SW8041210_HISTORICAL FILE_20070124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �AAI0
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
02 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
iW7/7l�
YYYYMMDD

0
- - STORMWATER DIVISION CODINGJSHEET „ A_
RESCISSIONS
PERMIT NO.
DOC TYPE
❑ COMPLETE FILE - HISTORICAL
DATE OF
RESCISSION
❑
YYYYMMDD
r�

ti
313 Greenville, LLC
6105 Oleander Drive
Suite 101
Wilmington, NC 28403
910 452 1410 RECEI 7ED
18 M 2 4 2007
January 23, 2007
Ms Linda Lewis
North Carolina Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Transfer of Ownership
313 Greenville
Stormwater Project No SW8 041210
New Hanover County
Dear Linda
Please find enclosed the executed infiltration basin supplement form and correspondence
from Atlantic Rental Management
Please call Jane Staton at 452-3013 if you have any further questions regarding Mr
Norment, the president of the board
Thanks,
Anna Clark

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TENT
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PO Box 717 •Wrightsville Beach, NC 28480 •Phone [phone] •Fax [phone]

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December 15, 2006
Mr Howard Penton, Manager
313 Greenville, LLC
c/o Penton Construction
6105 Oleander Drive, Suite 101
Wilmington, NC 28403
Subject Transfer of Ownership
313 Greenville
Stormwater Project No SW8 041210
New Hanover County
Dear Mr Penton
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Cnvtronment and Natural Resources
Alan W Khmek, P E Director
Division of Water Quality
On December 14, 2006, the Division received your request to transfer this permit
Unfortunately, only a portion of the necessary documentation was provided Please provide
the following items to continue the processing of this permit transfer
1 Please provide documentation of Mr Norment's status as the President of Shoreline
at Seagate Homeowner's Association
2 Does Mr Norment live in the project, or is he an employee of yours, or of Atlantic
Rental Management? The permit cannot be transferred to the management
company or to the HOA if the president or vice-president are employed by you or the
management company The permit must be transferred to the HOA and the person
signing the transfer form and the Operation and Maintenance plan on behalf of the
HOA must be the president or vice president of the HOA and a person who lives in
the project and is not affiliated with you either professionally or personally
3 The Division received only -page 4 of the required Operation and Maintenance plan
Unfortunately, that O&M refers to a wet detention pond, however, the project was
permitted for an infiltration basin A separate O&M Plan was sign by a Manager of
Shoreline at Seagate HOA, but the signature is unreadable, and the document does
not cover all of the required maintenance items as found on the infiltration basin
supplement form, attached Please have the duly recognized president of the HOA
sign, date, notarize and return the attached 0 & M document
If you have any questions, please do not hesitate to call me at [phone]
Sincerely,
Linda Lewis
Environmental Engineer 11
ENBlarl S1WQSISTORMWATERILETTERS120061041210 dec06
cc John Norment
ne
Linda Lewis N r Carolina
Natura!!y
North Carolina Drvtston of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ncwaterquahty org Fax [phone]
An Equal OpporlunitylAffirmative Action Employer— 50% Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 041210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Shoreline at Seagate Homeowner's Association, Inc
Shoreline at Seagate
313 Greenville Avenue, Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until June 29, 2015, and shall
be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 20,025 square feet of
impervious area This basin must be operated with a 30' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 1,000 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 5

State Stormwater Management Systems
Permit No SW8 041210
61 The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a DrainaArea, acres
gnsite, ft
Offsite, ft2
b Total Impervious Surfaces, ft2
c Design Storm, inches
d Basin Depth, feet
e Bottom Elevation, FMSI
f Bottom Surface Area, ft
g Bypass Weir Elevation, FMS6
h Permitted Storage Volume, ft
i Type of Soil
i Expected Infiltration Rate, inlhr
k Seasonal High Water Table, FMSL
I Time to Draw Down, hours
m Receiving Stream/River Basin
n Stream Index Number
o Classification of Water Body
II. SCHEDULE OF COMPLIANCE
1 21
52,853
0
20,025
08
170
1,601
178
1,789
Baymeade Fine Sand
12
140
<2
Bradley Creek 1 Cape Fear
CPF24 18-87-24-4-(1)
"SC HQW #"
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
4 Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
Page 3 of 5

State Stormwater Management Systems
Permit No SW8 041210
7% Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
Page 4 of 5

State Stormwater Management Systems
Permit No SW8 041210
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the pur ose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this t 2"d day of February 2007
NO CAROLINA IR MENTAL MANAGEMENT COMMISSION
Alan W Klimek, P E Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

o 4 tzto
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SEC RE`rARYOFSTATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 (919)BD7-2000
Date 12/15/2006
Click here to
View Document Filings I
Corporation Names
Name Name Type
NC SHORELINE AT
SEAGATE HOMEOWNERS Legal
ASSOCIATION, INC
Non -Profit Corporation Information
SOSI D
0829522
Status
Current -Active
Date Formed
2/20/2006
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Penton, Howard A, III
Registered Office Address
C/o 313 Greenville, LI C 6105 Oleander D
Suite 101
Wilmington NC 28403
Registered Mailing
C/o 313 Greenville, LI C 6105 Oleander D
Address
Suite 101
Wilmington NC 28403
Principal Office Address
C/o 313 Greenville Avenue, LLC
6435 Shinnwood Road
Wilmington NC 28409
Principal Mailing Address'
c/o 313 Greenville Avenue, LLC
6435 Shinnwood Road
Wilmington NC 28409
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http Hwww secretary state nc us/Corporations/Corp aspxVitemId=7922019
12/15/2006

C200604800540
ARTICLES OF INCORPORATION
OF
SHORELINE AT SEAGATE
HOMEOWNERS ASSOCIATION, INC.
SOSID 829522
Date Filed 2/20/2006 10.41.00 AM
Elaine F Marshall
North Carolina Secretary of State
C200604800540
The undersigned, being of the age of eighteen years or more, does hereby make
and acknowledge these Articles of Incorporation for the purpose of forming a nonprofit
corporation under and by virtue of the laws of the State of North Carolina
1 The name of the corporation is SHORELINE AT SEAGATE HOMEOWNERS
ASSOCIATION, INC
2 The period of duration of the corporation is perpetual
The purposes for which the corporation is organized are as follows
(1) To maintain, repair and replace certain common elements located in the
City of Wilmington, County of New Hanover, State of North Carolina,
and shown on that certain Plat for Townhomes at SHORELINE AT
SEAGATE recorded in the New Hanover County Register of Deeds (the
"Plat"),
(2) To own, purchase, manage, maintain, repair and replace any or all of the
equipment or other property of any type, used in connection with the
functions described in Article 3(l) above,
(3) To establish an orderly, equitable and efficient system of billing to pay for
the expenses incurred in the furtherance of the aforesaid purposes,
(4) To promulgate such rules and regulations and perform such deeds and acts
as are deemed necessary to achieve the aforesaid objectives and to
promote the health, safety and welfare of the members of this corporation,
and
(5) The transaction of any lawful activity which a corporation organized
under the Nonprofit Corporation Act (North Carolina General Statutes,
Chapter 55A) of the State of North Carolina by law may now or hereafter
have or exercise
4 The powers of the corporation in furtherance of the purposes set out in Article 3
above are as follows
5 To exercise all of the powers and privileges and perform all of the duties and
obligations of things reasonably necessary or desirable for carrying out the purposes set
forth herein and for protecting the lawful rights and interests of its members in
connection therewith,
6 To fix, levy, collect and enforce payment, by any lawful means, of all charges or
assessments to members and to pay all expenses in connection therewith and all other
expenses incident to the conduct of the business of the corporation, including all license
fees, taxes or governmental charges levied thereon,

C200604800540
7 To acquire (by gift, purchase or otherwise), own, hold, improve, build upon,
operate, maintain, convey, sell, lease, transfer, dedicate for public use or otherwise
dispose of the real property subject to such conditions as may be agreed to by the
members as provided in the bylaws,
To borrow money,
9 To dedicate, sell or transfer all or any part of its property to any public agency,
authority or utility for such purposes and subject to such conditions as may be agreed to
by the members as provided in the bylaws, and
10. To have and to exercise any and all powers, rights and privileges which a
corporation organized under the Nonprofit Corporation Act (North Carolina General
Statutes, Chapter 55A) of the State of North Carolina by law may now or hereafter have
or exercise
l l The corporation shall have members with such designations, rights, powers and
privileges as provided in the Bylaws of the Corporation
12 The directors of the corporation shall be elected by the members in the manner
provided in the bylaws
13 No part of the net earnings of the corporation shall inure to the benefit of any
officer, director or member of the corporation; and upon dissolution of the corporation
the assets thereof shall, after all of its liabilities and obligations have been discharged or
adequate provision made therefor, be dedicated to an appropriate public agency to be
used for purposes similar to those for which the corporation was created or, in the event
that such dedication is refused acceptance, distributed to any association or associations
organized for purposes similar to those set forth in Article 3 hereinabove, all as more
particularly provided in the bylaws of the corporation
14 The corporation may be dissolved only with the assent in writing and signed by
all members
15 The initial registered office is c/o 313 Greenville Avenue, LLC
Mailing address for the registered office is 6435 Shinnwood Road
Wilmington, NC 28409
The street address for the registered office is c/o 313 Greenville Avenue, LLC
6435 Shmnwood Road,
Wilmington, NC 28409
New Hanover County, NC
The name of its initial registered agent at such address is Howard A. Penton III

C200604800540
16 The street address of the principal office of the corporation is c/o 313 Greenville
Avenue, LLC
6435 Shinnwood Road,
Wilmington, NC 28409
New Hanover County, NC
The mailing address for the principal office is c/o 313 Greenville Avenue, LLC
6435 Shinnwood Road,
Wilmington, NC 28409
17 The number of directors constituting the initial Board of Directors shall be two
(2), and the names and addresses of the persons who are to serve as the initial directors
are
N rgg Address
Howard A Penton III 6435 Shinnwood Road
Wilmington, NC 28409
Z NeiI Anderson 206 Forest Hills Drive
Wilmington, NC 28403
18 The name and address of the incorporator is.
Attorney Name W. Talmage Jones
Firm Hogue, Hill, Jones, Nash & Lynch, L L P
Address P 0 Drawer 2178
City, State Zip Wilmington, NC 28402
IN WITNESS WHEREOF, I have hereunto set my hand this L day of February,
2006
W. Talmage J nes, I QV
r
S 1WTN317GreanvilkLLMA%Arucln wpd

SOSID 0829522
Date Filed- 3/24/2006 9 14.00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200606600204
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina
The name of the entity is
INFORMATION CURRENTLY ON FILE
SHORELINE AT SEAGATE HOMEOWNERS ASSOCIATION INC
Entity Type ClCorporation, ❑Fore►gn Corporation, []Nonprofit Corporation, []Foreign Nonprofit Corporation,
(]Limited Liability Company, []Foreign Limited Liability Company []Limited Partnership, (]Foreign Limited Partnership,
❑Limited Liability Partnership, []Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on File is
Number and Street 6435 SHINNWOOD ROAD
City, State, Zip Code WILMINGTON NC 28409 County NEW HANOVER
The mailing address if different from the street address of the registered office currently on file is
The name of the current registered agent is HOWARD A PENTON III
NEW INFORMATION
1 The street address and county of the new registered office of the entity is
(complete this item only if the address of the registered office is being changed)
Number and Street clo 313 Greenville, LLC 6105 Oleander Drive, Suite 101
City, State, Zip Code Wilmington, NC 28403
County New Hanover
2 The mailing address if different from the street address of the new registered office is
(complete this item only if the address of the registered office is being changed)
3 The name of the new registered agent and the new agent's consent to appointment appears below
(complete this item only f the name of the registered agent is being changed)
Type or Print Name UfNew Agent • Signature & Title
4 The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical
5 This statement will be effective upon filing, unless a date and/or time is specified
This is the day of February 12006 SHOREn fPE!ffEJiIOMEOWNERS ASSOCIATION INC
{ f'rr [ ' J N JV Signature
j f J ! WARD A PENTON III , President
V Type or Print Name and Title
Notes Fdmg fee is 55 00 This document must be riled with the Secretary of State
` Instead of signing here, the new regutered went may sign a separate written consent to the appointment, which must he attached to this statement
CORPORATIONS DIVISION P O BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

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i. CURRENT PERMIT INFORMATION:
Stom► mter Management Permit Number LO
2 Permit Holder's name y3 ��� 1►I..
3 signing official's name, Title �AAa j - - - -
4 Mailing address ;r, COY . ELLS
Stet 14 ►ZipCode �0% Phone j*LFAX „91
mu Cade ena KAdw) GAW Coo Intl NVIRW
11. NEW OWNER r PROJECT I ADL>FWM INFORMATION
1 This r uest is tor., (please check all that apply)
Y a Change (Please complete Items 02,
i1an8 In ownership of the property/company (Rle co p
03, and 04 below)
Name change of project (Please complete Item #5 below)
�/,D Mailing address change (Please complete Item 04 below)
—d Other (please explain).
to Arc 44a*60"r
2 New owner's name to be put on permit O_L
3 Now owner's signing o fical's nine and title, _-�" hrgR.a�`�C
L/ A"",
4 New Mailing Address i3 l.o get E Aa(rFa).A,
State tL, Zrpcode L. Pho - SAX 6A z,
OM Coo$ Ind NuMW WN Cade OW Number)
5 New Project Name to be placed on perms oR.�u.� _ A 1_ 5 r!tE
Page 1 of 2
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THIS APPLICATION PACKAGE WILL NOT BK ACCEPTED BY THE DI1fISION OF WATER
QUALITY UNLE86 ALL, OF THE APPLICABLE ITEM$ LISTED BELOW ARE INCLUDED
WITH THE SUBMITTAL.
REQUIRED ITEMS,
1 This completed form.
2 Legal documentation of tits transfer of ownership.
3 A copy of the remded dead restri tins. ff requn O by the permit
4 The designers certitication, d required by the permit.
5. A sigried Operation and Maintenance plan, if a system that requires maintenance will
change o "wMip
6 Maintenance records.
CERTIFICATION N= BE COMPLETED AND SIGNED BY THE CURNSIT PERMIT
HOLDER AND 1 APPLICANT IN THE CASE OF A �E OF OWNERSHIP
FOR NAME CHANGES, COMPLETE AND SIGN ONLY THE CURRENT PERMITTEE'S
CERTIFICATION.
Curr t Pormutes1440refim ion:
I.42attest that thw application for a namelownership
change has been gate and complete ID the best of my knowledge l
understand that it r hWI Airts of this appiicadon aria not compkW and that 0 all requtred
supporting inform 1 snO hments are not induded. this application package will be
returned as in t
Signature Date fa
New AppticnmtrtlflCitlon, (Mua be aaripMe+d Far ag ON of mwwo)
1. OWSam attest that this application for are ownership
change as been and is accu and complete b the best of my knowledge E
understand that required oafs of this application are not cornpteted and ftt d all required
suppomng i and chments are not included, this applIeStran package will be
ratorned as
Signature Dater 3 v
THE COMPLETOD APPUCATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AFM MATERIAL411 SHOULD BE SENT TO THE FOLLOWING ADDRESS
North Carolina Department of Environment and Natural Resources
Division of Wdw QuIdRyy
127 Cardinal Drive EAensbn
Wilmington, HC 28405
ATTW finds Laws
Page 2 of 2
SiE'd CSS6 EGO OT6 01 'WOS4 W OT 9M-2T-Nnr

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Z ale 'UrrT1WdlC1 WWI IdyC11IC! It ,jyotvi I is
? Permit No SW8 041210
ew Hanover Count.
Designer's Certification
AAark -t-Arwr , lE , as a duly registered {''1e in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
A0% JOkIri, 4.
for _ *'aAZa GreR-KV t I�� , LhG. _(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
`-. SEAL
Signature
Registration Number Me- 2144 l� ��-gum
Date SEAL
---f-----
g4419
Certification Requirements
RECEIVED
DEC 14 2006
SWDwo4f21a
Page 6 of 7
►'.. - - r
OXEc- 130 740 9

biaie wormwater Mdf Idgel t tCt It JybLrl t lb
Permit No SW 8 041210
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drams to the system
c/ 4 All roof drams are located such that the runoff is directed into the system
%-- 5 The bypass structure weir elevation is per the approved plan
✓ 6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
v 10 The inlets are located per the approved plans and do not cause short-
circuding of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
ci 13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

ARTICLE IX
LOTS SUBJECT TO DECLARATION/ENFORCEMENT
SECTION 1 Lots Sub ect to Declaration The covenants and restrictions
contained in this Declaration are for the purpose of protecting the value and
desirability of the Planned Community and the Lots contained in it All present
and future Owners, tenants and occupants of Lots and their guests or invitees,
shall be subject to, and shall comply with the provisions of the Declaration, and
as the Declaration may be amended from time to time The acceptance of a
deed of conveyance or the entering into of a lease or the entering into occupancy
of any Lot shall constitute an agreement that the provisions of the Declaration are
accepted and ratified by such Owner, tenant or occupant The covenants and
restrictions of this Declaration shall run with and bind the land and shall bind any
person having at any time any interest or estate in any Lot, their heirs,
successors and assigns, as though such provisions were made a part of each
and every deed of conveyance or lease, for a term of twenty (20) years from the
date this Declaration is recorded, after which time they shall be automatically
extended for successive periods of ten (10) years, unless terminated by the Lot
Owners
SECTION 2 Enforcement and Remedies The covenants and restrictions
of this Declaration shall inure to the benefit of and be enforceable (by
proceedings at law or in equity) by the Association, or the Owner of any Lot, their
respective legal representatives, heirs, successors and assigns The Executive
Board shall be entitled to enforce its Articles of Incorporation, Bylaws and Rules
and Regulations In addition to the remedies otherwise provided for herein
concerning the collection of Assessments, the following remedies shall be
available
A Association to Remedy Violation In the event an Owner (or other
occupant of a Lot) is in violation of or fails to perform any maintenance or other
activities required by this Declaration, the Association's Bylaws, Charter or Rules
and Regulations, the Executive Board or its designee, after 30-days notice, may
enter upon the Lot and remedy the violation or perform the required maintenance
or other activities, all at the expense of the Owner, and such entry shall not be
deemed a trespass The full amount of the cost of remedying the violation or
performing such maintenance or other activities and shall be chargeable to the
Lot, including collection costs and reasonable attorneys' fees Such amounts
shall be due and payable within 30 days after Owner is billed If not paid within
said 30 day period, the amount thereof may immediately be added to and
become a part of the Annual Assessment levied against said Owner's Lot In the
event that any maintenance activities are necessitated to any Common or
Limited Common Elements by the willful act or active or passive negligence of
any Owner, his family, guests, invitees or tenants, and the cost of such
23

maintenance, repair or other activity is not fully covered by insurance, then, at the
sole discretion of the Board of Directors of the Association, the cost of the same
shall be the personal obligation of the Owner and if not paid to the Association
upon demand, may immediately be added to and become a part of the Annual
Assessment levied against said Owner's Lot Notwithstanding the foregoing, the
Association shall not have a lien for the cost of any maintenance and repairs
mentioned in this section if the Association is obligated to make such repairs or
conduct such maintenance by virtue of yards or structures being Limited
Common Elements
B Fines The Association may in accordance with the procedures set
forth in the Act establish a schedule of and collect fines for the vroiabon of this
Declaration or of the Association's Articles of Incorporation, Bylaws or Rules and
Regulations If an Owner does not pay the fine when due, the fine together with
attorney's fees, interest and court costs shall immediately become due and owing
to the Association and the Association may file a lien against the Owner's lot if
the fine levied against the lot remaining unpaid for a period of 30 days or longer
but the Association may enforce said lien by a judicial foreclosure
C Suspension of Services and Privileges The Association may in
accordance with the procedures set forth in the Act suspend all services and
privileges provided by the Association to an Owner (other than rights of access to
Lots) for any period during which any Assessments against the Owner's lot
remain unpaid for at least 30 days or for any period that the Owner or the
Owner's Lot is otherwise to violation of this Declaration or the Association's
Charter, Bylaws, or Rules and Regulations
SECTION 3 Miscellaneous Failure by the Association or by an Owner to
enforce any covenant or restriction herein contained shall in no event be deemed
a waiver of the right to do so thereafter The remedies provided herein are
cumulative and are in addition to any other remedies provided by law
ARTICLE X
STORMWATER PERMITIFACILITES
SECTION 1 Stormwater Permit The Association and each of its Members
agree that at anytime after (i) all work required under the Stormwater Permit has
been completed (other than operation and maintenance activities), and (n) the
Developer is not prohibited under DENR regulations from transferring the
Stormwater Permit for the Planned Community to the Association, the
Association's officers without any vote or approval of Lot Owners, and within 10
days after being requested to do so, will sign all documents required by DENR
for the Stormwater Permit to be transferred to the Association and will accept a
24

deed conveying such facilities to the Association (if not already deeded),
provided, however, that at the time the Developer requests that the Association
accept transfer of the Stormwater Permit, the Developer has delivered to the
Association a certificate from an engineer licensed in the State of North Carolina,
dated no more than 45 days before the date of the request, that all stormwater
retention ponds, swales and related facilities are constructed in accordance with
the plans and specifications therefore If the Association fails to sign the
documents required by this paragraph or to accept a deed conveying such
facilities, the Developer shall be entitled to specific performance in the courts of
North Carolina requiring that the appropriate Association officers sign all
documents necessary for the Stormwater Permit to be transferred to the
Association and accept a deed conveying such facilities to the Association
Failure of the officers to sign as provided herein shall not relieve the Association
of its obligations to operate and maintain the stormwater facilities covered by the
Stormwater Permit
SECTION 2 Stormwater Facilities Operation & Maintenance Any stormwater
retention ponds and related facilities for the Planned Community which have or
are to be constructed by or on behalf of Declarant constitute Common Elements
and, subject only to the provisions of Section 3 of this Article, the Association, at
its sole cost and expense, is responsible for the operation and maintenance of
such facilities Such operation and maintenance shall include, but not be limited
to, compliance with all of the terms and obtaining any renewals of the Stormwater
Permit Except as provided in Section 3 of this Article VII, the Association shall
indemnify and hold harmless the Developer form any obligations and costs under
the Stormwater Permit for operation and maintenance of the stormwater retention
ponds and related facilities
SECTION 3 Damage to Storm Water Facilities The Declarant shall at its sole
cost and expense be responsible for repairing any damage to storm water
facilities caused by the Developer's development activities The Developer shall
not be responsible for damages to stormwater retention ponds and related
facilities caused by any other cause whatsoever, including but not limited to
construction of residences or other activities by Owners, their agents and
contractors, upon their Lots, acts of God, and the negligence of others Lot
Owners shall be responsible for damages to such stormwater facilities caused by
construction of buildings or other activities upon the Owner's Lot Each Owner,
shall within 30 days after receipt of notice of damage to stormwater facilities,
repair the damage at the Owner's sole cost and expense to return them to the
state required by the storm water plans and specifications for the Planned
Community If the Lot Owner fails to do so within said 30-day period, the
Association shall perform the work and the cost of the work shall be added to the
Annual Assessment due from the Lot Owner
25

SECTION 4 Enforcement Of Storm Water Runoff Regulations No Lot, nor that
portion of the street right of way between the edge of the pavement and the front
Lot line, shall be covered by impervious structures, including asphalt, gravel,
concrete, brick, stone, slate or similar material (but excluding wood decking and
the water surface of swimming pools), in excess of 1,000 square feet per lot The
Total impervious surface for the entire property shall be limited to 20,025
Alteration of the drainage as shown on the plans and specifications submitted by
the Declarant to obtain the Stormwater Permit is prohibited without the consent of
DWQ and the Declarant Roadside or lot line swales, ditches and other
vegetative conveyances may not be filled, piped or altered except as necessary
to provide a minimum driveway crossing For curb and gutter projects, no one
may pipe, fill in, or alter any Lot line swale used to meet Stormwater Permit
requirements
In low density subdivisions, each lot will maintain a 30' vegetative buffer
between all impervious areas and surface waters and all roof drains shall
terminate at least 30' from the mean high water mark of any waters that ebb and
flow with the tide In low density subdivisions which have curb and gutters,
designated 5 1 curb outlet swales may not be filled, piped or altered and each
curb outlet swale must be maintained at a minimum length of 100' with 3 1 (H V)
side slopes or flatter, have a longitudinal slope no steeper than 5%, carry the flow
from a 10 year storm in a non -erosive manner, and maintain a dense vegetated
cover
These covenants run with the land and are intended to insure continued
compliance with the Stormwater Permit Therefore, the covenants contained in
this section may not be changed or deleted without the consent of DWQ and the
State of North Carolina is specifically made a beneficiary of these covenants
The provisions of the Stormwater Permit are incorporated herein by reference
and each Owner is required to refrain from taking any action which will be in
violation of the Stormwater Permit
Lots within CAMA's Area of Environmental Concern may have the
permitted maximum built -upon area reduced due to CAMA jurisdiction over such
areas
ARTICLE XI
GENERAL PROVISIONS
SECTION 1 Rights of I sti utional Note Holders Any institutional holder
of a first lien on a Lot will, upon request, be entitled to (a) inspect the books and
records of the Association during normal business hours, (b) receive an annual
26

audited financial statement of the Association within ninety (90) days following
the end of its fiscal year, (c) receive written notice of all meetings of the
Association and right to designate a representative to attend all such meetings,
(d) receive written notice of any condemnation or casualty loss that affects either
a material portion of the Planned Community or the Property securing its loan, (e)
receive written notice of any sixty-day (60) delinquency in the payment of
assessments or charges owed by any Owner of any property which is security for
the loan, (f) receive written notice of a lapse, cancellation, or material
modification of any insurance policy or fidelity bond maintained by the
Association, (g) receive written notice of any proposed action that requires the
content of a specified percentage of mortgage holders, and (h) be furnished with
a copy of any master insurance policy
SECTION 2 Utility_ Service Declarant reserves the right to subject the
Property to contracts for the installation of utilities, cable TV and street lighting,
which may require an initial payment and/or a continuing monthly payment by the
Owner of each Lot Each Lot Owner will be required to pay for any water
connections, sewer connections, Impact fees or any other charges imposed by
any entity furnishing water, sewer or other utility service to the Lots In the
alternative, the Developer may collect such connection, impact and other fees,
charges directly from the Lot Owners All Lot Owners shall be required, for
household purposes, to use water and sewer supplied by the
companies/governmental units servicing the Planned Community Separate
water systems for outside irrigation and other outdoor uses shall not be permitted
without the consent of the Declarant or the Association
SECTION 3 Sevgrability Invalidation of any one of these covenants or
restrictions by judgment or court order shall in no way affect any other provisions
which shall remain in full force and effect
SECTION 4 A e dment of Declaration Except in cases of amendments
that may be executed by the Declarant under this Declaration or by certain Lot
Owners under Section 47E-2-118(b) of the Act, this Declaration may be
amended by affirmative vote or written agreement signed by Owners of Lots to
which at least sixty-seven percent (67%) of the votes in the Association are
allocated, or by the Declarant if necessary for the exercise of any Special
Declarant Right
SECTION 5 FH68 A Approval So long as there is Class B membership,
annexation of Additional Properties, dedication of Common Elements and
amendments to this Declaration must be approved by the Federal Housing
Administration and/or the Department of Veterans Affairs, as the case may be, if
either of those agencies has approved the making, insuring or guaranteeing of
mortgage loans within the Planned Community
27

SECTION 6 North Carolina Planned Community Act It is the intent of
the Declarant to comply with the requirement imposed on the Planned
Community by the Act and to the extent any of the terms of this Declaration
violate the Act, the terms of the Act shall control
SECTION 7 Joinder and Consent BANK OF WILMINGTON, the holder
of a Deed of Trust dated October 21, 2004 and recorded in Book 4537, Pages
101-113 of the New Hanover County Registry, signs this Declaration to evidence
its consent to be bound by the terms hereof
IN WITNESS WHEREOF, the parties hereto, have caused this Declaration
to be executed in their corporate name and the corporate seal affixed by its duly
authorized officers as of the day and year first above written
BANK OF WILMINGTON 313 MEANVIIXA AVENUE, LLC
►jI I
�►
fff���,r►
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public of the State and County aforesaid, do hereby certify that
CKLSa l personally came before me this day and acknowledged
tha§he is President of BANK OF WILMINGTON, a corporation, and thatshe, as
1 President, being authorized to do so, executed the foregoing instrument on
beh f of the corporation Witness my hand and official stamp or seal this lb?" day of
, 2006
My commission expires bCmew
Not ry Public
(S EAL,,-

STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, a Notary Public of the County and State aforesaid, certify that Howard A Penton III
personally came before me this day and acknowledged that he Is Manager of 313
GREENVILLE AVENUE, LLC, a North Carolina limited liability company, and that by
authority duly given and as the act of the company, the foregoing Instrument was signed
in its name by them as Its member/managers
WITNESS my hand and official stamp or seal, this XIL day of ,
2006
My commission expires}'
(SEAL)
29

SHORELINE AT SEAGATE
HOMEOWNERS ASSOCIATION, INC
CONSENT TO ACTION BY THE BOARD OF DIRECTORS SHORELINE AT
SEAGATE HOMEOWNERS ASSOCIATION, INC WITHOUT MEETING
We, the undersigned, being all Board of Directors of Shoreline at Seagate Homeowners Association, Inc ,
do hereby approve the following resolution to amend certain sections of the By -Laws by consent without
meeting, which such consent is evidenced by our signature below
RESOLUTION
WHEREAS, the Shoreline at Seagate, Homeowners Association, Inc is a North Carolina corporation duly
organized and existing under the laws of the State of North Carolina,
and
WHEREAS, the Board of Directors of Shoreline at Seagate Homeowners Association, Inc, is
empowered to Amend certain sections of the By -Laws on behalf of the Association pursuant to The North
Carolina Nonprofit Corporation Act -- Chapter 55A, 55A-7-22(b),
and
WHEREAS, there is a need for the Board of Directors to Amend the By -Laws to decrease the
quorum required for meetings,
and
Now, THEREFORE, BE IT RESOLVED THAT the Board of Directors hereby approves
amending the By -Laws establishing a quorum for members meetings at thirty percent (30%) by and on
behalf of the Shoreline 0eagate Homeowners Association, Inc
This jer
ect Lth12 ayof April, 2006
Bo d TV Board Member

The undersigned, being all of the Directors of SHORELINE AT SEAGATE
HOMEOWNERS ASSOCIATION, INC do hereby submit our res!njon as Directors
of the Association effective June 12, 2006 at 'S; r,0 /W
Neil

E
A
k\
f.
REBECCA P SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration 04/28/2006 12 32 45 PM
Book RE 5013 Page 2243-2272
Document No 2006023825
DECL 30 PGS $98 00
Recorder NELSON, JACQUELINE
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING
*2006023825*
2006023825

Revenue Stamps $0 00
FOR REGRg�gCTION CA P R"'TµER OF DEEDS
NEtis HANOVER COUNTY NC
2D06 MAY 05 10 33 01 AM
BK 5017 PG b05.507 FEE $i i 00
Recording time, book and page
Parcel Identifier No R05619-010-010-000, R05619-010-012-000, R05619-010-013-000
No certification or opinion on title is expressed by the preparer of this deed except as may appear from the preparer's
signed certificate or opinion
Prepared by W Talmage Jones
Hogue, Mill, Jones, Nash & Lynch, L L P
P O Drawer 2178
Wilmington, NC 28402
Grantee mailing address 6105 Oleander Drive, Unit 101, Wilmuigton NC 28403
Returned to Ho e & Hill Attome s
STATE OF NORTH CAROLINA
DEED
COUNTY OF NEW HANOVER
KNOW ALL MEN BY THESE PRESENTS that 313 GREENVILLE, LLC, a North
Carolina limited liability company, "GRANTOR," in consideration. of TEN AND NOI100
(I10 00) DOLLARS and other good and valuable consideration, paid to GRANTOR by
SHORELINE AT SEAGATE HOMEOWNERS ASSOCIATION, INC , a North Carolina
corporation, "GRANTEE," the receipt of which is hereby acknowledged, by these presents, does
give, grant, bargain, sell and convey unto the said GRANTEE, and GRANTEE'S heirs,
successors, and assigns, forever, in fee simple, all that certain lot or parcel of land located in the
County of New Hanover, State of North Carolina, and more particularly descnbed as follows
BEING all of that property identified as Common Elements and shown on a map of
Shoreline At Seagate Townhomes dated March 28, 2006 and recorded May 1, 2006 in
Map Book 49, Page 266 of the New Hanover County Registry
TO HAVE AND TO HOLD the aforesaid lot or parcel of land subject to public utility
easements as set forth on the above referenced map and all privileges and appurtenances thereto
belonging, to the said GRANTEE and said GRANTEE's heirs, successors, and assigns, forever,
in fee simple
The designation GRANTOR and GRANTEE as used herein shall include said parties,
their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or
neuter as required by context

IN WITNESS WHEREOF, the GRANTOR has hereunto set his hand and seal, or if
corporate, has caused this instrument to be signed in its corporate name by its duly authorized
officer, this the 1/ day of April, 2006
313
By
HO
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
1, a Notary Public, certify that the following person(s) personally appeared before me thus day,
and
,W I have personal knowledge of the identity of the principal(s)
❑ 1 have seen satisfactory evidence of the principal's identity, by a current state or
federal identification with the principal's photograph in the form of a
❑ A credible witness has sworn to the identity of the principal(s),
each acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated
Name Cavacity
Howard A Penton III ana er
On behalf of and as the act of the following entity 313 GREENVILLE, LLC
Date%,Notary Public
' °c (pnnt name)
(official seal) My commission expires
o
i
-8v
SIWTJ\IndependenceSouthLLC\Deeds3131 HOA_CommonArea wpd

i�
#6
REBECCA P. SMITH
REGISTER OF DEEDS, NEW HANOVER
216 NORTH SECOND STREET
WILMINGTON, NC 28401
Filed For Registration 0510512006 10.33 01 AM
Book RE 5017 Page 605-607
Document No 2006025243
DEED 3 PGS $17 00
Recorder SCOTT, NANCY A
State of North Carolina, County of New Hanover
YELLOW PROBATE SHEET IS A VITAL PART OF YOUR RECORDED DOCUMENT.
PLEASE RETAIN WITH ORIGINAL DOCUMENT AND SUBMIT FOR RE-RECORDING
*2006025243*
nnnnnnrn A O

�QF WA TF�p Michael F Easley, Governor
'0A G William G Ross, Jr, Secretary
C North Carolina Department of Environment and Natural Resources
> y
Alan W Klimek, P E Director
Division of Water Quality
June 29, 2005
Mr Howard A Penton, III, Member/Manager
313 Greenville, LLC
6103 Oleander Drive
Wilmington, NC 28403
Subject: Stormwater Permit No SW8 041210
313 Greenville Avenue
High Density Project
New Hanover County
Dear Mr Penton
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for 313 Greenville Avenue on May 10, 2005 Staff review of the plans and
specifications has determined that the protect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCA 2Fi 1000 We are forwarding Permit No SW8 041210
dated June 29, 2005, for the construction of the subject project
This permit shall be effective from the date of issuance until June 29, 2015, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone]
Since ly,
Z ,,03,,L
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlarl S 1WQSISTORMWATIPERMIT1041210 1un05
cc Howard Resnik, P E , Coastal Site Design
Tony Roberts, New Hanover County Building Inspections
City of Wilmington Stormwater Services
Beth E Wetherill, New Hanover County Engineering
Linda Lewis
Wilmin ton Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Dnve Extension Phone [phone] Customer Servicel-877.623-6748
Wilmington Regional Office Wilmington NC 28405 3845 FAX [phone] Internet h2o enr state nc us ne hCarol><na
An Equal Opportunity/Affirmative Action Employer — 50% Recydedl10% Post Consumer Paper Naturally

State Stormwater Management Systems
Permit No SW8 041210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Howard A Penton, Ill & 313 Greenville, LLC
313 Greenville Avenue
New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until June 29, 2015, and shall
be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 20,025 square feet of
impervious area This basin must be operated with a 30' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 1,000 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2of7

State Stormwater Management Systems
Permit No SW8 041210
6 The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a
Drainage2Area, acres
1 21
Onsite, ft
52,853
Offsite, ft2
0
b
Total Impervious Surfaces, ft2
20,025
c
Design Storm, inches
1
d
Basin Depth, feet
08
e
Bottom Elevation, FMSL
170
f
Bottom Surface Area, ft2
1,601
g
Bypass Weir Elevation, FMSL
178
h
Permitted Storage Volume, ft3
1,789
1
Type of Soil
Baymeade Fine Sand
i
Expected Infiltration Rate, in/hr
12
k
Seasonal High Water Table, FMSL
140
1
Time to Draw Down, hours
<2
m
Receiving Stream/River Basin
Bradley Creek / Cape Fear
n
Stream Index Number
CPF24 18-87-24-4-(1)
o
Classification of Water Body
"SC HQW #"
II. SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowinq and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
4 Records of maintenance activities must be kept and made available upon
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 041210
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name change
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III GENERAL CONDITIONS
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 041210
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the pur ose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this protect are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 29th day of June 2005
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CCL/ aAtC
Alan W e , P E, Director
Division of Water Quality
By Authority of the Environmental Management Commission
313 Greenville Avenue
Stormwater Permit No SW8 041210
Page 5 of 7

State Stormwater Management Systems
Permit No SW8 041210
New Hanover County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form is included in the Certification
Noted deviations from approved plans and specification
Signature
Registration Number
Date
Certification Requirements
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No SW8 041210
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The bypass structure weir elevation is per the approved plan
6 The bypass structure is located per the approved plans
7 A Trash Rack is provided on the bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 All required design depths are provided
13 All required parts of the system are provided
14 The required system dimensions are provided per the approved plans
cc NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7of7

Permit No S�jf C ¢! 2-1 6
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Manaizement Plan Review
A complete stormwater management plan submittal includes a stormwater management permit application, an
infiltration basin supplement for each system, design calculations, soils report and plans and specifications
showing all stormwater conveyances and system details
I. PROJECT INFORMATION
Project Name 3)'-3green ✓� �� /`t✓P�i _ _-.- _
Contact Person go wad Re.„ +,'I< , �r Phone Number ( 5DI0) 791 -4441
This worksheet applies to Basin No
(as tdentcfwd on plans)
in Drainage Area 1
(from Form SWU-101)
H. DESIGN INFORMATION - Attach supporting calculations/documentation The soils report must be
based upon an actual field investigation and soil borings County soil maps are not an acceptable
source of soils information All elevations shall be in feet mean sea level (fmsl)
Soils Report Summary
Soil Type
Infiltration Rate
SHWT Elevation
Basin Design Parameters
Design Storm
Design Volume
Drawdown Time
Basin Dimensions
Basin Size
Basin Volume Pfovided
Basin Elevations
- Bottom Elevation
Storage Elevation
Top Elevation
Rev nae, Ae s��d
Iz ,y --(j Jr r cf/hr/sf (circle appropriate units)
, Q fmsl {Seasonal High Water Table elevation)
It D inch (15 inch event for SA waters, I inch event for others)
110 ZZ c f
0,,o4- days
ft x —
cf
Co 2
1 -7, ofmsl
17, 8 fmsl
/ 8. 5 fmsl
ft = 10 1 sq ft (bottom dimensions)
Form SWU-l03 Rev 3 99 Page I of 3

IV. INFILTRATION BASIN OPERATION AND MAINTENANCE AGREEMENT
1 After every runoff producing rainfall event and at least monthly inspect the infiltration system for erosion,
trash accumulation, vegetative cover, and general condition
2 Repair eroded areas immediately, re -seed as necessary to maintain adequate vegetative cover, mow
vegetated cover to maintain a maximum height of six inches, and remove trash as needed
3 After every runoff producing rainfall event and at least monthly inspect the bypass, inflow and overflow
structures for blockage and deterioration Remove any blockage and repair the structure to approved
design specifications
4 Remove accumulated sediment from the pretreatment system and infiltration basin annually or when
depth in the pretreatment unit is reduced to 75% of the original design depth The system shall be restored
to the original design depth without over -excavating Over -excavating may cause the required water
table separation to be reduced and may compromise the ability of the system to perform as designed
Removed sediment shall be disposed of in an appropriate manner and shall not be handled in a manner
that will adversely impact water quality (i a stockpiling near a stormwater treatment device or stream,
etc )
A benchmark shall be established in the pretreatment unit The benchmark will document the original
design depth so that accurate sediment accumulation readings can be taken The measuring device used
to determine the depth at the benchmark shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments
When the design depth reads 1, S' feet in the pretreatment unit, the sediment shall be
removed from both the pretreatment unit and the infiltration basin.
5 If the Division determines that the system is failing, the system will immediately be repaired to original
design specifications If the system cannot be repaired to perform its design function, other stormwater
control devices as allowed by NCAC 2H 1000 must be designed, approved and constructed
I acknowledge and agree by my signature below that I am responsible for the performance of the five
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print Name and Title Powarc( /i-, &i'f rJn - % ► +'_ _ Mg iager� _313 6rGe . v)Ae
Address 6103 Oka.ie(er ,fir, 4wi Z,84-o3
Phone 910 — O Date j 2- LV& 2 A5
Signature
Note The legally responsible party shouj%not be a homeowners association unless more than 50% of the lots have been sold and
a resident of the subdiviston has een named the president II
I \1%, a Notary Public for the State of N( Lit,ri h inG; County of
0.� "I hereby certify that �lf�V�la A _ �eixL ►�._ �_l l___ _ personally appeared before me tivs�
day of _ onq W l A _, 'r\r\,-Jand acknowledge the due execution of the forgoing infiltration basin maintenance
requirements Witness my hand and official seal, tt111D�A9hryjr,
SEAL My commission expires
Z Z'
Form SWU-103 Rev 3 99 Page 3 of 3 GO 4#

State Stormwater Management Systems
Permit No SW8 041210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Howard A Penton, 111 & 313 Greenville, LLC
313 Greenville Avenue
New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H 1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit
This permit shall be effective from the date of issuance until June 29, 2015, and shall
be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
1 This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data
2 This stormwater system has been approved for the management of stormwater
runoff as described in Section 16 on page 3 of this permit The stormwater
control has been designed to handle the runoff from 20,025 square feet of
impervious area This basin must be operated with a 30' vegetated filter
3 The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans The built -upon area for the future
development is limited to 1,000 square feet
4 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system
Page 2 of 7

State Stormwater Management Systems
Permit No SW8 041210
6 The following design criteria have been provided in the infiltration basin and must
be maintained at design condition
a
Drainageprea, acres
1 21
Onsite, ft
52,853
Offsite, ft2
0
b
Total Impervious Surfaces, ft2
20,025
c
Design Storm, inches
1
d
Basin Depth, feet
08
e
Bottom Elevation, FMSL
170
f
Bottom Surface Area, ft2
1,601
g
Bypass Weir Elevation, FMSL
178
h
Permitted Storage Volume, ft3
1,789
1
Type of Soil
Baymeade Fine Sand
!
Expected Infiltration Rate, inlhr
12
k
Seasonal High Water Table, FMSL
140
1
Time to Draw Down, hours
<2
m
Receiving Stream/River Basin
Bradley Creek 1 Cape Fear
n
Stream Index Number
CPF24 18-87-24-4-(1)
o
Classification of Water Body
"SC HQW #"
11. SCHEDULE OF COMPLIANCE
1 The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately
3 The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to
a Semiannual scheduled inspections (every 6 months)
b Sediment removal
c Mowing and revegetation of slopes and the vegetated filter
d Immediate repair of eroded areas
e Maintenance of all slopes in accordance with approved plans and
specifications
f Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter
g A clear access path to the bypass structure must be available at all times
4 Records of maintenance activities must be kept and made available upon
Page 3 of 7

State Stormwater Management Systems
Permit No SW8 041210
request to authorized personnel of DWQ The records will indicate the date,
activity, name of person performing the work and what actions were taken
5 The facilities shall be constructed as shown on the approved plans This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data
6 Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation Any deviations from the
approved plans and specifications must be noted on the Certification A
modification may be required for those deviations
7 If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility
8 Access to the stormwater facilities shall be maintained via appropriate
easements at all times
9 The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below
a Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc
b Project name charge
c Transfer of ownership
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, lease or sale of all or part of the project
area The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought
f Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan
10 The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction
11 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made
III. GENERAL CONDITIONS
Page 4 of 7

State Stormwater Management Systems
Permit No SW8 041210
This permit is not transferable except after notice to and approval by the Director
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate
The approval of this request will be considered on its merits and may or may not
be approved The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request
2 Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215 6A to 143-215 6C
3 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction
4 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
5 The permittee grants DENR Staff permission to enter the property during normal
business hours for the pur ose of inspecting all components of the permitted
stormwater management facility
6 The permit may be modified, revoked and reissued or terminated for cause The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition
7 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
8 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit
9 The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days
Permit issued this the 29th day of June 2005
NORTH-2AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan line ,Director
Division of Water Quality
By Authority of the Environmental Management Commission
313 Greenville Avenue
Stormwater Permit No SW8 041210
Page 5 of 7

COASTAL SITE DESIGN, PC
PO Box 4041
Wilmington NC 28406
Phone/Fax [phone]
May 10, 2005
Linda Lewis
Environmental Engineer
N C Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Stormwater Management Permit for
313 Greenville Avenue
City of Wilmington
New Hanover County
C S D Project No 04-0010
Stormwater Project No SW8 041210
Dear Ms Lewis
Enclosed please find the following items for the referenced project
- one (1) copy of the revised Stormwater Management Calculations
- two (2) copies of sheets 1 through 3, the revised "Sediment & Erosion and Control & Stormwater
Management Plan"
- two (2) copies of sheet 1 through 6, the revised construction Drawing Set
The contour information provided in the enclosed plan is the latest provided by the client All known onsrte drainage
features are shown on the plan A note concerning roof drainage, as requested in item 4 of your 4/28/05 transmittal and
previous transmittal, is located on sheets 1 of 3 and sheets 3 and 4 of 6 Additionally, the bypass structure has been
revised per your request
Please let me know if you require any additional information Thank you for your assistance
Very truly yours,
iel
Howard Resnik, P E
Encl As noted above
cc Howard Penton
' 777'r-f-D
7 MAY 1 0 /l.M
i

�K P. 01
TRANSACTION REPORT
APR-28-2005 THU 12:29 PM
FOR,, >K
DATE START RECEIVER TX TIME PAGES TYPE NOTE. M# DP
APR-28 12:27 PM 97914441 1102" 2 SEND 0 ) 220
TOTAL 1M 2S PAGES: 2
iKtc�c�cic�KXiK�K�tc�c��c�c�K��c�cXiKiK�c����c�ciKXiK�c�X�c�ciciK�ciK�KaX��ciK�ciK>Ic�ciX�tc�lciKiKiK�K���c�c��iK�c���K��X�c��c�K�c�c����tc�lcY�c�K>X��c��c�K�tc�c�c�ciK
�0F WArF9Q Michael F Easley, Governor
'0 G William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
FAX COVER SHEET
Date: April 28, 2005 No. of Pages: 2
To: Howard Resnik, P.E. From: Linda Lewis
Company, Coastal Site Design Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 041210
Project Name: 313 Greenville Avenue
MESSAGE:
Howard.
The Division received previously requested information regarding the subject project on March
14, 2005 The application is still not complete Please provide the following information prior to
May 28, 2005, to continue the review:
Please provide 2 copies of sheet 4 of 5

�qF WATF9Q Michael F Easley, Governor
William G Ross, Jr, Secretary
r North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
FAX COVER SHEET
Date: April 28, 2005
To: Howard Resnik, P.E.
Company, Coastal Site Design
FAX #. [phone]
No of Pages: 2
From- Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number- SW8 041210
Project Name 313 Greenville Avenue
MESSAGE -
Howard
The Division received previously requested information regarding the subject project on March
14, 2005 The application Is still not complete Please provide the following Information prior to
May 28, 2005, to continue the review
Please provide 2 copies of sheet 4 of 5
2 Please add the existing contour information to sheet 4 of 5, as previously requested
(Item #6, 2/14/2005 letter)
3 Please show the existing drainage features, such as property line ditches, pipes,
etc , on the plans, as previously requested (Item #10, 2/14/2005 letter)
4 Please add a note to the plans Indicating that the roof drainage must be directed so
that the runoff ends up In the parking lot (Item #10, 2/14/2005 letter)
5 The runoff from the site should enter the bypass structure FIRST, then be directed
Into the basin Inside the bypass structure, place a "smart weir" (see attached detail),
with the top elevation of the weir at the storage elevation The weir should be
positioned such that the first 1" Is allowed to enter the basin through the structure
Once the storage elevation Is reached, the runoff flows over the weir and Into the
bypass piping to the vegetated filter
ENBlarl SIWQSISTORMWATIADDINF0120051041210 apr05
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servioel 877.623 6748
Wilmington Regional Offioa Wilmington, NC 28405-3845 FAX [phone] Internet h2oenrstate nc us ne
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�OF WALk9q Michael F Easley, Governor
O G William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
Date- April 28, 2005
To Howard Resnik, P.E
Company- Coastal Site Design
FAX #. [phone]
FAX COVER SHEET
No of Pages" 2
From: Linda Lewis �
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number- SW8 041210
Project Name. 313 Greenville Avenue
MESSAGE -
Howard
The Division received previously requested Information regarding the subject protect on March
14, 2005 The application is still not complete Please provide the following information prior to
May 28, 2005, to continue the review
Please provide 2 copies of sheet 4 of 5
2 Please add the existing contour information to sheet 4 of 5, as previously requested
(Item #fi, 2/14/2005 letter)
3 Please show the existing drainage features, such as property line ditches, pipes,
etc , on the plans, as previously requested (Item #10, 2/14/2005 letter)
4 Please add a note to the plans indicating that the roof drainage must be directed so
that the runoff ends up in the parking lot (Item #10, 2/14/2005 letter)
5 The runoff from the site should enter the bypass structure FIRST, then be directed
into the basin Inside the bypass structure, place a "smart weir" (see attached detail),
with the top elevation of the weir at the storage elevation The weir should be
positioned such that the first 1" is allowed to enter the basin through the structure
Once the storage elevation is reached, the runoff flows over the weir and into the
bypass piping to the vegetated filter
ENBlarl SIWQSISTORMWATIADDINF0120051041210 apr05
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel 877.623 6748
Wilmington Regional Office Wilmington, NC 28405 3945 FAX [phone] internet h2o enr state nc us ne
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'40F wArFgQ Michael F Easley, Governor
O G William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
February 14, 2005
Mr Howard Penton, 111, Member/Manager
313 Greenville, LLC
6103 Oleander Drive
Wilmington, NC 28403
Subject Request for Additional Information
Stormwater Project No. SW8 041210
313 Greenville Avenue
New Hanover County
Dear Mr Penton
The Wilmington Regional Office received a Stormwater Management Permit Application for
313 Greenville Avenue on December 17, 2004 A preliminary review of that information has
determined that the application is not complete The following information is needed to
continue the stormwater review
V1
Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist
2
Please relocate the outlet structure to the point where runoff enters the basin
Infiltration must be designed as offline system, that is, the bypass of the excess
runoff must occur nor to the runoff entering the basin
/
3
Please verify that the correct corporate LLC name is 313 Greenville, LLC, and
not 313 Greenville Avenue, LLC The Secretary of State does not have a
corporation by the name of 313 Greenville Avenue, LLC, only 313 Greenville,
LLC Please be accurate when providing corporate names on the application
/ 4
This is a manager -managed LLC, therefore, please provide documents-tion of
your status as a member and Manager The Articles of Incorporation only name
you as the registered agent
,% 5
Please dimension all impervious areas, including the buildings and parking
areas
5
6
Please provide detailed grading plans which show the ee�xistinq� and proposed
'I
contours, spot elevations and finished floor elevations his is required to
demonstrate that all onsite impervious surfaces are directed into the basin and
that no offsite runoff comes into the basin, unless it has been accounted for
7
Vincent Lewis has indicated that a hardpan clay layer exists at 42" and that the
SHWT is at 40", which is in conflict with the submitted soils information The
minimum bottom elevation for this infiltration system is 18 67
/ 8
The overflow from all infiltration basins must go through a vegetated filter Since
the receiving stream is not SA, the filter must be 30' long Please add the
required filter and a detail (to include elevations, inverts, slopes, etc ) to the
plans
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ernoel 877.623 6748
Wdmington Regional Office Wilmington NC 28405-3845 FAX [phone] Internet h2o enr state nc us nc coithCarolina
An Equal Opportunity/Affirmative Acton Employer — 50% Recycled110% Post Consumer Paper A19tura141

Mr Penton
February 14, 2005
Stormwater Application No SW8 041210
,/ 9 Please provide a flow distribution mechanism in the basin
10 Please show the existing and proposed drainage features on the site,
especially at the rear of the buildings, and add a note to the plans that all
roof drains from the proposed buildings must be directed so that the runoff
ends up in the parking lot
Please note that this request for additional information is in response to a preliminary
review The requested information should be received by this Office prior to March 14,
2005, or the application will be returned as incomplete The return of a project will
necessitate resubmittal of all required items, including the application fee
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter The request must indicate the date by which you expect to submit the required
information The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and
is subject to enforcement action pursuant to NCGS 143-215 6A
Please reference the State assigned project number on all correspondence Any
original documents that need to be revised have been sent to the engineer or agent All
original documents must be returned or new originals must be provided Copies are not
acceptable If you have any questions concerning this matter please feel free to call me
at [phone]
Sincerely,
Linda Lewis
Environmental Engineer
ENBlarl S1WQSISTORMWATERIADDINFO120051041210 feb05
cc Howard Resnick, P E , Coastal Site Design
Linda Lewis
Page 2 of 2

COASTAL SITE DESIGN
PO Box 4041
Wilmington, NC 28406
PhonelFax 910 791-4441
March 14, 2005
Linda Lewis
Environmental Engineer
N C Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Stormwater Management Permit for
313 Greenville Avenue
City of Wilmington
New Hanover County
CSD Project No 04-0010
Stormwater Project No SW8 041210
Dear Ms Lewis
Enclosed please find two (2) copies of sheets I through 3, the revised "Sediment & Erosion and Control & Stormwater
Management Plan" for 313 Greenville Avenue, one (1) copy of the grading plan, and one (1) copy of the revised
Stormwater Management Calculations All of the comments in your 2/14/05 "Request for additional information" have
been -addressed, with the exception of item 4, of which the owner will be providing you with the documentation to satisfy
your concerns Please note that the elevation of the natural ground at the test location of the water table determination
was found to be 17 8 This sets the basin bottom elevation no lower than 16 5, and 17 0 is proposed
Please let me know if you require any additional information Thank you for your assistance
Very truly yours,
Howard Resnik, P E
Encl As noted above
cc Howard Penton
RECEIVED
MAR 14 2005
BY

Re 313 Greenville Avenue - SW8 041210
Subject: Re 313 Greenville Avenue - SW8 041210
From: Linda Lewis <Linda Lewis@ncmail net>
Date: Mon, 21 Feb 2005 08 21 44 -0500
To: Howard Resnik <howard@coastalsitedesign corn>
Howard
In answer to your questions
2 Infiltration system work differently than wet ponds Per
1008(d)(4) infiltration must be designed such that the excess
volume bypasses the system and does not flush pollutants through the
system I don't know what other infiltration basins you've designed
for the State in the past, but if they were designed in accord with
our criteria, then you should have either provided a bypass for the
excess design storm PRIOR to it entering the basin, or you should
have designed the basin to store the runoff from a larger design
storm If we permitted something that was not in accord with either
of these, then we are not obligated to repeat our mistake
7 I spoke to Vincent about this site He remembered it, and showed
me where he bored I took the approximate elevation of the existing
ground at the bore, subtracted 40" and added back 2' to get the
maximum bottom elevation Do you have any written records of the
visit and it's results> If so, please send them in
8 Infiltration systems will fail quicker if all the runoff is
directed into them for all of the storms Mr Penton will extend the
life of the infiltration basin by installing a bypass However, the
bypass and filter requirements can be waived if the basin can be
designed to hold additional volume (the Division determines the
design storm to be used) For this site, with a restrictive clay
layer and fairly high water table, my judgement would be to use a
design storm of 2" and require the excavation of the clay layer
under the basin, and backfilled with suitable soils
9 Allowing the runoff the spread out naturally across a flat area
usually results in one area of the infiltration basin being used
over and over again, with the other areas utilized only during
really large storms The type of flow spreader mechanism needed is
something that will allow the runoff to be transported to all parts
of the basin on a fairly equal basis I'll leave the specifics to
you, however, one design I have seen that appears to work well is
infiltration piping cut in half, anchored into the bottom of the
pond, and laid in a patten that forces the incoming runoff to be
distributed evenly
Linda
Howard Resnik wrote
ILinda,
1 of 4
2/21/2005 8 22 AM

Re 313 Greenville Avenue - SW8 041210
W
,
I am in receipt of a copy of your 2/14/05 "Request for
Additional Information" concerning the 313 Greenville
Avenue project (SW8 041210), and would like to attempt
to resolve some of your concerns, and also request
clarification on some items, prior to re -submittal.
1. There is already a note at the top of sheet 1 of 3
which states that "no wetlands exist onsite."
2 I think that I understand your concern with the
outlet structure location (dirty, 1st inch of water
from initial rain should infiltrate & everything after
should bypass), however, the same scenario takes place
on a pond. In that case, you want to see the outlet
structure located at a 3:1 distance from the
entrance. I feel like the placement of the outlet
structure further away from the entrance to the basin
is more beneficial, giving TSS a chance to settle out
before they exit the system while the excess water
travels across the basin. Further more, the logistics
of placing the outlet next to the entrance are very
difficult. Finally, all of the infiltration basins I
have seen and/or designed in the past have not had to
meet this requirement. Please consider my comments.
3 I have changed the owners name to properly
represent the correct LLC. The re -submittal will
reflect the changes.
4. Documentation of the Manager/member status will be
provided with the re -submittal.
5. Dimensioning will be provided on the re -submittal.
6 The grading plan from the construction drawings
will be included with the re -submittal.
7 I'm confused of how you came up with the minimum
bottom elevation of 18.67, because that elevation is
above the existing ground where Vincent performed his
test. The rules for infiltration basins (if I'm
reading the application correctly) state that there
2 of 4 2/21 /2005 8 22 AM

Re 313 Greenville Avenue - SWS 041210
n
must be a 2 ft separation between the SHWT and the
structure bottom and a 3 ft separation from any
impervious soil horizon and the bottom of the j
structure. Vincent did not encounter any
groundwater during his test, so I am again confused
about your statement that the SHWT was at 4011, despite
the fact that the impervious soil horizon separation
requirement takes precedence over the SHWT separation
requirement in this case. According to my
calculations, if the existing ground at the test
location is 17.5, then the imp. soil horizon is at
14.0, and the bottom of the structure must be 17 or
higher. We will confirm the ex. ground location
elevation prior to re -submittal.
8 On the last infiltration basin I had permitted,
there was an exception to the vegetated filter rule if
the basin met the 25 yr, 24 hr event requirements for
flow rate, and the 10 yr, 10 min requirements for
volume. Does this project qualify for this exception
if it meets those requirements)?
9. What is a flow distribution mechanism The basin
bottom is proposed as flat. The water should spread
out naturally.
10 There is already a not on sheet 2 of 3 stating
that "all roof drains must be directed to the
stormwater system and or parking lot." I will place
this note on all other sheets that apply
I will await response from you prior to re -submittal,
namely on items 2, 7, 8, and 9. I look forward to
working with you to resolve these issues.
Sincerely,
Howard Resnik, PE
Coastal Site Design
PO Box 4041
Wilmington, NC 28406
voice/fax [phone]
www.coastalsitedesign.com
<http://www.coastalsitedesign.com>
3 of 4 2/21/2005 8 22 AM

DEC-02-2004 15 21 FROM PENTON CONSTRUCTION 9104527768 TO 9107914441 P 2/5
s TO-4527768 P 2
` DEC-'2-2004 02 52P FROM tics LTD-WIU`1 191066696�
ENGMERING CONSULTING SERVICES, LTD
Gcotechntcal . Constructioa Materials • ern, tgonrnental
December 2, 2004
Mr Howard Penton RECEIVED
b 103 Otcander Drivc
lkihn ngton, North Carolma 28403 DEC 17 2004
Re Inflitrautin Evaluation
313 Greenville `''Venue PROD # DWO 4- r 2 /0
Wilmington, North Carolina
ECS Pro3ect No 22 11131
Dear Mr Penton
Engineering Consulting Services, Ltd (ECS) recently oinducted an infiltwtiotl evaluation for
313 Greenville Avenue in Wilmington, North Carolina This letter, with attaohmcnts, tS the
report Of our investigation
Field Investigations
On December 2, 2004, ECS conducted an investigation of the subsurface soil and ground water
oonditcons at the proposal Storm water infiltration at the. requested location shown on the
attached Site Sketch The purpose of this investigation was to obtain subsurface ►nforamtion of
the suitability of the in -place soils for tic infiltratioa of ,;wrm water runoff We tnvestigated the
subsurface soil and ground water conditions by drilling one hand auger bonng to a depth of
approximately six feet below the existing ground surface We visually classified the qubsurface
soils dnd obtained representative samples of each bod type encountered We also recorded the
ground water level observed at the tithe of the hand auger boring The attached Infiltration
Evaluation Form Provides a 6urnmairy of the subsurface conditions encountered at the hand
auger boring location
Our field classification indicuad that the subsurface sods at the test location consisted of a
strata of topsoil overlying a strata of gny fiite to medium sand overlying a Strata of gray clayey
sand to sandy clay
Ground water war encountered at the time of our exploration at the test location it a depth of 72
inches below the existing ground surface The seasonal high ground; water level at the test
location is approximately 4$ inches below existing surface grade
We have conducted an infiltration test scar our band auger boring to estimate Infiltration rates
for the subsurface soils The infiltration test was conducted within the upp4r stratum of silty
sends, where the base of as infiltration system will need to be at least 24 inches above seasonal
high round water levels The result of this test is sunrunanzed on the Intiltration Evaluation
Form anti is also listed below
P 0 Bo: 10434 Wilmtnwon, NC 23W - 014) 686.9114. MX (91 U) 686,9666 • Jacksonville, NC [phone] a www tAalrtnacd Com
Abe, MD AtlaaM OA Armin, TX Balumaro Mi) BuruuQ GA Chnuully, VA CbAmF4 14C Cbicno, lL iDati k TX
Dmnik, VA PmdenLk, Mil Frodeneksburg, VA Grembwo, NC Grecnnlle SC Norfolk YA Odusdix FL Raioaah, NC
Ptd mand VA R&-w te, VA San Aaioain, TX Wliha 41Wg, VA Wileuaglun NC WW4hc%W, VA Park, PA
lieWas ser7,OCY opiy
Coastal Site tiesign
P 4 Box 4041
YC-n'ngtoa, NC 264P,6

1W
DEC-OR-2004 15 21 FROM PENTON CONSTRUCTION 9104527769 TO 9107914441
DEC Z-M04 02- 52F FROM- ECS LTD-WILM 19106%9666 TO 4527768
P 3
P 3/5
Infiltration Sveluatton
313 Greenville Avenue
Wilmington, North Carolina
ELS Project No 22 11131
FIcfd 1 est Results
At the rcquested location, the infiltration test was perkrmed 8l a depth of approximately 24
inr.hcs Wow surface grade and indicated an infiltration rate of 12 00 inches per hour
It is likely that the Seasonal high groundwater conditions and infiltration rates can vary across
this site due to naturally occurring soil types and because of the surface topography
If you ]rave any questions regarding this repeat, plehse contact us at (91t1) 686r9114
RcSpecttully.
ENGINEERLNG CONSULTING SERVICES,i3-D.
Kris J 8tamtrt
Construction Smylces Manager
Attachments Site Sketch
Ltf llrntron Evaluatwn
'W3
WaltdM Sobh,P E
Principal Engineer
NC License No 22983
Coastal Site Design
# PO Box4041
VYitmingron NC 28406

IRC-02-2004 15 21 FROM PENTON CONSTRUCTION 9104527766
D&2-2004 02: 52P FROM: ECS LTD-WILM 19106669r.66
TO 9107914441
TO,45277G8
Pt4
P 4/5
Infiltration Evaluation
313 Greenville Avenue
Wilmington, North Carolina
ECS Project No. 22.11131
December 2, 2004
Location De t
41 0-61
6-4O 1s
48-54"
54-72"
Soil Description
Grass and topsoil
Gray Fine to Medium Silty SAND
Tan to Gray Fine to Medium Clayey SAND
Gray Sandy CLAY
Groundwater was encountered at 72" below the existing ground surface.
Infiltration Ratc 12.00 inches per hour
Test was conducted at 24" inches below the existing ground surface
Coast! Site Design
P O Box 4G4l
Wilmington NCNA06

kDC-02-2004 15 21 FROM PENTON CONSTRUCTION 9104527768
MLb-2-2W4 02 52P FROM ECS LTD-WILM L910686966S
TO 9107914441 P 5/5
M- 4527768 P 5
PROJECT '31 (,rc w �� _ 6 v� FIGURE N4
TITLE .w. .._.�._.� JOB NO _
D �
SCALE
SuRvIrF*s, LTD. By DATE APPROVED BY GATE
CALCULA,noN SHEET tn�L.- I .f Iw
i
t
• �vt
jJ Y
1 r I
i
Coastal Site Design
1 �a 7 0 ocx 4G4l
W lm'7 tnn. NC 184Q6

L9
Page 1 of I
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARYOFSTATE
Corporations
*Corporations Home
*Important Notice
•Corporate Forms/Fees
•Corporations FAQ
*Tobacco Manufacturers
*Dissolution Reports
*Non -Profit Reports
•Verify Certification
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Links
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*Dept of Revenue
Legislation
01999 Senate Bills
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•Other Legislation
Search
•By Corporate Name
*For New Corporation
•By Registered Agent
Online Orders
•Start An Order
*New Payment Procedures
Contact Us
*Corporations Division
*Secretary of State's web sjtc
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date 2/13/2005
Click here to
View Document Filings I
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC 313 Greenville, LLC Legal
Limited Liability Company Information
SOSID
0748867
FID:
Status
Current -Active
Date Formed
10/20/2004
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
Penton, Howard A, III
6103 Oleander Drive
Wilmington NC 28403
6103 Oleander Drive
Wilmington NC 28403
6103 Oleander Drive
Wilmington NC 28403
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http Hwww secretary state nc us/Corporations/Corp aspx?PItemId=6543351 2/13/2005

SOSID 748867
z �y Date Filed 10/20/2004 3 18.00 PM
Elaine F Marshall
North Carolina Secretary of State
State of North Carolina C200429400265
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company
The name of the limited liability company is 313 Greenville, LLC
If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve (If no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company )
The name and address of each person executing these articles of organization is as follows
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both Note This document must be signed by all persons listed here)
W Talmage Jones, Organizer
101 South Third Street
Wilmington, NC 28401
4 The street address and county of the initial registered office of the limited liability company is
Number and Street 6103 Oleander Drive
City, State, Zip Code Wilmington, NC 28403 County New Hanover
The mailing address, if different from the street address, of the initial registered office is
6 The name of the initial registered agent is Howard A Penton, III
7 Principal office information (Select either a orb)
a 0 The limited liability company has a principal office
The street address and county of the principal office of the limited liability company is
Number and Street 6103 Oleander Drive
City, State, Zip Code _Wilmington_NC_28403 County New Hanover
The mailing address, if different from the street address, of the principal office of the corporation is
b 0 The limited liability company does not have a principal office

i
8 Check one of the following
(i) Member -managed LLC all members by virtue of their status as members shall be
managers of this limited liability company
✓ (ii) Manager -managed LLC except as provided by N C G S Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members
9 Any other provisions which the limited liability company elects to include are attached
10 These articles will be effective upon filing, unless a date and/or time is specified
This is the 19th day of October 2004
Sr re
W Talmage Jones, Organizer
Type or Pratt Name and Title
NOTES
1 Filing fee is $12S This document must be filed with the Secretary of State
CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instructions for Filing

fI
OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
/ -/I -o
j- oD
�SLJ /a/0
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an onginaI
GENERAL INFORMATION
I Applicants name (specify the name of the corporation, individual etc who owns the project)
5 _J3 Gree.1✓.IL_
2't Ar
2 Print Owner/Signing Official s name and title (person legally responsible for facility and compliance)
3 Mailing Address for person listed in item 2 above
6003 01eAn c6- Dove -
city — (�1l,� �„ J State N6, Zip ..2--8-03
Telephone Number ( 0[d ) -4-52! —14n( )
4 Project Name (subdivision, facility or establishment name -- should be consistent with project name on plans
specifications letters, operation and maintenance agreements, etc)
:3 i3 �Tc��v.lrc f>zve�uG
5 Location of Project (street address)
313 6 lPce-/! yr llr-
City County /V
6 Directions to project (from nearest major intersection)
i
Pik 4s ur `1m4!f aPProKI•..utFelj. z 'blo`L[s lyeYcrte- G&f-(5kilrv1Ue—
7 Latitude 3.4F-"/ z - 32_.�..,. Longitude 77"SZz ',3o" of project
8 Contact person who can answer questions about the project
Name ,&W,0tr-c( Re-SAA� P Telephone Number ( 910 ) '70Y - .-4.-(
II PERMIT INFORMATION
1 Specify whether project is (check one) X New Renewal Modification
Form SWU-101 Verson 3 99 Page 1 of 4

Mi
If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing perrrut number and its issue date (if known)
3 Specify the type of project (check one)
Low Density >C High Density Redevelop General Perrrut Other
4 Additional Project Requirements (check applicable blanks)
_CAMA Major Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
-. r,Sf 1 ii op I-u•i 0 .
2 Stormwater runoff from this project drains to the _ aT & a r River basin
3 Total Project Area 1 ' ZJ acres 4 Project Built Upon Area 37.3 %
5 How many drainage areas does the project have? i
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below
�Basiri�infori�atioit .�
; � �� f1�ra>}nage�A;rea�1u��
�� Drainag�'�Ai2a�2 k �
Receiving Stream Name
a 6
Receiving Stream Class
Drainage Area
s Z a
ExistinIm ervious* Area
93 sio 0, D a
Proposed Im ervious*Area
Z c Z S
% Im envious* Area (total)
3 7, 9
eiviousvurfac'e%Areas
au ^ DraigeAiea1 ,{= "<�
4yy"roDruriagerea�
On -site Buildings
On -site Streets
.�.
On -site Parking
3 s Z 4
On -site Sidewalks
3 K19, D
Otheron-sitei�a>tr,m rec aro
0 0 Z a�
Off -site
Total Za oZ 0, d� a c
Total
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc
Form SWU-101 Version 3 99 Page 2 of 4

How was the off -site unpervious area listed above derived
IV DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment
The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality These covenants may
not be changed or deleted without the consent of the State
S,fE
No more than _ ZD, DZ� square feet of4uu,4okhall be covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools
3 Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings
4 Built -upon area m excess of the permitted amount requires a state stormwater management permit modification prior to
construction
5 All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and
persons claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project Contact the Stormwater and General Pernuts Unit at [phone] for the
status and availability of these forms
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3 99 Page 3 of 4

VI SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ)
A complete package includes all of the items listed below The complete application package should be
submitted to the appropriate DWQ Regional Office
Please indicate that you have provided the following required information by irutialing in the space
provided next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including
- Development/Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section
Designated agent (individual or firm) Ward n — C -5
Mailing Address _ �, D, L3�x 422 1
City State .KC. Zap z:94D6
Phone 0/0 2.92 4 Fax ( 910 ) "791 — 4¢4t
VIII. APPLICANT'S CERTIFICATION
1, (print or type name of person fisted in General Information, item 2) hard /i, ?i+ fQ✓l. , _ 2_ff_ ,
certify that the info on lu d on this perirut application form is, to the best of my knowledge, correct and
that the project will ns a in conformance with the approved plans, that the required deed restrictions
and protective co v n e ecorded, and that the proposed project complies with the requirements of 15A
NCAC 2H 1.000 It
Signature
Date
40
r
14
Form SWU-101 Version 3 99
Page 4 of 4

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COASTAL SITE DESIGN
PO Box 4041
Wilmington NC 28406
Phone/Fax [phone]
December 17, 2004
z0+,0AA
Rhonda Hall
Environmental Engineer
N C Department of Environment
And Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re Stormwater Management Permit for
3 13 Greenville Avenue
City of Wilmington
New Hanover County
CS Project No 04-0010
Dear Ms Hall
Enclosed please End the following items for the referenced project
- original and one (1) copy of the completed Stormwater Management Permit Application,
JJq**XXft, and Infiltration Basin Supplement
- $420 00 application fee
- one (1) copy of the Stormwater Management Calculations
- two (2) copies of sheets I through 3 entitled "Sediment & Erosion and Control & Stormwater Management
Plan"
Stormwater on this project will be treated using one infiltration basin
We request NCDENR certification of compliance of this project with stormwater regulations Thank you for your
consideration of this request Please call if you require any additional information
Very trul yours
Howard Resnik, P E
Encl As noted above
cc Howard Penton
D , 17 '&,004
SW
�,�Yr• D �i as a