burdened Tract;
WHEREAS, Grantor has agreed to grant the Grantee a temporary construction easement to
install the storm water drainage lines across the Burdened Tract and to grant the Grantee a
permanent easement for storm water drainage across and upon the Burdened Tract;

NOW, THEREFORE, in consideration of One Dollar (SI.00) and other good and valuable
consideration, the receipt and sufficiency of which are hereby acknowledged, Grantor does hereby
create certain rights, privileges and easements and imposes certain restrictions and covenants upon
the Burdened Tract for the benefit of the Grantee and the Benefitted Tracts, as hereinafter set forth.
1. Temporary Construction Easements. Grantor hereby grants to Grantee a temporary
construction easement over and upon the Burdened Tract to install stone water drainage pipes on
the Burdened Tract in a twenty foot (20') strip of land located on the west side of, adjacent to, and
running parallel with the western boundary line of the Burdened Tract. Grantor also hereby grants
to the Grantee a temporary construction easement over and upon the Burdened Tract to install storm
water drainage pipes on the Burdened Tract. The temporary construction easements granted to the
Partnership by this Section 1 shall expire on December 31, 2018.
2. Storm Water Drainage Easement. Grantor hereby grants to the Grantee, their
successors, successors -in -title and assigns, for the benefit of the Benefitted Tracts, the permanent
and perpetual, non-exclusive right, privilege and easement appurtenant for storm water drainage
within the Burdened Tract and to use the storm water drainage pipes to be installed by Grantee in
order to drain storm water through the pipes within the Easement Area.
3. Construction. The installation of the storm water drainage pipes shall be performed
by Grantee in an expeditious, good and workmanlike manner.
4. Maintenance. The Grantee covenants that, following completion of the installation
of the storm water drainage pipes, it will at all times and at its sole cost and expense, maintain the
storm water drainage pipes that Grantee installs in a good state of repair and will perform such
repairs as are required to keep the storm water drainage pipes in a good and fit manner and in all
events in accordance with applicable law. Additionally, Grantee shall have the obligation to provide
general and typical storm water pond maintenance on the Burdened Tract, which may include the
following: mowing of area surrounding wet pond, taking vegetation control measures, including
algae controls and cleaning away trash and debris. In addition, notwithstanding the foregoing, in
the event that the maintenance to the storm water drainage pipes required is the result of the
activities of Grantor or its contractors, employees, agents, licensees or invitees, then the Grantor
shall be fully and solely responsible for all costs of the maintenancesto the storm water drainage J(AYt1i,�
pipes. (��tthAoLrmw4ate_0rL_inagd
1/1i nc/Irinsta at n p� T�5. Costs. All costs associated with the'installation opipes as � r4
herein provided are solely the responsibility of the Grantee. All costs associated with the
maintenance of the storm water drainage pipes are solely the responsibility of the Grantee, its
successors, successors -in -title and assigns, except as otherwise set forth herein. Any costs incurred �j()IQ1j
by any party in enforcing the terms of this Easement, including, without limitation, any costs of
maintenance or restoration necessitated by the other party's acts or omissions in violation of the terms of
this Easement and all attorneys' fees, shall be the responsibility of the defaulting party.
6. Covenant. As additional consideration for this conveyance, Grantee hereby covenants
with Grantor that it will only use and utilize the Benefitted tract for public or private storage purposes.
2

7. Governing Law. This Agreement has been entered into under, and shall be construed
in accordance with, the laws of the State of North Carolina.
8. Miscellaneous. Grantor covenants that it is seized of the aforesaid premises in fee
simple and has the right to convey the easements or rights -of -way hereby granted; that the same is
free from encumbrances; and that Grantor will warrant and defend said title to said easements
against the claims of all persons whatsoever.
9. Notice. Any notice required or permitted hereunder may be given to either party at
the address shown above. Any such notice shall be deemed received on the date of delivery or the
date delivery is refused after forwarding by a recognized overnight carrier such as Federal Express
or UPS or upon personal delivery. Any party hereto may change the address to which notices are to
be given by written notice thereof to the other party.
10. Binding Agreement. The easements, restrictions, covenants and agreements set forth
in this Easement are intended to be and shall be construed as easements, restrictions, covenants and
agreements running with the Burdened Tract and binding upon, inuring to the benefit of and
enforceable by the Grantees, their successors, successors -in -title and assigns, for the benefit of the
Benefited Tracts.
IN WITNESS WHEREOF, the parties hereto have set their hands and seals the day and year
first above written.
(SEPARATE SIGNATURE PAGES ATTACHED]
3

SEPARATE SIGNATURE PAGE TO
STORM WATER DRAINAGE EASEMENT
AND TEMPORARY CONSTRUCTION EASEMENT
GRANTOR:
LANTANA CROSSING HOA, INC.
COUNTY OF
1, , a Notary Public of the County and State
aforesaid, certify that either being personally known to me or proven
by satisfactory evidence, who is the of Lantana Crossing HOA, Inc., a
North Carolina non-profit corporation, personally appeazcd before me this day and acknowledged
that he/she is the of Lantana Crossing HOA, Inc. and that he/she, as
, being duly authorized to do so, voluntarily executed the foregoing instrument
on behalf of said Iimited liability company for the purposes stated therein.
WITNESS my hand and notarial seal, this day of 2017.
Notary Public
My Commission Expires:
[Affix Notarial Seal/Stamp)

SEPARATE SIGNATURE PAGE TO
STORM WATER DRAINAGE EASEMENT
AND TEMPORARY CONSTRUCTION EASEMENT
GRANTEE:
CAROLINA STORAGE INVESTORS, LLC
By::- ;
Richard J. Campagna, Manager
STATE OF NORTH CAROLINA
COUNTY OF AGJ�/GC 9,?
1 7NCxmd S z /L , a Notary Public of the County and State
aforesaid, certify that Richard J. Campagna, either being personally known to me or proven by
satisfactory evidence, personally came before me this day and acknowledged that he is Manager of
Carolina Storage Investors, LLC, a North Carolina limited liability company, and that he, as
Manager of Carolina Storage Investors, LLC, being authorized to do so, voluntarily executed the
foregoing on behalf of said limited liability company and limited partnership for the purposes stated
therein.
WITNESS my hand and official stamp or seal, this /$ day of 1/,,%j 2017.
Notary Public
My Commission Expires:
[Affix Notarial Seal/Stamp]
x� cr
NOTARY
30 PUBLIC v
y

EXHIBIT A
BURDENED TRACT
ALL that certain lot or parcel of real property lying and being in Harnett Township, New Hanover
County, North Carolina, more particularly described as follows:
BEING all of "Stormwater Pond Tract — Common Element - 1.49 Acres" as shown on that plat
entitled "Lantana Crossing, Phase One" by Hanover Design Services, P.A. recorded in Map Book
57, Page 390, New Hanover County Registry.

EXHIBIT B
BENEFYITED TRACT
ALL that certain lot or parcel of real property lying and being in Harnett Township, New Hanover
County, North Carolina, more particularly described as follows:
BEING all of "Tract 2R - 2.68 Acres" as shown on that plat entitled "Recombination Plat CRR
Properties LLC Carolina Storage Investors LLC' by Hanover Design Services, P.A. recorded in
Map Book 57, Page 163, New Hanover County Registry.
7

Hydrologic Soil Group —New Hanover County, North Carolina
CE
Hydrologic Soil Group
JUL 21 2017
�. s -
g'-w HydrolagicSoiiGroup�Su_m'viaryliyMapUnk"=_NawHanoverCourity,-North'Carolina(NC129)-
--Map'unH symbol =sy
'-'-xMaP,bniYnameY
y_FY.'-�'Rating,'*'�,
'`=�=Acre"s lri AUlr"F'�p."u�Percent
of AOl„
JO
Johnston soits
AID
1� 2.21
44.2%
Le
( Leon sand
AID
0.8
17.3%
Ly
Lynn Haven fine sand
AID
0.91
17.9%
Se
I Seagate fine sand
B
I 1.0
20.6%
Totals for Area of Interest
4.9 I
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual Gasses (AM, B/D, and CID). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when
thoroughly wet. These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or Gay
layer at or near the surface, and soils that are shallow over heady impervious
material. These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D. B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in
their natural condition are in group D are assigned to dual classes.
Natural Resources Web Soll Survey 2A/2017
Conservation Service National Cooperative Sod Survey Page 3 of 4

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
T11vfE/DATE
NAME rf\,.
REPRESENTING
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to carry out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
appointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by facility name. The number of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. Payment may be made by check, money order, or cash at the
reception desk. Conies totaling $5.00 or more can be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcases, large totes, etc. are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which Davment has been refused.
FACILITY NAME COUNTY
1. I a�l� I I N F4C
2.
3.
4.
co
Signature and Nam f FirmMusiness Date Time In Time Out
Please attach a business card to this form 7 I Cif
COPIES MADE PAID 0, `1 rJ" INVOICEy�iA
S:Admin.frle access

ror DEQ Use ONLY
.Reviewer.
North Carolina Department of Environmental Quality se
Request for Express Permit Review
Tire
Confr.m
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(cncdenr.gov
• Fayetteville or Raleigh Region -David Lee 919-791-4203; daviddee(7a nccienr.gov
• Mooresville or Winston Salem -Marcia Allocco 704-235-2107, marcia.allocco(o)ncdenr.gov
• Washington Region -Lyn Hardison 252-948-3842 or Iyn.hardison 0)..ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaver(d)ncdenr.g ,
NOTE Project application received after 12 noon will be stamped in the following work day.
Project Name CAROLINA STORAGE County NEW HANOVER
Applicant RICHARD CAMPAGNA Company, CAROLINA STORAGE INVESTORS
Address 311 JUDGES RD. SUITE 12F City: WILMINGTON, State INC Zip 28405
Phone [phone], Fax = _ Email paulycamp@aol com
Physical Location 311 JUDGES RD
Provided Existing Permits
related to this Project
SW
SW_
SW
NPDES
NPDES
WO _
WQ
E&S
E&S
Other
Project Drains into SPRING BRANCH waters — Water classification C SW (DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within '/4 mile and draining to class SA waters N. or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: BRANCH SMITH Company PARAMOUNTE ENGINEERING
Address 122 CINEMA DR City WILMINGTON, Slate NC Zip 28403-
Phone [phone], Fax _-_- , Email [e-mail] ECEIVEPIj
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE
S #_ JOBS JUN 13 W7
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER' BY:�---r-----
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance El Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ® Off -site (SW 8120911 (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
❑ High Density -Other _#Treatment Systems/❑ MOD:❑ Major❑ Minor ❑ Plan Revision ❑ Redev Exclusion SW (Provide pennit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed (CK # & Arm (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts ❑ No ❑ YES acre(s)
Wetlands Delineation has been completed. ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed ❑ Yes ❑ No 404 Application in Process w/ US ACOE ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
For DEQ uw onh•
Fee Split for multiple permits: (Check# I Total Fee Amount S
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
i
S �
Variance (❑ Maj; ❑Min)
S
SW (❑ ED, ❑ LD, ❑ Gen)
401:
$
LDS
I
I 5
I Stream Deter
S
NCDEQ EXPRESS March 2016

PROPOSED STORMWATER CONTROL MEASURES
An existing wet pond is adjacent to the proposed storage property and an mlet pipe is adjacent to the west
property line The storage yard site will collect stormwater in an internal storm network system and ue-into
the pipe system that leads to the pond The pond is treating the 1.5-mch design per NCDEQ State
Storinwater Coastal Rules and providing peak discharge control for the 2-yr, 10-yr, and 25-yr design storms
per the Now Hanover County Stormwater Ordinance
The existing pond (Pond 141) is part of the State Stormwater Permit SW8 120911, which is a high -density
permit for Lantana Crossing Subdivision, which is 66 lots There was no offsite area set aside for either
pond The additional offsite unpervious from Carolina Storage will not cause a structural change to the
outlet structure for Pond i11 based on the current asbuilt on file with NCDEQ The storage volume
provided has enough extra volume necessary for the additional offsite BUA from the storage yard. The
storage yard drive aisles will be specified with the use of washed ##57 overlaid a non -woven geotextile fabric,
per the gravel guidance memo of NCDEQ'foby Vinson dated Oct 14, 2015 Therefore, the existing storage
volume of 29,125 cf will be maintained in the pond with the addition of the Carolina Storage impervious
The wet pond was calculated utilizing Rational Method hydrograph routing simulations through use of
Hydro CAD rnodelmg software
Wet Pond (Pond #1 Lantana Crossing)
Reference Appendix HydroCAD Report Port -Development XXXX
DA = 11 51 acre (501,522 so (Existing Permit)
Offsne DA — 2 09 acre (91,136 sf)
Total Proposed DA — 13 61 ac (592,658 so
Pond Routing Peak Elev
WSEL2 =
WSEL70 -
XXISEL25 —
WSEL50 — (Emer. Spwy)
WSS1,I00 = (Top of Pond)
Pond Routing Peak Discharge
Q2 - cfs =< Pre Q2
Q10 — cfs << Pre Q10
Q25 — cfs << Pre Q25
Principal Outlet Blocked — Emergency Overflow Analysis
(Overflow would enter adjacent wetland)
WSEI-50 = > (Emer Spwy)
WSEI-100 — - (Top of Pond)
Pre -Developed Pond #1 Lantana Crossing
ReferereeAppendzx HydroCAD Report Pre-Developmentxxr
DA -
Pre Q2 = cfs
Pre Q10 = cfs
Pre Q25 = cfs

PROJECT NARRATIVE
This project will consist of an overflow area for the existing mini storage property east of the property The
uuuiuui storage may include fuiure buildings, bur They are not proposed as part of this project "i ne property
is located behind the existing 311 Judges Rd. (SR 2127) therefore, the property will be accessed through the
same driveway It is further identified by New Hanover County PIN ff R05000-001-003-000 (2 68 t /- ac),
and coordinates: Lat 34' 15' 11 6"N, Long 77' 51' 30 9"W The site is adjoined by residential use to the
north, but commercial/industrial on all other sides
The current conditions consist of woods, 1-2% sloped terrain with a ditch section along the north and west
of the property which leads to a wetland area The wetland area was identified by surveyors, but no other
information was given on the wetland delineation or a consultant reference. The existing sods on the site are
predominantly Johnston, Leon, Lynn Haven, and Seagate fine sands according to the Web Sod Survey of
NRCS According to the attached USGS map, the site drams to an unnamed tributary of Spring Branch —
Simth Creek (18-74-63), which is classified as C, Sw; within the Cape Fear River Basin.
PROPOSED EROSION CONTROL MEASURES,
A. TEMPORARY CONSTRUCTION ENTRANCE (DENR PRACTICE 6.06) One temporary
gravel construction entrance is installed on the existing property line
B. TEMPORARY SILT (SEDIMENT) FENCE (DENR PRACTICE 6.62) Temporary silt fence
will be used to control sediment runoff from fill areas, and prevent any construction sediment or
trash from leaving the site. ,
C. RIP-RA13 OUTLET PROTECl'[ON (DENR PRACTICE 6.41) Outlet protection is shown
within the sediment basin (future wet detention basin) and pipe outlet to prevent scour and provide
diffuse flow to downstream wetland areas
D. 'TEMPORARY SKIMMER SEDIMENT BASIN (DENR PRACTICE 6.64) The existing wet
pond will have to install a temporary skimmer device to the pipe outlet before sedunent water is
discharged to the pond.'
E. TEMPORARY DIVERSION DITCHES WITH EXCELSIOR FINING AND WATTLES
(PRACTICE 6.20) Temporary diversion ditches with excelsior matting (if necessary) will be used
to carry the sheet flow into a temporary sediment basin Wattles are to be spaced out according to
the plans and details based on slope and length.
F. TEMPORARY TREE PROTECTION FENCING (DENR PRACTICE 6.05) Temporary
tree protection fencing is not specifically specified because everything outside the LOD will remain
as indicated

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CAROLINA STORAGE
CAROUNAS IIAGR-OVNOOR LOT
311 JUICES RD SURE JF _
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A
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Hydrologic Sod Group —New Hanover County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (ADI)
0
C
The soil surveys that comprise your AOI were mapped at
Area of Interest (A(DI)
0
CID
1 15,800
Soils
D
Warning Soil Map may not be valid at this scale
Soil Rating
Polygons
�
O
A
No; rated or no: available
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
ND
Water Features
line placement The maps do not show the small areas of
Streams and Canals
contrasting soils that could have been shown at a more detailed
B
scale
Transportation
Q
BID
t-+-f
Falls
Please rely on the bar scale on each map sheet for map
C
^y
Interstate Highways
measurements
0
CID
ass
US Routes
Source of Map Natural Resources Conservation Service
D
Web Soil Survey URL-
Major Roads
Coordinate System Web Mercator (EPSG 3857)
Not rased or no: available
Local Roads
Maps from the Web Soil Survey are based on the Web Mercator
Soil Rating
Lines
Background
protection, which preserves direction and shape but distorts
^�
A
toAerial
Photography
distance and area A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
^a^
NO
accurate calculations of distance or area are required
m^
B
This product is generated from the USDA-NRCS certified data as
,.y
BID
of the version date(s) listed below
C
Soil Survey Area New Hanover County, North Carolina
Survey Area Data Version 17, Sep 20, 2016
^ko
CID
Soil map units are labeled (as space allows) for map scales
,.N
D
1:50,000 or larger
.
Not rated or no! available
Date(s) aerial images were photographed Data not available
Soil Rating
Points
The orthophoto or other base map on which the soil lines were
A
compiled and digitized probably differs from the background
imagery displayed on these maps, As a result, some minor
C3
NO
shifting of map unit boundaries may be evident
o
B
0
BID
LSI1% Natural Resources Web Soil Survey 2/4/2017
Conservation Service National Cooperative Soil Survey Page 2 of 4

Hydrologic Soil Group —New Hanover County, North Carolina
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit — New Hanover County, North Carolina (NC129)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOI
JO
Johnston sods
A/D
2 2
44 2%
Le
Leon sand
A/D
08
17 3%
Ly
I Lynn Haven fine sand
A/D
0.9
17 9%
Se
Seagate fine sand
B
1 0
20 6%
Totals for Area of Interest
4.9
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential Soils are
assigned to one of four groups according to the rate of water Infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive
precipitation from long -duration storms
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A Soils having a high infiltration rate (low runoff potential) when
thoroughly wet These consist mainly of deep, well drained to excessively
drained sands or gravelly sands. These soils have a high rate of water
transmission
Group B. Soils having a moderate infiltration rate when thoroughly wet These
consist chiefly of moderately deep or deep, moderately well drained or well
drained soils that have moderately fine texture to moderately coarse texture.
These soils have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of
water transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay
layer at or near the surface, and soils that are shallow over nearly impervious
material. These soils have a very slow rate of water transmission
If a soil Is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter Is
for drained areas and the second is for undrained areas. Only the soils that In
their natural condition are in group D are assigned to dual classes
t1sDA Natural Resources Web Sod Survey 2/4/2017
�� Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —New Hanover County, North Carolina
Rating Options
Aggregation Method: Dominant Condition
Component Percent Cutoff. None Specified
Tie -break Rule: Higher
u5D,1 Natural Resources Web Soil Survey 2/4/2017
Conservation Service National Cooperative Soil Survey Page 4 of 4

IfIr
Hall, Christine
From: Hall, Christine
Sent: Tuesday, June 13, 2017 1.10 PM
To: 'Branch Smith'; Weaver, Cameron
Subject: RE: SW8 120911 Mod. Express Request
Branch,
Each express request and eventually each submittal should be able to standing on its own with its own narrative and site
plans. I will grant an exception this time but please remember this in the future Cameron will be in touch with dates
but please remember that each submittal need its own, project specific narrative and its own two sets of plans.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstine hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
:: -Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Branch Smith [mailto:[e-mail]]
Sent: Tuesday, June 13, 2017 12:47 PM
To: Hall, Christine <[e-mail]>; Weaver, Cameron <[e-mail]>
Subject: RE: SW8 120911 Mod. Express Request
Bind Regards:
Branch
From: Hall, Christine[mailto:[e-mail]]
Sent: Tuesday, June 13, 2017 12:33 PM
To: Branch Smith <[e-mail]>; Weaver, Cameron <cameron.weaver ncdenr.gov>
Subject: RE: SW8 120911 Mod. Express Request
Branch,
Can you clarify what you are trying to submit to the express program? Your e-mail talks about a mod and an offsite but
only one express request was received for the mod. If you intended on submitting both to the Express program, we
need express requests and the associated documents for each. Let us know what you are trying to do.
Thanks.

Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hallCo)ncdenr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Branch Smith [mailto:[e-mail]]
Sent: Monday, June 12, 2017 7:50 AM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <Christine.Hal [e-mail]>; Pauly Camp <[e-mail]>; Ted miston@camsmetcom
Subject: SW8 120911 Mod. Express Request
See attached. I spoke to Christine about this project on phone — it will be a modification to include an offsite tract, so a
mod. + offsite permit.
Thanks and we will get the Lantana HOA, CAMS, and the Carolina Storage Offsite guys to attend the meeting. Pauly, send
to Kathleen as I didn't have her email....
Thanks
Branch
J. Branch Smith, PE
Paramounte Engineering, Inc. 1 122 Cinema Drive I Wilmington, NC 28403
Office: [phone] 1 Cell: [phone] 1 Pax: [phone] 1 «wu.12aramounte-en,2 coin

Hall, Christine
From: Hall, Christine
Sent: Monday, June 19, 2017 1:03 PM
To: 'Branch Smith'; Weaver, Cameron
Cc: Robert Balland
Subject: RE: Carolina Storage Express Mtg
Branch,
Thanks for the email. We will take these off the Express schedule. I'm not aware of a new offsite supplement form so,
for now, please continue to use the form we have been using, which can be found here.
Thanks again.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine hall@ncdenr_gov
t
127 Cardinal Drive Ext-�/
Wilmington, NC 28405
'Nothing Compares--1-- CI.- - -
-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Branch Smith [mailto:[e-mail]
Sent: Monday, June 19, 2017 12:11 PM
To: Weaver, Cameron <[e-mail]>; Hall, Christine <[e-mail]>
Cc: Robert Balland <[e-mail]>
Subject: Carolina Storage Express Mtg
Cameron/Christine:
The permit owners and offsite owners have decided to submit regular for both the mod. and offsite for this project, so
please cancel the requests and meeting time in August. I understand they may track separately, but I will submit
together to for understanding.
Also, Rob and I couldn't find the offsite supplement form for an older permit. Do we use an old form? I didn't see a new
one in the new supplement spreadsheet tabs? Just let us know where to find or if its ok to pull an old one and reuse.
Thanks
Branch
J. Branch Smith, PE

Paramoun[e Engineering, Inc. 1 122 Cinema Drive I Wilmington. NC 28403
Office: [phone] 1 Cell: [phone] 1 Paz: (910) 791-676) ��wv.Paramuuvic-cug com

For DEG Use ONLY
Re,,o,e, CIA
North Carolina Department of Environmental Quality s m $ a
Request for Express Permit Review
Ti-,e IQ Gv�
Coll".
FILL-IN all the information below and CHECK the Perri you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckage of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson@ncdenrgov
• Fayetteville or Raleigh Region -David Lee 919.791-4203; [e-mail]
• Mooresville or Winston Salem -Marcia Allocco 704-235.2107; marcia.allocco@ncdenrgov
• Washington Region -Lyn Hardison 252-948-3842 [e-mail]
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaver@ncdenrgov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Project Name: LANTANA CROSSING County NEW HANOVER
Applicant. KATHLEEN LYNCH, VP Company LANTANA CROSSING HOA, INC.
Address: 1612 MILITARY CUTOFF RD SUITE 108 City: WILMINGTON, State: NC Zip 28403-
Phone [phone], Fax. _ _ Email: Tedmislon@msmgLCom
Physical Location:JUDGES RD
Sw la-Y1li
SW
SW
NPDES
NPDES _
WQ
Wo
E&S _
E&S _
Other
Project Drains into SPRING BRANCH waters - Water classification C. SW (DWR Surface Water Classifications Map)
Project Located in CAPE FEAR River Basin. Is project draining to class ORW waters? N, within V2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant BRANCH SMITH Company: PARAMOUNTE ENGINEERING
Address 122 CINEMA DR City. WILMINGTON, State: NC Zip 28403-_
Phone [phone], Fax. _-_- Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE KCT JUN 12 2017
S # JOBS
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER.
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit al
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed (CK # & Amf (for DEQ use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES. acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
Fol DFO mconly
Fee Split for multiple permits: (Check# ) Total Fee Amounts
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
CAMA
S
Variance (❑ Maj; ❑ Min)
S
SW (❑ HD, ❑ LD, ❑ Gen)
S
401:
S
LDS
$
Stream Deter,_
S
NCDEQ EXPRESS March 2016

PROPOSED STORMWATER CONTROL MEASURES
An existing wet pond is adjacent to the proposed storage property and an inlet pipe is adjacent to the west
property line The storage yard site will collect Stormwater in an internal storm network system and tie -into
the pipe system that leads to the pond. The pond is treating the 1 5-inch design per NCDEQ State
Stormwater Coastal Rules and providing peak discharge control for the 2-yr, 10-yi, and 25-yr design storms
per the New Hanover County Stormwater Ordinance.
The existing pond (Pond #1) is part of the State Stormwatet Permit SW8 120911, which is a high -density
permit for Lantana Crossing Subdivision, which is 66 lots There was no offsite area set aside for either
pond The additional offsite impervious from Carolina Storage will not cause a structural change to the
outlet structure for Pond #1 based on the current asbuilr on file with NCDEQ The storage volume
provided has enough extra volume necessary for the additional offsite BUA from the storage yard. The
storage yaid drive aisles will be specified with the use of washed 457 overlaid a non -woven geotextrle fabric,
per the gravel guidance memo of NCDEQ Toby Vinson dated Oct 14, 2015 Therefore, the existing storage
volume of 29,125 cf will be maintained in the pond with the addition of the Carolina Storage impervious.
The wet pond was calculated utilizing Rational Method hydrogiaph routing simulations through use of
HydroCAD modeling software.
Wet Pond (Pond #1 Lantana Crossing)
Reference Appendix HydroCAD Report Post -Development XYXX
DA = 11.51 acre (501,522 so (Existing Permit)
Offsite DA = 2 09 acre (91,136 so
Total Proposed DA = 13 61 ac (592,658 so
Pond Routing Peak Elev
WSEL2 =
WSEL10 =
WSEL25 =
WSEL50 = (Emer. Spiny)
WSEL100 = (Top of Pond)
Pond Routing Peak Discharge
Q2 = cfs =< Pre Q2
Ql0 = cfs «Pre Q10
Q25 = cfs «Pre Q25
Principal Outlet Blocked — Emergency Overflow Anal
(Overflow would enter adjacent wetland)
WSEL50 = > (Emet Spwy)
WSEL100 = = (Top of Pond)
Pre -Developed Pond #1 Lantana Crossing
Reference Appendix HydroCAD Report Pre -Development xxx
DA —
Pre Q2 = cfs
Pre Q10 = cfs
Pre Q25 = cfs

PROJECT NARRATIVE
Tlus project will consist of an overflow area for the existing mau storage property east of the property The
outdoor storage may include future buildings, but they are not proposed as part of tits project The property
is located behind the existing 311 Judges Rd (SR 2127) therefore, the property will be accessed through the
saine driveway. It is further identified by New Hanover County PIN # RO5000-OO1-003-000 (2 68 +/- ac),
and coordinates, Lat 34' 15' 11 6"N, Long 77' 51' 30 9"W The site is adjoined by residential use to the
north, but couunetcial/industrial on all other sides
The current conditions consist of woods, 1-2% sloped terrain with a ditch section along the not th and west
of the property which leads to a wetland area The wetland area was identified by surveyors, but no other
information was given on the wetland delineation or a consultant reference The existing souls on the site are
predominantly Johnston, Leon, Lynn Haven, and Seagate fine sands according to the Web Sol Survey of
NRCS According to the attached USGS map, the site drains to an unnamed tributary of Spring Branch —
Smith Creek (18-74-63), which is classified as C; Sw, within the Cape Fear River Basin
PROPOSED EROSION CONTROL MEASURES
A. TEMPORARY CONSTRUCTION ENTRANCE (DENR PRACTICE 6.06) One temporary
gravel construction entrance is installed on the existing property line
B. TEMPORARY SILT (SEDIMENT) FENCE (DENR PRACTICE 6.02) Temporary silt fence
will be used to control sediment runoff from fill areas, and prevent any construction sediment or
trash from leaving the site.
C. RI 13-111V OUTLET PROTECTION (DENR PRACTICE 6.41) Outlet protection is shown
within the sedunent basin (future wet detention basin) and pipe outlet to prevent scour and provide
diffuse flow to downstream wetland areas
D. TEMPORARY SHIMMER SEDIMENT BASIN (DENR PRACTICE 6.64) The existing wet
pond will have to install a temporary skimmer device to the pipe outlet before sediment water is
discharged to the pond
E. TEMPORARY DI VERSION DITCHES WITH EXCELSIOR LINING AND WATTLES
(PRACTICE 6.20) Temporary diversion ditches with excelsior matting (if necessary) will be used
to carry the sheet flow into a temporary sediment basm Wattles are to be spaced out according to
the plans and details based on slope and length
F. TEMPORARY TREE PROTECTION FENCING (DENR PRACTICE 6.05) Temporary
rree protection fencing is not specifically specified because everything outside the LOD will remain
as indicated.

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NEW 14ANOVER COUIM PLANNING DEPT
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'7PLANNING OI ECTOR
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2008001642
FOR ECCISTRATIO
R REGISTER OF DEFD'
N_4 "AN0VEQ COUNTY. NC
2008 AN 14 E4.16:38 Pi
9K.5268 PG:1742-1744 FEE 517.00
!.jc-,D "c�1 12R P , J642
" 1V
Al1eN, MACDONALD 6 DAVIS
STATE OF NORTH CAROLINA Tax Parcel No.: C R0 001-1508 MItITAHY CUTOFF ROAD
Excise Tax: n �Ul9 _A,; SUITE G02
—IYYL�_-/'%VGTON, INCN28107
COUNTY OF NEW HANOVER
THIS DEED, made and entered into this 19th day of December, 2007, by
and between CRR PROPERTTES, L.L.C., a North Carolina limited liability
company, party of the first part; and CAROLINA STORIICF INVESTORS, I,I,C, a
limited liability company, whose mailing address is 311 Judges Road, Suite
1F, Wilmington, NC 28405, party of the second part;
W I T N E S S E T H:
That the said party of the first part, in consideration of ONE ($1.00)
DOLLAR and other good and valuable considerations to it in hand paid, the
receipt of which is hereby acknowledged, has given, granted, bargained, and
sold, and by these presents does give, grant, bargain, sell and convey unto
The said party of the second part, its successors and assigns, all that
certain real estate lying and being in New Hanover County, North Carolina,
bounded and described as follows, to -wit:
A certain tract or parcel of land lying and being in Harnett Township,
New Hanover County, North Carolina and being part of Tract 2 as shown
on a map entitled 'Minor Division and Recombination Plat Cameron
Company, LLC, Carolina Coast Holdings, LLC", recorded in Map Hook 52,
Page 118 of the New Hanover County Registry, and being more
particularly described as follows:
Beginning at an iron in the northern line of said Tract 2 and at the
southeastern corner of. Lot 263, Wildflower, Section 13 (Map Book 32
Page 40), said iron is located South 39 degrees 30 minutes 16 seconds
East 152.07 ft. from a concrete control monument at the intersection
of Albemarle Road and Morning Glory Court. Proceed from said point of
beginning and with the northern line of said Tract 2 North 47 degrees
12 minutes 54 second East 256.70 ft. to an iron; thence leaving said
northern line and with the western line of the Carolina Coast
Holdings, LLC (Book 3244 Page 479) South 21 degrees 59 minutes 22
seconds East 384.07 ft. to an iron; thence with the southern line of
said Tract 2 South 68 degrees 41 minutes 47 seconds West 626.57 ft. to
an iron at the southwestern corner of Tract 2; thence with the western
line of Tract 2 North 12 degrees 08 minutes 28 seconds Fast 261.82 ft.
to an .iron at the northwestern corner of 'Tract 2 and the southwestern
corner of Lot 264, Wildflower', Section 13, thence with the northern
line of 'Tract 2 and the southern lines of Lots 263 and 264 North 65
degrees 25 minutes 00 minutes East 115.00 ft. to an iron; thence _North
41 degrees 02 minutes 00 seconds East 140.00 ft. to the point of
beginning and containing 3.55 acres, more or less, according to a
survey by Hanover Design Services, P.A. in September of 2007.

Said tract is subject to a 20 foot wide drainage easement and a 30
foot; wide drainage easement as shown on said map recorded in Map Hook
52, Page 118 of the New Hanover County Registry.
All bearings are maeaetic relative to a map recorded i.n Map Rook 10
Page 25 of the New Hanover County Registry.
Subject to 2007 ad valorem taxes, and restrictions and easements of
record affecting the above real estate, if any.
Together with all and singular the lands, tenements, easements, and
appurtenances thereunto belonging or .in anywise appertaining.
TO HAVE AND TO HOLD the aforesaid real estate and all privileges and
appurtenances thereunto belonging to the said party of the second part, its
successors and assigns, Forever.
And the said party of the first part does covenant that, it is seized
of said premises in fee and has the right to convey the same in fee simple;
that the same are free from encumbrances, except as stated above; and that
it will WARRANT and DEFEND the said title to the same against the lawful
claims of a1.1 persons whomsoever.
IN WITNESS WHEREOF, the party of the first part has caused this
instrument to be executed under seal in its company name by it Manager, who
has hereunto set his hand and seal, as of day and year first above written.
CRR PROPERTIES, L.I.C.
3y 1
Wulian H. Cameron, Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, 'y' 4�a�ue a Notary Public of the County
Of tiL „ and State of North Carolina, do hereby certify
that WILLIAM H. CAMERON, Manager of CRR PROPERTIES, L.L.C., a North
Carolina manager -managed limited liability company, personally appeared
before me this day and acknowledged the due execution of the foregoing
instrument..
WITNESS, my hand and official stamp or seal this the �� day of
�Nota.
1JPublic I
So nA4 � 1fdue
Printed Name of Notary Public
My commission exp.ires:^i-1\-2D1\\\\��N Ptd IPgROi�
NOTARY =_
-� PUBLIC Qz

Carolina Storage
Spring Branch Trib to Smith Creek
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Weaver, Cameron
From:
Branch Smith <[e-mail]>
Sent:
Monday, June 12, 2017 7:50 AM
To:
Weaver, Cameron
Cc:
Hall, Christine; Pauly Camp; Tedmiston@camsmgt com
Subject:
SW8 120911 Mod. Express Request
Attachments:
17133.PE SW -EC Narrative.pdf; REQUEST FOR EXPRESS form FINAL.docx; DA Map.pdf
See attached. I spoke to Christine about this project on phone — it will be a modification to include an offsite tract, so a
mod. + offsite permit.
Thanks and we will get the Lantana HOA, CAMS, and the Carolina Storage Offsite guys to attend the meeting. Pauly, send
to Kathleen as I didn't have her email....
Thanks
Branch
j. Branch Smith, PE
Yaraniountc Engineering. lnc. 1122 Cinema Drive I Wilinington, NC 28LI03
Office: [phone] I Cell: [phone] I Fax: [phone] I wv"v.pnramuuutc-eng.com

Hall, Christine
From: Hall, Christine
Sent: Tuesday, June 13, 2017 12:33 PM
To: 'Branch Smith', Weaver, Cameron
Subject: RE: SW8 120911 Mod. Express Request
Branch,
Can you clarify what you are trying to submit to the express program? Your e-mail talks about a mod and an offsite but
only one express request was received for the mod. If you intended on submitting both to the Express program, we
need express requests and the associated documents for each. Let us know what you are trying to do.
Thanks.
Christine Hall
Environmental Engineer
Division of Energy. Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910.796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext
Wilmington, NC 28405
Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Branch Smith [mailto:[e-mail]]
Sent: Monday, June 12, 2017 7:50 AM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <[e-mail]>; Pauly Camp <[e-mail]>; [e-mail]
Subject: SW8 120911 Mod. Express Request
See attached. I spoke to Christine about this project on phone — it will be a modification to include an offsite tract, so a
mod. + offsite permit.
Thanks and we will get the Lantana HOA, CAMS, and the Carolina Storage Offsite guys to attend the meeting. Pauly, send
to Kathleen as I didn't have her email....
Thanks
Branch
I_ Branch Smith, PE
Paramounte Engincenng, Inc. 1 122 Cincma llrivc I AViLningron, INC 28403
Office: [phone] 1 Cell: ()10) 264-1071 I Pas: [phone] 1 \x1xuv.12aramounte-cng eom

Hall, Christine
From: Hall, Christine
Sent: Tuesday, June 13, 2017 1:10 PM
To: 'Branch Smith', Weaver, Cameron
Subject: RE: SW8 120911 Mod. Express Request
Branch,
Each express request and eventually each submittal should be able to standing on its own with its own narrative and site
plans. I will grant an exception this time but please remember this in the future. Cameron will be in touch with dates
but please remember that each submittal need its own, project specific narrative and its own two sets of plans.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall@ncdenr gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
%'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Branch Smith [mailto:[e-mail]]
Sent: Tuesday, June 13, 2017 12:47 PM
To: Hall, Christine <[e-mail]>; Weaver, Cameron <[e-mail]>
Subject: RE: SW8 120911 Mod. Express Request
Kind Regards:
Branch
From: Hall, Christine[mailto:[e-mail]]
Sent: Tuesday, June 13, 2017 12:33 PM
To: Branch Smith <[e-mail]>; Weaver, Cameron <[e-mail]>
Subject: RE: SW8 120911 Mod. Express Request
Branch,
Can you clarify what you are trying to submit to the express program? Your e-mail talks about a mod and an offsite but
only one express request was received for the mod. If you intended on submitting both to the Express program, we
need express requests and the associated documents for each. Let us know what you are trying to do
Thanks.

Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine halltJ5ncdenr.gov
127 Cardinal Drive Ext
Wilmington, NC 28405
1C1. -��Nothing Compares,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From: Branch Smith [mailto:[e-mail]
Sent: Monday, June 12, 2017 7:50 AM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <Christine.Hall @ncdenr.gov>; Pauly Camp <[e-mail]>; Tedmiston(a@camsmetcom
Subject: SW8 120911 Mod. Express Request
See attached. I spoke to Christine about this project on phone — it will be a modification to include an offsite tract, so a
mod. + offsite permit
Thanks and we will get the Lantana HOA, CAMS, and the Carolina Storage Offsite guys to attend the meeting. Pauly, send
to Kathleen as I didn't have her email . .
Thanks
Branch
[. Branch Smith, P13
Paramounre Engineering, Inc. 1 122 Cinema Drive I \Vilulington, NC 28403
Office: [phone] 1 Cell: [phone] 1 Fax: [phone] ( Ni xxw.paramounte-end

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
TIME/DATE
NAME
REPRESENTING
-7GT /�t�✓'�
Guidelines for Access: The staff of Wilmington Regionat Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
Please read
public to safeguard these records and to carry out our day-to-day program obligations.
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the files. Appointments wiR bg scheduled
out an
between 9.00am and 3:OOpm. Viewing time endsat4:45pm•ctaff suneirril n is a ailable.
2. You must specify files you want to review by facil� itV name. The number of files that you
may review at one time will be, limited to five.
3. You may make copies of a file when the copier is not in use by the staff and if time permits.
Cost per copy is $.05 cents. payment may be made by check, 001jeV order, or cash at the
reception desk. Copies totalin $5.00 or more can be invoiced for our convenience.
4. FILES MUST BE KEPT IN ORDER YOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material none of these files s a
misdemeanor for which you can be fined up to $500.00. N brief_ -We� t°tes• etc. ate
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACILITY NAME
COUNTY
4
Sidnature and Name or F, Business Date
Time In Time Out
Please attach a busb=s card to PAID -- INyOICE
COPIES MADE A 1 /Y
S:Admin file access

Hall, Christine
From: Hall, Christine
Sent: Thursday, June 22, 2017 2:11 PM
To: 'Kathleen Gilissen'
Subject: RE: Lantana Crossing Retention Pond
Kathleen,
There are certainly concerns when agreeing to allow another entity to use a stormwater control measure to treat runoff
from another property. The biggest concern would be regarding the cost -sharing of maintenance for the system as well
as the limitation of built -upon area to ensure it remains compliant with the permit and approved plans. The solution
depends on the situation. One solution I've seen is that an owners association was created with both entities being
members and the association documents outlining the responsibilities. Another solution I've seen is a legal document
formalizing the agreement between the two parties. However, if the outparcel is sold, then there would need to be
considerations that the agreement be transferred to the new owners.
I would recommend speaking with a lawyer to get their opinion on the liabilities that would be incurred and their
assistance in formalizing any agreement between the two parties. The HOA may also wish to obtain their own
consultant to ensure the HOA's best interests are being met.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christme-hall@ncdenr gov
127 Cardinal Drive Ext
Wilmington, NC 28405
Y
%'Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Kathleen Gilissen [mailto:[e-mail]]
Sent: Wednesday, June 21, 2017 2:59 PM
To: Hall, Christine <[e-mail]>
Subject: Lantana Crossing Retention Pond
Good afternoon Christine,
I am the community manager for Lantana Crossing and I just spoke with Kathleen Lynch, the VP of the board of
directors. She has been working with Paul Campagna on the shared responsibilities of the Lantana Crossing retention
pond with Carolina Storage Investment.

The board members of Lantana Crossing HOA would like to know what liability they would incur by sharing the
responsibilities with Carolina Storage as far as maintenance and permits. Can you please advise of any details the board
should be aware of before they move forward with this partnership?
Thank you for your help with this.
Kathleen Cilissen I Community Manager
CAMS (Community Association Management Services)
office 910.256.2021 1 kgilissenncamsmlzt.com
fax [phone] camsmgt.com

Hall, Christine
From:
Hall, Christine
Sent:
Tuesday, June 06, 2017 2:43 PM
To:
'Branch Smith'
Cc:
Lewis,Linda; Scott, Georgette
Subject:
RESW8 120911 Lantana Crossing
Branch,
I don't know what the goal is, but the fast track program won't help expedite the approval of the offsite permit. Only
high or low density projects may be submitted under the fast track program. Section E of the Application instructions
available on this website indicates that projects draining to an off -site SCM are not eligible for the Fast -Track Permitting
Program and must apply under the standard permitting process. If the mod to SW8 120911 is submitted under the fast
track program and issued an authorization to construct, the offsite application cannot be submitted until the final permit
to SW8 120911 is submitted and approved (refer to .1044 for the final permit requirements).
Let me know if you have more questions.
Christine
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hal [e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
(Nothing Compares.—_
MI. -
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Branch Smith [mailto:[e-mail]]
Sent: Tuesday, June 06, 2017 11:35 AM
To: Hall, Christine <[e-mail]>; Lewis,Linda <[e-mail]>
Subject: SW8 120911 Lantana Crossing
Christine or Linda:
I wanted to get some feedback prior to submittal of this permit mod. I think Linda may have permitted it and approved
in 2012. The certification was complete in 2013 and per my file review there were no NOVs or incompliance issues with
the two ponds on the permit.
What we want to do is modify Pond #1 and add new drainage area and BUA that is offsite from the existing property
therefore an offsite permit would apply. I've run the calcs and there's no issues with the storage volume and surface

area. We want to permit it fast-trak under the new rules. We'd revise the calcs, etc. to make sure it's all compliant with
the post 2016 rules, and ensure there are no changes to the outlet structure for the water quality volume. So can we
fast-trak the mod and then submit the offsite fast trak7
I can come in and meet (with the plans and permit copies) if that's easier. Thanks
). Branch Smith, PE
Paramounte Engineering, Inc. 1 122 Cinema Drive I \\-ilmington. NC 28403
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