SW8060105_HISTORICAL FILE_20191030

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 O(oa I ©�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
ER -'HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMM DD

Burd, Tina J
From
Burd, Tina J
Sent
Wednesday, October 30, 2019 3 45 PM
To
bishopbeg57@gmail com, hannah@premieremanagementnc com
Subject
SW8 060105 - Brookstone Subdivision
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Transfer Application and $505 00 fee for the subject project on October 24, 2019 The project
has been assigned to Steve Pusey and you will be notified if additional information is needed
Best Regards,
Tina Burd
Administrative Associate It
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

Burd, Tina J
From Microsoft Outlook
To hannah@premieremanagementnc com
Sent Wednesday, October 30, 2019 3 45 PM
Subject Undeliverable SW8 060105 - Brookstone Subdivision
Delivery has failed to these recipients or groups-
hannahCa prgmieremanagementnc com (hannah(ftremieremanagementnc com)
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Burd, Tina J
From
Burd, Tina J
Sent
Wednesday, October 30, 2019 3 47 PM
To
hannah@premiermanagementnc cam
Subject
FW SW8 060105 - Brookstone Subdivision
From* Burd, Tina J
Sent Wednesday, October 30, 2019 3 45 PM
To, bishopbeg57@gmail cam, hannah@premieremanagementnc com
Subject SW8 060105 - Brookstone Subdivision
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Transfer Application and $505 00 fee for the subject project on October 24, 2019 The project
has been assigned to Steve Pusey and you will be notified if additional information is needed
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

(_ u� � = i� fair 1 r-Ki'►rc�y - �~rC�p 4
/- �+ Application Completeness Review Checklist
Protect Name _ �i2r`�S+' c3-�)c�� Date Delivered to WIRO -L-e) r 5
BIMS Received/Accepted Date Zb/S
Protect County/Location *BIMS Acknowledged Date CJ r_
f Rule(s) Y 12017 Coastal V 12DD8 Coastal
jPermit Action New / Major Mod / Minor Mod / Renewal
Permit Type HD / LD / D 0vera HD &LD Combo
General Permit / Offsite / Exempt / Rescission
SCM Type(s)
Development Type Commercial / R silent / Other
Subdivided') Subdivision or Single Lot
1 oastal Phase II Universal
ransfer **New Permit #
Z 5 W'1'--
go
ng Permit #
Offsite to SW8
1988 Coastal
cv 06-C) ro
Cert on File?
®Master PE Cert on File?
far New o ransfe Permits Permittee is Stream Class
Property Owner(s) ®Developer ®Lessee ®Purchaser HOA ®SA Map 1:30RW Map
Paperwork Emailed Engineer on
dsu lement(s) (1 original per BMP)
M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Epplication with correct/original signatures
L� orp or LLC Sig Auth per SoS or Signature Authorization letter or report
D" 505 (within 6mo) Check#(s) 00,F9 ®No Fee
Eloils Report w/SHWT or General Report
®Calculations (signed/sealed) pefay
Deed Restrictions, if subdivided : J
*"Signed & Notarized Template
®Email Address Design Engineer
®Email Address Property Owner
eed S
)Vswt�t.
®Email Address Lessee 1i P
®Lease Agreement
Email Address Purchaser
Purchase Agreement
❑Email Address Developer
uRecorded Covenants L_JEmail Address HOA Representative
®Recorded Plats 12_5__O�Vor more Lots Sold List
❑Project Narrative _ �Op�- w., Pph �Snl­ 0 F("'+m-- _ (_q17 _QA -�1' j' (
0USGS Map ? We (DA cF9 ca-
Plans
®2 Sets ❑Wetlands Delineated or No Wetlands
Vicinity Map Project Boundaries
Legend Layout (proposed BUA dimensions)
®DA Maps Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Existing Conditions Landscape Plan
®Grading ®PE Seal
REVIEWER NAME �/ NOTES TO REVIEWf�R nter BIMS Acknowledged Date on this Sheet
Jv,,.Ch,,klut
NEW Protects Enter New Permit # on
�c�-- � M�(� �ments & Deed Restiction Templates
G WQI11Reference Libra rylProcedureslCheckiistslComp8 03 13

nep
r

Brookstone BUA
tw
Owner
BUA MAX BUA Actual
Lot
Owner
BUA MAX BUA Actual
1
Morrison
2750SF
1672
30
McCauley
2750SF
2100
2
Callan
27506E
2236
31
Wright
2750SF
2440
3
Stewart
275CSF
1482
32
Proutx
27SOSF
2168
4
Macklin
27505E
2292
33
George
27505E
1492
5
}tall
2750SF
2467
34
Snyder
27505E
1556
6
Wright
2750SF
2577
35
Smith
27505E
14SO
7
Thomasen
27506E
2236
36
Godfrey
27505E
1772
8
Devaughn
275M
1843
37
Bridge
2750SF
1450
9
W1H LLC
275OF
vacant
38
Cantwell
2750SF
1880
10
Boyton
2750SF
1450
39
Bridge
2750SF
2560
11
Eckert
27505F
2560
40
Hill
27506E
1312
12
Stewart
2750SF
1772
41
Hunt
275MF
1600
13
Parkins
2750SF
1672
42
Gray
2750SF
2236
14
Stevenson
27505F
1400
43
Defrank
2750SF
2560
15
Sommers
27-SMF
2545
44
Johnson
2750SF
1184
16
8uchanan
275451'
2196
45
Stephens
2750SF
1550
17
Adams
275MF
1622
46
Janovetz
275MF
1772
18
Ritchie
2750SF
2332
47
Owens
2750SF
1450
19
Clouser
2750SF
1364
48
Bridge
27505F
1492
20
Heckendom
2750SF
1654
49
Brown
275MF
2400
21
Blevms
2750SF
1460
50
Gardner
275MF
1692
22
Hatcher
27505F
14"
51
Gaweda
27505E
2236
23
Shuprng
275W
1692
52
McKnight
2750SF
1420
24
Wildman
27505E
2169
53
Lennon
2750SF
1692
25
Ikner
27505E
1524
54
Jackson
27SOSF
2440
26
wJhfie
27505F
2020
55
Thaggard
2750SF
2236
27
Floyd
2750SF
1772
56
Nations
2750SF
1420
28
Lennon
2750SF
1492
57
Gray
2750SF
2030
29
Bigelow
2750SF
2560
58
Mylod
2750SF
2S60
O M
n
r� fq
v C393
Lot
Owner
BUA MAX BUA Actual
59
Daniels
2750SF
1658
60
lambs
27505F
1600
61
Poole
2750SF
1696
62
McDermott
275MF
2650
63
Wilson
27505E
2SW
64
Mosley
27505E
1414
65
Drake
2750SF
1688
66
Garvin
275MF
2236
67
Benya
2750SF
2600
68
Goncalez
27505E
1488
69
Twrble
27505F
2020
70
Harvey
2750SF
2400
71
Eckart
27505F
1644
72
Griffin
275MF
1556
73
Brown
27WSF
1624
74
Sames
275MF
1600
75
Clemmon
2750SF
1300
76
Rodhe
27505E
1420
77
Fronaak
2750SF
1556
78
Berard
2750SF
2573
79
Shope
275%F
2725
80
Stamszewski
2750SF
2700
81
games
27505F
1540
82
Ward
2750SF
1730

#V ( 200804h0000B
SOSID 1027867
Datc Fi td 2/0/2008 11 18 00 AM
Elainc F Marshall
North Carolina SLcrctar% or State
C200804600008
ARTICLES OF INCORPORATION
OF
BROOKSTONE PROPERTY OWNERS' ASSOCIATION, INC
In compliance with the requirements of Chapters 47F and 55A of the North Carolina
General Statutes, the undersigned, a natural person of full age, has this day executed these
Articles of Incorporation for the purpose of forming a non-profit corporation and hereby certifies
as follows
ARTICLE I
NAME
The name of the corporation is BROOKSTONE PROPERTY OWNERS'
ASSOCIATION, INC (hereinafter the "Association")
ARTICLE lI
REGISTERED OFFICE AND INITIAL AGENT; PRINCIPAL_ OFFICE
The registered office of the Association is located at 1900 Eastwood Road, Suite 11,
Wilmington, New Hanover County, North Carolina 28403 The name of the initial registered
agent at such address is William J Bland.
The initial principal office of the Association is located at 1900 Eastwood Road, Suite 11,
Wilmington, North Carolina 28403 The location of the registered and the principal offices of
the Corporation may be changed by a majority vote of the Board of Directors Meetings of
Members and Directors shall be held at such places within Brunswick County, North Carolina, as
may be designated by the Board of Directors
ARTICLE III
PURPOSE AND POWERS OF THE ASSOCIATION
The Association does not contemplate a pecuniary gain or profit to the Members thereof
The specific purposes for which the Association is formed are to own and maintain the Common
Elements (as that term is defined in that certain Declaration of Covenants, Conditions and
Restrictions for Brookstone Subdivision, to be recorded in the Brunswick County Registry, as
from time to time amended, said document, together with all amendments thereto, if any, being
hereinafter referred to as the "Declaration") within the subdivision known as BROOKSTONE
(hereinafter the "Subdivision"), and for these purposes, to
(a) exercise all powers and privileges and to perform all of the duties and obligations
of the Association as set forth in the Declaration, the Bylaws of the Association, and the North
Carolina Planned Community Act, N C G S Chapter 47F (hereinafter the "Act"), and
(b) have and exercise any and all powers, rights and privileges whiycb, Mffawo
organized under the Non -Profit Corporation Act of the State of North Carol Of by�la
or hereafter have or exercise GCT 2 4 2N9

C200004 00008
ARTICLE IV
FINANCE
The Association is a non -stock corporation and no part of the profits, if any, of the
Association shall inure to the pecuniary benefit of its Members or any of them, or to any other
person
ARTICLE V
MEMBERSHIP AND VOTING RIGHTS
Every person or entity who is a record owner of a fee or undivided fee interest in any Lot
which is subject by the Declaration to assessment by the Association, including contract sellers,
shall be a member of the Association The foregoing is not intended to include persons or
entities who hold an interest merely as security for the performance of an obligation
Membership shall be appurtenant to and may not be separated from ownership of any Lot which
is subject to assessment by the Association
The voting rights of the Members shall be provided in the Declaration and Bylaws of the
Association
ARTICLE VI
MANAGEMENT OF THE ASSOCIATION
The affairs of the Association shall be managed by an initial Board of two (2) Directors
The persons who are to act in the capacity of Directors until the selection of their successor(s)
are
Name
Address
John R Lancaster 1900 Eastwood Road, Suite l l
Wilmington, NC 28403
William J Bland 1900 Eastwood Road, Suite 11
Wilmington, NC 28411
The election or appointment of Directors of the Association shah !ei�fi�
Bylaws of the Association
OCT 2 11 200
ARTICLE VII BY.
DISSOLUTION
The Association may be dissolved only upon the signed written assent of Members
entitled to at least 80% of the votes of the entire membership Upon dissolution, other than
incident to a merger or consolidation, the assets of the Association shall be dedicated to an

C'200R04600008
appropriate public agency to be used for purposes similar to those for which the Association was
created In the event that such dedication is not accepted, such assets shall be granted, conveyed
and assigned to any non-profit corporation, association, trust or other orgamzation devoted to
similar purposes Notwithstanding anything herein to the contrary, the Common Elements shall
be preserved to the perpetual benefit of the owners of Lots within the subdivision and shall not
be conveyed except to Brunswick County, or other governmental entity, or to another non-profit
corporation organized for similar purposes
ARTICLE VIII
DURATION
The period of existence of the Association is perpetual
ARTICLE IX
AMENDMENTS
Amendment of these Articles shall require the assent of Members entitled to at least
eighty percent (80%) of votes of the entire membership
ARTICLE X
INCORPORATOR
The name and address of the incorporator is as follows
R Jay Short, Jr
Fletcher, Ray & Satterfield, LLP
131 Racine Drive, Suite 201
Wilmington, NC 28403
IN WITH IS WHEREOF, 1, the undersigned incorporator, have hereunto set my hand
and seal, this the day of February, 2008 __Zie 0, (SEAL)
R Ja hart , Incorporat
CE90VE
GCT 2 11 2019
BY

c :aoxna6000Ox
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, 1ri Wu i , a Notary Public for said County and State,
do hereby certify that R. Jay Short, Jr. personally appeared before me this day and
acknowledged the due execution of the foregoing instrument
WITNESS my hand and official stamp or seal, this the 12, day of February, 2008
My commission expires
AFFIX SEAL
q�25�2ot2
9.1M C 0
` 0.•.
A% • • •�
NOTARY
it * � � •w
• PUBUC
Z�• : ci:
A N 0V E����`��
��it]1111ti1j1�
E %1 ]l143\BmksUm SubdtnswnlAntcles of lncotW&Iion HOA doc
AW (A(�
Notary Public
j'E C E 0V El f"I
CCT 21t 200
BY

-- 4
- File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List - View Filings - Print a Pre -Populated Annual Report form - Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
REO Funding Solutions III, LLC
Information
Sosld: 1325787
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed- 7/1 /2013
State of incorporation:
GA
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417
Malting
4600 Wells Fargo Center, 90 South 7th St
Minneapolis, MN 55402
Company Officials
ECERVE R
OCT 2 11 20i9
BY
Principal Office
4600 Wells Fargo Center, 90 South 7th St
Minneapolis, MN 55402
All LLCs are managed by their managers pursuant to N C G S 57D-3-20
Manager
Castlelake II GP, L P
4600 Wells Fargo Center 90 South 7th St
Minneapolis MN 55402

nqr�0` LIMITED LIABILITY COMPANY ANNUAL REPORT
r
1 N2417J
NAME OF LIMITED LIABILITY COMPANY REO Funding Solutions III, LLC
SECRETARY OF STATE ID NUMBER 1325787
REPORT FOR THE CALENDAR YEAR 2019
SECTION A. REGISTERED AGENT'S INFORMATION
STATE OF FORMATION GA
1 NAME OF REGISTERED AGENT CT Coreoration System
2 SIGNATURE OF THE NEW REGISTERED AGENT
3 REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
E - Filed Annual Report
1325787
CA201904700687
2/16/2019 06 08
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4 REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B PRINCIPAL, OFFICE INFORMATION
1 DESCRIPTION OF NATURE OF BUSINESS Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER [phone] 3 PRINCIPAL OFFICE EMAIL Privacy Redaction
4 PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5 PRINCIPAL OFFICE MAILING ADDRESS
4600 Wells Fargo Center, 90 South 7th St 4600 Wells Fargo Center, 90 South 7th St
Minneapolis, MN 55402 Minneapolis, MN 55402
6 Select one of the following if applicable (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business , ' E, 0 V E '
SECTION C gOMPANY OFFICIALS (Enter additional company officials in Section E) OCT 2 it Z i9
NAME Castlelake II GP, L.P NAME NAME BY:
TITLE Manager TITLE TITLE
ADDRESS 4600 Wells Fargo Center ADDRESS ADDRESS
90 South 7th St
Minneapolis, MN 55402
SECTION D CERTlEIrAIIQN QF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity
Castlelake II GP, L.P., by Kelly Lettmann POA 2/16/2019
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form
Castlelake II GP, L.P., by Kelly Lettmann POA Manager
Print or Typo Namo of Company Oflidal Print or Typo Title of Company Official
This Annual Report has been filed electronically
MAIL TO Secretary of State Business Registration Division Post Office Box 29525 Raleigh NC 2762"525

STATE OF GEORGIA
Secretarti of State
Corporations Division
31.3 west Tower
02 Martin Luther King, Jr Dr
Atlanta, Georgia 30334-1330
CONTROL NUMBER
DATE INC/AUTH/FILED
JURISDICTION
PRINT DATE
CERTIFICATE OF EXISTENCE
12018347
Febniary 28, 2012
Georgia
6/12/201352341PM
I, Bnan P Kemp, the Secretary of State of the State of Georgia, do hereby certify under the seal of
my office that
REO FUNDING SOLUTIONS III, LLC
A Domestic Limited Liability Company
was formed in the jurisdiction stated above or was authorized to transact business in Georgia on
the above date Said entity is in compliance with the applicable filing and annual registration
provisions of Title 14 of the Official Code of Georgia Annotated and has not filed articles of
dissolution, certificate of cancellation or any other similar document with the office of the
Secretary of State.
This certificate relates only to the legal existence of the above -named entity as of the date issued
It does not certify whether or not a notice of intent to dissolve, an application for withdrawal, a
statement of commencement of winding up or any other similar document has been filed or is
pending with the Secretary of State
This certificate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is
prima -facie evidence that said entity is in existence or is authorized to transact business in this
state
G
60p
77b
Tracking #1 WWII
3 r
7 • lValwo
r+ ,
Brian P Kemp
Secretary of State
-` C778VE
GC i 2 li 2019 �
BY-

SOSID 1325787
Date Filed 7/1/2013 10 12 00 AM
Elaine F Marsholl
,North Carolina Secretary ofStatc
Mate of Nortb Carolina
Department of the Secretary of State
APPLIICA71ON FOR CERTIFICATE OF AUTHORITY
FOR LII4IIM LL481 UTY COMPANY
Pmtrsuant to 137G7-04 of do Cieaeral Stet ft ofNorth Caroihm, the undersigned limited liability company hereby applies for a
Certificate of Authority to tmnsaot business In the State of North Carolina, and for that purpose pubmitt the Mlowhtg.
1 The name of the limited Ilablllty company is REO Pundim Soludom III, LLC
and if the limited liability company name is unavailable fbr use in the State of North Carallna, the name the limited
!lability company wishes to use is
2. The state or country under whose taws the limited liability company was formed is Gwr9h
3 Time date of fbmration was 2=12 : its period of duration Is: perpetual
4 Principal office Infommation: (Select either a or b)
a. ® The limited liability company has a principal office.
The street address and county of the principal office of the limited Iiability oompany Is.
Number and Street 46M Wells Fargo Center, 90 South seventh Street
City, State, Zip Colo Mhnmeapofis, bile SS442 w County Hoar in
The mailing address, {r'd fj'emat Jhom d w ebw addreat, of Bee prinoipal office of the oorp mhon is:
b, ❑ The limited liability company does not have a principal office
S The street address and county of the registered office In the State ofNorth Carolina Is
Number and Street ISO Payettevi Ile Street, Box 1011
City, State, Zip Code Ralelah, North Carolina 27601 County Wake
6. The mellina address, (f df'erenrMm the ab sN addrm of the registered office In the State of North Carolina to
7. The tame of the registered agent in the State of Not Carolina 13.
C T Coepindon System
Pl--CLEIVE
CCi 211 20,9
�Y
CORPORATIONS DrASION P 0 Box 29622 RALBiOH, NC 27&W-06=
(Revised Januwy 2W2)
ww 1mviaarerarrmomw
(Form L-0)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8 The names, titles, and usual business addresses of the a wcat manof the limited MMUty compoW are:
(are anachorenr j('neor imy)
TPO Credit Strategies II OP, L.P
4600 Wells Fargo Ct4 90 8, 71h St., Minneapolls, WIN 55402
9 Attached Is a ondfloate of existence (or document of similar Import), duly authenticated by the searatery of state or other official
Wins custody of Mmited liabllit)► company reowds in the state or country of fbrmaticn
10. If the lindW Why Company Is required to use a fictitious name In order to transact business in this State, a copy of the
resolution of its managers adopting the fictidoua nmw is 9WAN&
11. This application will be cflwd" upon fllln& unless a delayed date and/or time Is specified
Tile the 121h day of June . 2013
OCT 2 it 20A
REO Funding Solutions I - C
By. TPG Credlt Strategies II GP, LP
Its Managing Member
By: TPG Credit Holdings, LLC
Its General Partner
By Credit Opportunitles Partners, LLC
Its naging bar
*r8jv,ry Neill
Its ManaAlng Member
Notes:
I Suing fee is S250 Thla document must be filed with the Secretary of Stlste.
CORPORATIONS DIVISION P O BOX 29622
(RevU*d Janumy 2002)
"M roawMeTe"Mowr
RALBIOH, NC 276264622
(Form 1,09)

"Aid Lie 014 1 bu C*(% AV$ r" 42$ilrsi ent ao
vro>t,ram taxse, frs2, ao"soments or other
liana which the Brunswick County Tax
Oj, lloctor Is charged with foati 1 Man a
ftn on Parcel Number Z
me notatmi by the Brunswick County
Amessor's Office This Is not a oerllfEoz4on
1%01t the pat+ca! number motehes the doad
lff illllf! Ill�f f !1!!Il1��11 lflllll! a�" 03 07 2
�
!12�05 0 m ons pR
Brunswick ounty, egister of Deeds page t of 5
' �ypt_
r1fsv _ Int �� _
I,c. IIno _ _ - Cash
-, OrO ions of document are dlagVn t, ,_ e,,,r.dition
0 ri inm it rontain ., seals it
Instrument that cannot be 1 �, j , opted
QUITCLAIM DEEDEECIVEVI
OCT 2 It 2013 i
Excise Tax $0 00 j
Parcel identifier No
Verified by
by
See Exhibit BB
County on the day of �20
Mail after recording to Grantee
This instrument was prepared by Alexander Ricks PLLC, 4601 Park Road, Suite 580, Charlotte, NC 28209
Brief Description for the Common Elements -- Plat Book 45, Pages 79-81 and
Index Plat Book 56, Pages 4142
I HIS QUITCLAIM DEED made this day of
GRANTOR
REO FUNDING SOLUTIONS III, LLC,
a Georgia limited liability company
4600 Wells Fargo Center
90 South Seventh Street
Minneapolis, MN 55402
2018, by and between
GRANTEE
BROOKSTONE PROPERTY OWNERS'
ASSOCIATION, INC.,
a North Carolina non-profit corporation
P O Box 12051
Wilmington, NC 28405
Enter in appropriate block for each party name, address, and, if appropriate, character of a ntity, e g corporation or partnership
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
W1TNF.SSF.TH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does remise, release and quitclaim unto the Grantee all its
right, title and interest in and to that certain lot or parcel of land situated in Brunswick County, North
Carolina and more particularly described as follows (the "Property")
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE.
00276-026/00111022

JillIIIIIII111[1JIIIIII111111111I111 j%P12061 05 Q51PROP
Brunswick ounty, H Register of Deeds page 2 of S
'The Property was acquired by Grantor by Instruments recorded in Book 3383, Page 1201.
All or a portion of the Property herein conveyed does not include the primary residence of a Grantor
TO HAVE AND TO HOLD the aforesaid lot or parcel of land unto Grantee, its successors and assigns
forever, together with any and all buildings, improvements, rights, liberties, privileges, hereditaments and
appurtenances thereunto belonging, in fee simple.
This conveyance is made pursuant to that certain Declaration of Covenants, Conditions and Restrictions for
Brookstone Subdivision recorded February 22, 2008 in Book 2745, Page 1030, Brunswick County Registry
(as amended, supplemented or otherwise modified from time to time, the "Declaration")
This conveyance is made by the undersigned Grantor as the "Declarant" under the Declaration by virtue of
(i) that certain Deed in Lieu of Foreclosure by RJ Land Group, LLC in favor of First Troy SPE, LLC,
recorded in Book 3113, Page 757, Brunswick County Registry, and (n) that certain Assignment of Declarant
Rights from First Troy SPE, LLC to Grantor recorded in Book 3383, Page 1205, Brunswick County
Registry
The Property henceforth shall be deemed part of the Common Elements, as defined in the Declaration and as
governed thereby
GRANTOR MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO TITLE OF THE PARCEL
OF LAND CONVEYED HEREUNDER.
The Property is conveyed on an "AS 1S, WHERE 1S" condition and basis
Grantee hereby accepts the condition of the Property AS IS, WHERE IS, with all faults.
[SIGNATURE AND ACKNOWLEDGEMENT TO APPEAR ON FOLLOWING PAGE]
t `\ lam. C C. F MD E 4�
CCT 2 1, 20'D S
Iiy
00276-026/00111022
2

IN WITNESS WHEREOF, the Grantor has caused this instrument to be signed the day and year first
above written
GRANTOR
REO FUNDING SOLUTIONS Ill, LLC,
a Georgia limited liability company
By ( , 1�'.P' k' a
Name V "Ne-Weff
Title Vice Presicelit
S I A I'E OF MiNNESOTA
COUNTY OF HENNEPIN
I�I1I1lIIII Illfl111 � I III ��ill�� 04051 P1207 103_06_061000
Brunowlek Couny, �C a is Brenda M Ciemmens PROP
g ter of Deeds Page 3 of S
Rjt4k. the undersigned Notary Public in and foi the County and State aforesaid, do hereby certify that
personally known to ine, personally came before me this day and
ackn wledged that she/he is the Vice Picsident of REO FUNDING SOLUTIONS 111, LLC, and that she/he,
as Vice President, being authorized to do so, voluntarily executed the foregoing on behalf of REO
FUND NG SOLUTIONS 111, LLC for the purposes stated therein
WITNESS my hand and official seal or stamp this
Name :&Kli Shf!Eh
My Commission Expires
[OFFICIAL SEAL/STAMP]
10k$srati E Sllpek
#.1;01
I� lion F,�he� Jmwery �� PO7.t
00276426J001 l i 022
day of / )-<�, 2018
Notary Public
Print Notary
BY

8
20 07 06 1
CCCC MR12A ,3 Os-m6 000
ounty, NC Register of Deeds mmeo PROP
Brunswlok
p+�ge 4 of S
EXHIBIT A
Legal Description
BEING all of those certain lots, pieces or parcels of land lying, situate and being in Brunswick
County, North Carolina and being known, numbered and designated as follows
"Common Element for Private Use 10 32+/- Ac "
"Common Element for Private Use 10 77 Ac (Phase I)"
"New Pump Station"
"10' x 70' Sight Triangle"
"Non -Vehicular Access Buffer"
"Common Element for Private Use (Not Within Wetlands) (Opcn Space) 10 03 Ac "
"Common Element for Private Use 0 18 ac (Within Wetlands) (Open Space)"
"Common Element for Private Use 1 1 04 Ac (Not Within Wetlands) (Open Space)"
"Common Element for Private Use. 3 31 Ac (Within Wetlands) (Open Space)"
"Common Element for Private Use 10 56 Ac (Not Within Wetlands)"
"Common Element for Private Use (Within Wetlands)"
"Common Element 10 07 Ac Non- Vehicular Access Buffer"
"10' x 70' Sight Triangle"
ALL AS SHOWN on that certain plat entitled "PHASE I BROOKSI ONE SUBDIVISION"
which said plat is duly recorded in the Register of Deeds Office of Brunswick County, North
Carolina, in Plat Book 45 at Pages 79-81
AND BEING all of those certain lots, pieces or parcels of land lying, situate and being in
Brunswick County, North Carolina and being known, numbered and designated as follows
"Common Element for Private Use 2 74 +/- Ac (Phase II)"
"Common Element for Private Use 0 99+/- Ac (Phase II)"
ALL AS SHOWN on that certain plat entitled "BROOKSTONE SUBDIVISION PHASE I1"
which said plat is duly recorded in the Register of Deeds Office of Brunswick County, North
Carolina, in Plat Book 56 at Pages 41-42
GL. T 2 11 2€0 a3 j
BY
00276-026/00111022
Exhibit A - Page 1

11111111!M°3_06_@6'000t3runswick County, ter rends 17 ClemMons PROP
of peals page B of s
EXHIBIT B
Parcel IDs and PINS
Legal Description (See Exhibit A Above)
Parcel ID
PIN
"Common Element for Private Use 0 32+/- Ac "
201K-D-001-01
203819703543
"Common Element for Private Use 0 77 Ac (Phase 0"
201K-D-001-02
203819700830
"New Pump Station"
"10' x 70' Sight Triangles"
201K-D-001-03
203820706859
"Non -Vehicular Access Buffer"
"Common Element for Private Use (Not Within Wetlands) (Open Space) 10 03 Ac "
"Common Element for Private Use 10 18 ac (Within Wetlands) (Open Space)"
"Common Element for Private Use 1 04 Ac (Not Within Wetlands) (Open Space)"
"Common Element for Private Use j 3 31 Ac (Within Wetlands) (Open Space)"
"Common Element for Private Use 10 56 Ac (Not Within Wetlands)"
"Common Element for Private Use Within Wetlands)"
"Common Element 10 07 Ac Non- Vehu.ular Access Buffer"
20l K-D-001-04
203820706198
"10' x 70' Sight Triangle'
"Common Flement for Private Use 12 74 +/- Ac (Phase 11)"
201 K-E-001-01
203820716130
"Common Element for Private Use 10 99+/- Ac Phase 1I "
201K-E-001-02
203819700830
GOT 2 1I 20,E Lil
BY.
00276-026/00111022
Exhibit B - Page 1

krj ILI jj!
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Ammar' 01toe rills to not si
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IQ
Excise Tax SO 00
9etiim , 1r � G- T p
iSes
yfoist Rev _ In
kS _CktIC1L`7`_ Cash$
Refund _ Cash S_ _Finance
to rodions ai document are illegible due to condition
o' original
0 Document contains Beals venfied by original
Instrument that cannot be reproduced or copied
NON -WARRANTY DEED
PancelldentifierNos 201FA00LO1,201FA00102.201FA00103
Venfied by County on the
by
day of 20
Mail after recording to Grantor
This mstrument was prepared by Alexander Ricks PLLC, 4601 Park Road, Suite 580, Charlotte, NC 28209
Bnef Description for the Common Elements / Wetlands — PB 95, PG 41-43
Index
THIS QUITCLAIM DEED made this 02�6 day of December, 2018, by and between
' :"411IC17.1
REO FUNDING SOLUTIONS III, LLC,
a Georgia limited liability company
4600 Weiss Fargo Center
90 South Seventh Street
Minneapolis, MN 55402
GRANTEE
BROOKSTONE PROPERTY OWNERS'
ASSOCIATION, INC.,
a Notch Carolina non-profit corporation
P O Box 12051
Wilmington, NC 28405
Enter in appropriate block for each party name, address, and, if approprtate, character of entity, a g, cetporation or pertrienWp
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
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does remise, release and quitclaim unto the Grantee all its
right, title and interest in and to that certain lot or parcel of land situated in Brunswick County, North
Carolina and more particularly described as follows (the "Egy')
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE
00276-026MIS0511
_..EFECLam.. IW E. ..
GOT 2 fl 20 i-
BY'

Il�lillfllllilllllilflfill�ll11�.;,20
24 '�
The Property was acquired by Grantor by instruments recorded in Rook 3393, Page 1201.
A map showing the Property is recorded in Plat Book 95, Pages 41-43
All or a portion of the Property herein conveyed does nof include the primary residence of a Grantor
TO HAVE AND TO HOLD the aforesaid lot or parcel of land unto Grantee, its successors and assigns
forever, together with any and all buildings, improvements, rights, liberties, privileges, hereditaments and
appurtenances thereunto belonging, in fee simple
This conveyance is made pursuant to that certain Declaration of Covenants, Conditions and Restrictions for
Brookstone Subdivision recorded February 22, 2008 in Book 2745, Page 1030, Brunswick County Registry
(as amended, supplemented or otherwise modified from time to time, the "Dec h ")
'Phis conveyance is made by the undersigned Grantor as the "Declarant" under the Declaration by virtue of
(i) that certain Deed in Lieu of Foreclosure by RJ Land Group, LLC in favor of Ftrst Troy SPE, LLC,
recorded in Book 3113, Page 757, Brunswick County Registry, and (n) that certain Assignment of Declarant
Rights from First Troy SPE, LLC to Grantor recorded in Book 3383, Page 1205, Brunswick County
Registry
The Property henceforth shall be deemed part of the Common Elements, as defined in the Declaration and as
governed thereby
GRANTOR MAKES NO WARRANTY, EXPRESS OR IMPLIED, AS TO TITLE OF THE PARCEL
OF LAND CONVEYED HEREUNDER.
The Property is conveyed on an "AS IS, WHERE IS" condition and basis
Grantee hereby accepts the condition of the Property AS IS, WHERE IS, with all faults.
[SIGNATURE AND ACKNOWLEDGEMENT TO APPEAR ON FOLLOWING PAGE[
0027"26=1$0511
4.
GCT 21j 20;9
BY

-2019
. PROP
Ott .3 .4, 4
IN WITNESS WHEREOF, the Grantor has caused this Instrument to be signed the day and year first
above written
REO FUNDING SOLUTIONS III, LLC,
a Georgia limited liability company
V!% By r V
Name
Title
STATE OF MINNESOTA
COUNTY OF HENNEPIN
I, the undersigned Notary Public in and for the County and State aforesaid, do hereby certify that
10A"i s j�;yp.lre %A- personally known to me, personally came before me this day and
acknowledged that she/he is the Vice President of REO FUNDING SOLUTIONS III, LLC, and that she/he,
as Vice President, being authorized to do so, voluntarily executed the foregoing on behalf of REO
FUNDING SOLUTIONS III, LLC for the purposes stated therein
WITNESS my hand and official seal or stamp this g4!� day of .jQr-curtbrr , 2018
eA
O% Public
Print Notary
Na
Myme ommission Expires AIM KIMBERLY M ISOM•FICEK
[OFFICIAL SEAL./STAMP] �g M
00276-026000511
�0EIVE
CHIT 2 4 20a9 I
ICY:

ll♦<IIII �I� III I{I llll� It ll�l�I�l ��Ir MF 4 PROP
Legal Description
BEING all of those certain lots, pieces or parcels of land lying, situate and being in Brunswick
County, North Carolina and being known, numbered and designated as follows
"404 Wetlands 12 31 Acres"
"404 Wetlands 10 81 Ac "
"Common Element For Private Use 139,864 S. F "
"Common Element For Private Use 181,681 S F "
ALL AS SHOWN on that certain plat entitled "BROOKSTONE SUBDIVISION PHASE III
(LOTS 18-65y' which said plat is duly recorded in the Register of Deeds Office of Brunswick
County, North Carolina, in Plat Book 95 at Pages 4143
00176-a2WI SOS I I
ECEI VE
i�Y:

(�.11Z G, ,, Alm OCED
3r4p�? yoiY
_mow —an
ciul 2 d: 20D
BY:
201faOO103 X 0,
�40114no0104
��ar,...+so.,c-a-�-.�.,.r �-.rs-_�..rsa-•. •.s=;nwr �—��-T--ter-�. u.r-.r-M....-. _..__ .� - .,. �., ._. .. ,.. .- .. -.. .-. __ _-. ..- .-

NORRIS & TUNSTALL
CONSULTING ENGINEERS P.C.
J Phillip Norris, P E
John S Tunstall, P E
T Jason Clark, P E
Thomas J ScheeM E I
1900 Eastwood Road, Suite 11 • Wilmington, NC 28403-7206 & Phone [phone] * Fax [phone]
1429 Ash Little River Road NW + Ash, NC 28420-1715 • Phone [phone] • Fax [phone]
LETTER OF TRANSMITTAL
TO Scott Varn
Diversified Property
1132 Biakeway Street
Charleston SC 29492
Date August 19, 2019
Sub ect
�� Brookstone Subdivision
Job No
19034
WE ARE SENDING YOU VIA Us Mail
® ATTACHED ❑ UNDER SEPARATE COVER
❑ SHOP DRAWINGS ❑ PRINTS ❑ CERTIFICATION
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑
FAX TRANSMITTAL: NUMBER OF PAGES
INCLUDING THIS TRANSMITTAL
Call 910-343-9653 If you have any difficulty
receiving this message
COPIES
DATE
NO
DESCRIPTION
08-19-19
Original Sealed Designer's Certification SW8 060105
rT')l.
4
❑ AS REQUESTED
® FOR YOUR USE
❑ FOR REVIEW AND COMMENT
❑ FOR BIDS DUE
REMARKS The original is being forwarded to for the DEQ stormwater submittal package
CC
❑ FOR APPROVAL
❑ YOUR PRINTS LOANED TO US
SIGNED For J Phillip Norris, P E Attw
CONFIDENTIAL AND PRIVILEGED Information contained in this document is privileged and confidential intended for the sole use of the addressee
If you are not the addressee or the person responsible for delivering it to the addressee you are hereby notified that any dissemination, distribution or
copying of this document is strictly prohibited If you have received this document in error please immediately notify the sender and return to the
address above

r
! i
• Upload a PDF Filing • Order a Document Online • Add Entity to My Email Notification List - View Filings
Non -Profit Corporation
Legal Name
BROOKSTONE PROPERTY OWNERS' ASSOCIATION, INC
Information
Sosld: 1027867
Status: Current -Active
Annual Report Status. Not Applicable
Citizenship: Domestic
Date Formed: 2/15/2008
Registered Agent: Jarrett, Paul Derek
Addresses
Principal Office Reg Office Reg Mailing
1985 Eastwood Road Ste 202 1985 Eastwood Road Ste 202 P 0 Box 12051
Wilmington, NC 28403 Wilmington, NC 28403 Wilmington, NC 28405
Malting
P 0 Box 12051
Wilmington, NC 28405
MCL= +E9' r=.4
OCT 2 4 2019
13Y

SOS1D• 1027867
Date Filed 2/26/2019 4.08 00 PNI
Elaine F Marshall
North Carolina Secretary of State
L_ C2019 043 01112
STATE OF NORTH CAROLINA
WARTMENT OF THE SECRETARY OF
STATE
DESIGNATION AND/OR STATEMENT OF CHANGE OF REGISTERED OMCE,
REGISTERED AGENT NAME OR PRINCIPAL OFFICE
Punuant to WD-31, 155-1-22(261 ¢SSA-16-23(b),157D-1.22(29), of the Owners) Statutes of North Carolina, the
undersigned entity submits the foilavriq ibr the putpasa of changing Ito registered office address, regletened agent name. wWor
Principal office addresses for the State of North Carolina
INFORMATION CURRENTLY ON RLE
I The exact a ame of the entity as fated on the business registry is Brookstone Property Owners Association, Inc
Entity Type Domestic Corporation, OForeign Co rulon, Nonprofit Corporation
Lj Domeado Limited Liability Compury, C]Poreign mated Liability Company ;
2. (Check only if appliceble The registered agent name and/or address is not currently on role with the Secretary of State
3. (Check only if appiicable�The principal office address is not currently on file with the Sexalwy of Slate.
Registered AVmt Infonaatlon (complete ft nctlon (f there is a reglarered argent rains and addreu on file with the Seereta y of
Swe)
4 ilia nine of the current registered agent is William l Bland
S The street address end County of the entity's ragisWW agent office address currently on file to
i
Number and gam, C/o Premler Management Campany,1213 Culbreth Drive
City VWWngton State: Nuip 28403 County New Hanover
The nwiing address (f d f ffenarrJhm the tt+rd addrru of the regiUaW went office address currently win file is
Number and Street or PO Box. PO Box 12061 _
City Wilmington Sub lc zip 28405 County. New Hanover
Principal OMC* Information (ewnplek this salon only f f dears Is a principal a fcx on file with the Secretary of State)
6 The tercet address and county of the a rmty's principal office adAm currently on file is-
Numba gad Strut C/o Premler Management Company,1213 Culbreth Drive
City. Wilmington State% N_,, ip 28405 Counly New Hanover
The snarling address (f Offem a from the street address of the principal office address currently an file is
Number and Strut or PO Box PO Box 12051
CHy Wilmington swe N,wgiA' 28406 100e131ty New Hanover
`EC��"0VE ,
BUSINESS REGISTRATION DIVISION PO Box 29621 OC"T2 �` Re h, NC 27626-M2
(Revised 1uk 2017) (Form SE-17)
By

NEW w ORMATIONN
Rtglstereil Agent Information (eoraplso thl mcdon ifthe mgWered ggent noon and ad&ws is being cheangedon the busbwy
rii&7)
The street address and county of the entity's new regimred ngeat office address is '
Number and Street: 1965 Eastwood Road Ste 202 ;
Chy. Wilmington State bE Zip. 28403 CWy Nbw Hanover
2 The matting address (f ifferaatr from thesnrrt 4ddMn of the new regrstaed agent office address is
Number and Street or PO Box: PO Box 12051
City. Wilmington , ^ - —Syte HC Zip 28405 Cry New Hanover
3 The new of the new registered agent and the new agent's consent to appoin low
Pal a" Jarrett
ar n! aloe of ew J1ere 1 fens r5fgnaW & 71118
4 The address ofthe entity's registered office and the address of the business office ofits registered agent, as changed, is the
same location
Prindpal Offlae Iafermaties (complete this section on(v (f dwo a is aprinclpal ogee on fie with the Seerelary of&We)
The street address and county otthe new pAWpal office address
Number and Street: 1985 Eastwood Road Ste 202
City Wilmington Stara. NC Zlp 28403 County Now Hanover
The mailing address (f Weriaw fyalre the sftW addms of the new principal office address
Number and Street or PO Box PO Box 12051
City Wilmington gam. Nip 28406 County New Hanover
7. This statement will be eff'scttre upon filing, unless is date and/or time is specified
This dleA dayofJanuary 2p19 V ,p ;y aim LU*W wl
_EMlryNanle I "YrX
e. ' i'"" p,...r.. ninon
Jacqueline Mancher
o ,rr acne 7tr e
Noto: tiling too h $10.00. This document must be tiled with the NC Secretary of sax `� U 0 E 1
•rmtaad etsisaft heM the new reaidend agent may sin a reparate writien ooeaeut to the app IRUM must bo aseeludat�so�l thin inapt
$& upon mission bt filing U L I & 4 Ltd ij
BUSINESS REGISTRATION DIVISION PO Box 29622 8Y � "ale h—, K 27626-0622
(Revised July, 2017) (Form SE-17)

NCDEQIWIRO
Land Quality Sedan
127 Cardinal Drwe Extension
Wilmington, NC 28405
CL
w 5
u S, POSTAGE>) RTPSY DYNES
ZIP 28405 $ 000.500
02 IVY
0001399346 MAY 01 2019
i Received
Brian Shugart MAY 0 6 2019
REO Funding Solutions 111, LLc Flyan pTS ATL
P O Box 56607
Atlanta, GA 30343
30343SO60"" i 006 d/fill y nMll-Iftl'►'l//I 111 di lll,Ir,l►Ilp)Ir►p,►

At '
\orth Carolina Department of Fnvironmental Quality
Division of Energy Mineral and I and RL%ourLLS
127 Cardinal Drive I'xtcnsion Wilmington, \C 28405 [phone]
County Brunswick Proaect 13rookstone, S/D River basin Lumber Received
PLrson 11nanCROIN responsible Kf_O Funding Solutions III 1 LC Arian Shugart Project # BRLNS-2006-200 fl
Address PO Box 56607, Atlanta, (rA 30343 MAY 0 6 2019
1 Protect Location ' 1Un5et I{drbar lid , Sunset Harbor Ryan PTS ATL
Pictures No
2 Weather and soil conditions Sunny and workable Initial inspection \o
3 Is site Lurrently under notice of vtola1wn9 \o
4 Is the site in compliance with S P C A and rules \o If no, check violations beloA
5 Violations
✓ d 1 allure to pro%ide adequate growidco; er G S 113A-57(3) and 1 �A NC'AC 413 0107(b)
✓ c. Insufficaent measures to retain sediment on sue., G S 113A-5 7(3)
✓ f ['ailurc. to tdkL all reasonablL measures, I SA \CAC 413 0105
✓ 1 I allure to maintain erosion control measures, 15 \CAC 413 0113
✓ n I'atlurt to provide ground stabilisation, N(.Cr 010000 Sec 11, 13 2
6 Is the site in compliance with the MIDI, S Permit" \o
Describe
7 1Los sedimentation damage otcurred sin Le last inspection" No If Yes where (check all that apply)
Degree ofdarnage
8 Contact made with (name) done 'title
Inspection report Sent Report Date giscn/scat April 30 2019
Correcti,,e action needed
Install erosion and sediment control devices sufficiersl to retain sediment on the tract
2 lake all reasonable measures to prevent sedimentation damage to adjacent properties
3 Install adequate drop inlet protection as shown on the approved plan
4 Maintain all sedimentation and erosion control measures as specified in the approved plan and as
required to prevent sedimentation damage
5 Provide, adequate, temporary or permanent ground cover on areas where land -disturbing actin rty
has ceased in 7 or 14 days according to NC6 010000 permit conditions
10 Comments Sediment present in the Streets and gutters leading to drop inlets A numbt.r of drop inlets do
not have any protcc lion on them Portalets must be out of the street and a minimum of 50'
away from any stormwater inlet Heavy amount of sediment has entered the basin at the end
of Old Charleston Dr and must be removed I allure to resolve these issues prior to the next
inspection will result in enforcement action

North Carohna Department of Environmental Quality
Division of 1-nergy, Mineral and Land Resources
nal Drive Extension Wilm igt r5t� ( 2K40r, [phone]

INCUMBENCY CERTIFICATE
of
RE0 FUNDING SOLUTIONS III, LLC
the undersigned, being the Managing Member of RI-1-0 Funding Solutions III, LLC (the
"Company") hereby certify as follows
The following named individuals, ate duly elected, qualified and acting officers of the
Company and hold the office set forth opposite their name and such persons have the authority to
execute and furnish any and all documents on the Company's behalf
Name
Office
Peter Glerum
President
Rory O'Neill
Chief Executive Officer
Kevin I linikei
Vice Presidcnt
David Parrin
Vice President
Rudy Newell
Vice President
Karlien De Clercq
Vice President
Erin Rose Neale
Vice President
William Stephen Venable Jr Vice President
Daniel McNally Vice President
IN WITNESS WHEREOF, the undersigned has executed this Certificate as of the 301h
day of Septembei, 2019
Managing Membet
Castlelake II GP, L P
-CIFIVE
r�—�--
Name Kevin Hiniker OCT z 4 zoos
Title Vice President BY
STATE OF MINNESOTA
COUNTY OF HENNEPIN
This instrument was acknowledged before me on Septembei 30, 2019 by Kevin 1-I1niker, Vice
President of Castlelake II GP, L P as Managing Member of RFO Funding Solutions III, LIX
rA
Notary Public
MACAE EMMAmymmMINN 5MOBRATEN
R
MyCo

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f
r�
y
A
f
z I
1 �
i
\�/�\�/
�R ,

14
1
2
3
4
5
5
7
8
9
CHECKLIST FOR PERMIT TRANSFER
Brookstone Subdivision
Brunswick County, NC
EC IEV
OCT o 7 206 p
ECEIVE '
OCT 2 2019
Completed Transfer Application
Verification 50% of In subdivision BY
ots so
Verification of BUA y
Document Confirming Rudy Newell as authorized signatory
Document confirming Bernard Griffin as authorized Signatory/HOA president
Engineer certification of ponds f z%
Articles of Incorporation for Brookstone HOA
Verification that REO Funding is registered LLC ww h State if NC
Certification of Existence for REO Funding
10 0 and M letter signed by HOA president ✓
11 Deeds for Common area
12 Verrfrcation of Brookstone as an LLC/Non profit
13 Verification that Premiere Mgt as registered agent for Brookstone
Zd

YR

Brookstone
March 22, 2019
Dear Brookstone Homeowner,
We would like to time to thank our homeowners for your participation in our recent board
elections on February 20, 2019 We are pleased to announce our new POA board and their
respective positions
Bernard Griffin, Sr, President, 531 Sunset Point Drive
Matthew "Matt" Daniels, Secretary, 2190 Brookstone Drive
Shawn Woods, VP and Treasurer, 2294 Brookstone Drive
It is an honor to be chosen to represent our community As our board gets acclimated into their
positions, we will work diligently through our transition to support our beautiful neighborhood
and make Brookstone a wonderful place to live and raise your family
Please take a moment to fill out and return the attached contact sheet The board is hoping to
set up committees to serve some of the community's needs and is actively looking for
volunteers We would like to have as much involvement as possible and encourage
homeowners who are interested in serving on a committee to reach out If you are interested
in helping, please chose from one of the following committees and sign up on the
attached contact sheet
• Beautification
• Communications
• New Move -In Welcoming
Please contact Premier Management Company to find out the next date, time, and location of
any meeting if you wish to attend or speak You may direct any questions, concerns, or
feedback about the community to our Association Manager, Teri Losaw, as she will be keeping
record and working with the board on getting things accomplished You can reach Ten at
TeriCcDPremierManagementNC com or 910-679- 3012x 717
We are required by the NC statute to remind all association members that pursuant to § 7A-
38.3F, association members may initiate voluntary mediation in an effort to resolve a dispute
within the community association Please note the dispute cannot be related to assessments
and both parties must agree to participate in the mediation "
Once again, thank you for the opportunity to serve the neighborhood and we look forward to
great yearl • %r K­% M: W P
Sincerely,
Brookstone POA Board of Directors
OCT 2 4 20i9
BY
P O Box 12051 a Wilmington, NC 28405 a Phone [phone] a Fax [phone]
www PrenuerManagementNC com

l
Scott, Georgette
From Scott Varn <scott varn@outlook com>
Sent Monday, October 21, 2019 4 38 PM
To Scott, Georgette
Subject RE [External] FW Brookstone Subdivision
Permit number on back of envelope Brookstone Transfer in subject line of check Envelope has been mailed to your
attention Thanks,
Scott
From Scott, Georgette [mailto georgette scott@ncdenr gov]
Sent Monday, October 21, 2019 4 22 PM
To. Scott Varn <scott varn@outlook com>
Subject RE [External] FW Brookstone Subdivision
Make sure you put It In an envelope with my name on It and the permit number so It
does not get misplaced Thank you
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette ScottCcDncdenr g_o_v
127 Cardinal Drive Ext
Wilmington, NC 28405
=1 <> Nothing Compares
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third patties
From Scott Varn [mailto Scott varn@outlook com]
Sent Monday, October 21, 2019 3 51 PM
To. Scott, Georgette <georgette scott@ncdenr gov>
Subject [External] FW Brookstone Subdivision
Georgette,
t

Ar
Scott, Georgette
From Scott, Georgette
Sent Monday, October 21, 2019 4 22 PM
To- Scott Varn
Subject RE ]External] FW Brookstone Subdivision
Make sure you put it In an envelope with my name on It and the permit number so it
does not get misplaced. Thank you
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette ScottCa)ncdenr_gov
127 Cardinal Drive Ext
Wilmington, NC 28405
0�--
� Nothing Compare , A_
Ernad correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties
From Scott Varn [mailto Scott varn@outlook com]
Sent, Monday, October 21, 2019 3 51 PM
To, Scott, Georgette <georgette Scott@ncdenr gov>
Subject [External] FW Brookstone Subdivision
Georgette,
I will send the application fee today for the $505 We are trying to get this permit transferred as soon as we can That is
my error in not placing the $505 in the original package Please let me know if you have any questions
Regards,
Scott Varn
843-697-1208
From Hannah Mauldin mailto hannah@premiermanUementnc com]
Sent Monday, October 21, 2019 3 43 PM
To Scott Varn <scott varn outlook com>
Subject FW Brookstone Subdivision
1

s
Scott, Georgette
From Hannah Mauldin <hannah@premiermanagementnc com>
Sent- Monday, October 21, 2019 3 44 PM
To Scott, Georgette
Subject [External] RE Brookstone Subdivision
Hi,
Thank you The current permittee is Scott Varn and I have forwarded your email to him If you need to reach him his
contact information is
Scott Varn
Diversified Property Consultants
843-697-1208
scott yarn@outlook com
Thank you,
Hannah
Hannah Mauldin I Premier Management Company
Association Manager
P O BOX 12051, Wilmington, NC 28405
910-679-3012 x 713 1 Fax [phone]
www PremierManaeementNC com
From Scott, Georgette <georgette Scott@ncdenr gov>
Sent Monday, October 21, 2019 3 27 PM
To Hannah Mauldin <hannah@premiermanagementnc com>
Subject FW Brookstone Subdivision
Resend. See below
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette Scott@ncdenr cloy
127 Cardinal Drive Ext
Wilmington, NC 28405
mr,
-5>-Noth1ngCompare5.-,.,

0
Scott, Georgette
From Scott, Georgette
Sent Monday, October 21, 2019 2 19 PM
To hannah@premieremanagementnc com
Subject Brookstone Subdivision
Hannah,
I am sending this email to you because I do not have the email for REO Funding
SolutionsIII LLC the current permittee and I could not make out the email for Mr
Griffin
I received a transfer for Brookstone, however there was no check enclosed for the
application fee.
I will need $505.00 from the current permittee to accept this application Please let
them know. Otherwise I will have to return the application.
Thank you
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette Scott ncdenr g oov
127 Cardinal Drive Ext
Wilmington, NC 28405
Im
=-I
::>-Nothing Compares .--;
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties

LIMITED LIABILITY COMPANY ANNUAL REPORT
1012017
NAME OF LIMITED LIABILITY COMPANY REO Funding Solutions III, LLC
SECRETARY OF STATE ID NUMBER 1325787 STATE OF FORMATION GA
REPORT FOR THE CALENDAR YEAR 2019
SECTION A REGISTERED AGENT'S INFORMATION
1 NAME OF REGISTERED AGENT CT Corporation System
2 SIGNATURE OF THE NEW REGISTERED AGENT
3 REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
E - Filed Annual Report
1325787
CA201904700687
2/16/2019 06 08
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4 REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 2761 S-6417
SECTION B PRINCIPAL OFFICE INFORMATION
1 DESCRIPTION OF NATURE OF BUSINESS Real Estate
2 PRINCIPAL OFFICE PHONE NUMBER [phone] 3 PRINCIPAL OFFICE EMAIL Privacy Redaction
4 PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5 PRINCIPAL OFFICE MAILING ADDRESS
4600 Wells Fargo Center, 90 South 7th St 4600 Wells Fargo Center, 90 South 7th St
Minneapolis, MN 55402 Minneapolis, MN 55402
6 Select one of the following if applicable (Optional see instructions)
The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C COMPANY OFFICIALS (Enter additional company officials in Section E )
NAME Castlelake 11 GP, L P NAME
TITLE Manager TITLE
NAME
TITLE
ADDRESS 4600 Wells Fargo Center ADDRESS ADDRESS
90 South 7th St
Minneapolis, MN 55402 �Q/� �O /Z .. BSI - 3o00
SECTION D CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity
Castlelake II GP, L P, by Kelly Lettmann POA 2/16/2019
SIGNATURE
Form must be Signed by a Company Official fisted under Section C of This form
BATE
Castlelake 11 GP, L P, by Kelly Lettmann POA Manager
Print or Type Name of Company Officiai Pnnt or Type Title of Company Official
This Annual Report has been filed electronically
MAIL TO Secretary of State Business Registration Division Post Office Box 29525 Raleigh NC 27626 0525

TV& 01l"atl N 90 1111-Aft AM 1tr Id
llelkilafn ftim, fees, eDouvrlrtte or other
bre which the SrunrMck County Talc
Ot>Ileotor Is ahuged wOh a oU t tatir � a •
pn on PerM NuftMlsr -pQ1621
n notated by the Brunswick County 41
Ammeaorb Me This Is not a oartlrlt alon
00 the parcel number metotiss the daW
Excise Tax $0 00
NI111111111iIN1I�IIIIIIIIIIIINIIi r l ?!?� 95
9rurd wick County NC Reeistar of tHeft page 1 of S
PROP
l 1Gt �tg Typ
t� a Rav�`]nt
Refund Cash $F,rlf,ro
© Potions of document are illegible c 9 o condition
of arginai
CDocument contains seals v. [1-,, n m61
instrument that cannot be mi , -,zJ of copied
QUITCLAIM DEED
Parcel Identifier No See E&Wbit_B
Verified by County on the day of 20
by
Mail after recording to Grantee
This instrument was prepared by Alexander Ricks PLLC, 4601 Park (toad, Suite 580 C
ha
r
lo
tte, NC 28209
Brief Description for the Common Elements — Plat Book 45, Pages 79 81 and I
Index Plat Book 56, Pages 41-42
THIS QUITCLAIM DEED made this TA day of hp4lie 12018, by and between
GRANTOR GRANTEE
REO FUNDING SOLUTIONS III, LLC, BROOKSTONE PROPERTY OWNERS'
a Georgia ltmited liability company ASSOCIATION, INC,
a North Carolina non-profit corporation
4600 Wells Fargo Center
90 South Seventh Street P O Box 12051
Minneapolis, MN 55402 Wilmington, NC 28405
Enter in appropnam block for each party name address and ifappropriate character of entity e g corporation or partnership
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
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is
hereby acknowledged, has and by these presents does remise, release and quitclaim unto the Grantee all its
right, title and interest in and to that certain lot or parcel of land situated in Brunswick County, North
Carolina and more particularly described as follows (the "Pro ")
SEE EXHIBIT "A" ATTACHED HERETO AND INCORPORATED HEREIN BY REFERENCE
0027"2&00111022

Puse , Steven
From Ten Losaw <ten@premiermanagementnc com>
Sent Friday, January 10, 2020 1 42 PM
To Pusey, Steven
Subject [External] Brookstone HOA
Hi Steven,
The prior declarant was Turnstone Bank and their point of contact for storm water is Scott
Varn Scott varn@outlook com [phone]
Thank you,
Teri Losaw I Premier Management Company
Association Manager
P O BOX 12051 Wilmington, NC 28405
Phone [phone] x 717 j Fax [phone]
www PremierManagunentNC com

A�A
As:==
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 19, 2014
Julie K Braun, Vice President
REO Funding Solutions III, LLC
3424 Peachtree Road, Suite 1775
Atlanta, GA 30326
Subject Stormwater Permit No SW8 060105
Name Change / Ownership Change
Brookstone Subdivision
Brunswick County
Dear Ms Braun
John E Skvarla, III
Secretary
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water Quality
(DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR) All previous references to DWQ will
remain in older stormwater permits issued prior to August 1, 2013 until they are modified Please note that any
updated pages or addendums to this permit will now reference DEMI-R as the Division responsible for issuance of
the permit
On May 2, 2014, the Wilmington Regional Office received a request to transfer the ownership of the state
stormwater management permit for the subject project Staff ofDEMLR have inspected the project and determined
that sufficient documentation has been submitted As indicated on the Name/Ownership Change form, you have
acknowledged receipt of a copy of the permit which includes the application and supplement forms, a copy of the
approved plans, and a copy of the required Operation and Maintenance agreement from the previous permittee By
acknowledging receipt of the permit, and by signing the Name/Ownership Transfer form, you have accepted the
responsibility for complying with the terms and conditions outlined in this permit The Division is hereby notifying
you that the subject permit has been transferred on June 19, 2014
On August 5, 2009, the Governor signed Session Law 2009-406 This law impacts any development approval issued
by the Division of Water Quality under Article 21 of Chapter 143 of the General Statutes, which is current and valid
at any point between January 1, 2008, and December 31, 2010 The law extends the effective period of any
stormwater permit that is set to expire during this time frame to three (3) years from its current expiration date On
August 2, 2010, the Governor signed Session Law 2010-177, which grants an extra year for a total of four (4) years
extension
Accordingly, this permit, which was set to expire on February 27, 2016, shall now be effective from the date of
issuance until February 27, 2020, which includes all available extensions This permit shall be subject to the
conditions and limitations as specified therein
For your records, please find enclosed a copy of the updated page 2 of the permit and a copy of the
Name/Ownership Change form submitted on May 2, 2014 Please attach this cover letter and updated page 2 to your
permit originally issued by the Division of Water Quality on January 17, 2007 and as modified thereafter
Please be aware that the project's built -upon area and stormwater controls must be built and maintained in
compliance with the permit documents and the approved plans Maintenance of the approved system shall be
performed in accordance with the signed Operation and Maintenance agreement A Notice of Deficiency (NOD)
was submitted on March 14, 2014 stating the deficiencies that need to be resolved If the deficiencies are not
addressed or these issues are not resolved in a timely manner, DEMLR staff will re -inspect the site and issue a
Notice of Violation (NOV)
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] I Fax [phone]

Ms Julie K Braun
June 19, 2014
Any modifications to this project must be subrrutted to DEMLR and approved pnor to construction The
issuance of this approval does not preclude you from complying with all other applicable statutes, rules,
regulations or ordinances, which may have jurisdiction over the proposed activity, and obtaining a permit or
approval prior to construction
If you have any questions concerning the requirements of the permit or need additional copies of the permit or
approved plans, please do not hesitate to call Steve Pusey with DEMLR in the Wilmington Regional Office at (910)
796-7215
S rely,
ForTrac7' avis P E> Director
Division of Energy, Mineral and Land Resources
GDS/ sgp S \WQS\Stormwater\Permits & Projects\2006\060105 HD\2014 06 permit 060105
cc Georgette Scott, Stormwater Supervisor
Wilmington Regional Office Stormwater File
Page 2of2

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable taws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
REO Funding Solutions lll, LLC
Brookstone Subdivision Phase 9
Sunset Harbor Road, Supply, Brunswick County
FOR THE
construction, operation and maintenance of two (2) wet detention ponds and a 25% low
density subdivision in compliance with the provisions of 15A NCAC 2H 1000 (hereafter
referred to as the "stormwater rules') and the approved stormwater management plans
and specifications, and other supporting data as attached and on file with and approved
by the Division of Energy, Mineral, and Land Resources and considered a part of this
permit
This permit shall be effective from the date of issuance until February 27, 2020, and shall
be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
This stormwater system has been approved for the management of stormwater
runoff as described in Section 18 on page 3 of this permit The subdivision is
permitted for 82 lots, each allowed a maximum of 2,750 square feet of built -upon
area
2 The overall tract built -upon area percentage for the project must be maintained at
25% per the requirements of Section 1005 of the stormwater rules
3 Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit
4 Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters
5 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
6 The runoff from all collection systems within the permitted drainage areas of this
project must be directed into the permitted stormwater control system
7 All roof drains must terminate at least 30' from the mean high water mark

r -,
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAMEIOWNERSHIP CHANGE FORM
1. CURRENT PERMIT INFORMATION
1 Stormwater Management Permit Number t)���0y �}7
2 Project Name
3 Current Permit Holder's Company Name/Organization
4 Signing Official's Name Title
5 Mailing Address
City
State Zip
6 Phone (_^} Fax ( )
II. PROPOSED PERMITTEE 1 OWNER 1 PROJECT 1 ADDRESS INFORMATION
This request is for (please check all that apply)
[Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address 1 phone number change (Please complete Item 4 below)
❑ Other (please explain)
Proposed permittee's company name/organization
2 Proposed permittee's signing official's name
3 Proposed permittee's title
Vice President
City L i Sta-
Phone 1
Fax
5 New Project Name to be placed on permit
Please check the appropriate box The proposed permittee listed above is
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stor'mwater system features Print name of HOA or
_Y OA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
❑ Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4) �EIVE`
MAY 0 2 20%
SSW NIO Change Rev24Sept2012 Page 1 of 4 BY

r"
III. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal Failure to provide the
listed items may result in processing delays or denial of the transfer
1 This completed and signed form This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership
?Regal documentation of the property transfer to a new owner
3 A copy of any recorded deed restrictions, covenants, or easements, if required by the permit
4 The designer's certification (DWQ Engineer and Designer Certification Forms are available from
0 each DWQ Regional office), if required by the permit and if not already submitted to DWQ
f the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee
6 The $40 00 processing fee If this is an initial transfer from the original permittee the processing
fee is not required Subsequent ownership transfers will require the $40 00 processing fee
IV. CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I am changing the name of the permitted project I further attest that this application
for a namelownership change is accurate and complete to the best of my knowledge I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
7into lete
Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit
1, , the current permittee, am submitting this application
for a transfer of ownership for permit # I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections 11 and V of this form I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete I assign all rights and obligations as permittee to the
proposed permittee named in Sections 11 and V of this form I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit
Signature
, County of
Date
, a Notary Public for the State of
, do hereby certify that
personally appeared before me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal,
Notary Signature
SSW N/0 Change Rev24Sept2012 Page 2 of 4
(Notary Seal)
-GENE
4; MAY 0 2 2014
BY

V PROPOSED PERMITTEE CERTIFICATION (This section must be completed by the
Proposed Permittee for all transfers of ownership)
-9
I, , hereby notify the DWQ that I have acquired
through sale, leasd-W legal the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system l
acknowledge and attest that l have received a copy of (check all that apply to this permit)
t most recent permit
ate designer's certification for each BMP
a y recorded deed restrictions, covenants, or easements
rEl-� DWQ approved plans and/or approved as -built plans
approved operation and maintenance agreement
t
FDWQ
maintenance records from the previous permittee (where required)
stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement I further attest that this application for a namelownership
change is accurate and complete to the best of my knowledge I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete
Signature
NM I_1 S
ate Al M L-IS, , 20 G4
a Notary Public for the State of
I^4 \ivnyn( , County of — ftlol iQ(nl , do hereby certify that
_.� v L l �, K 'Dn;lrvrj _ _personally appeared before me this the
`T% day of _ L— __, 201 q , and acknowledge the due execution of the
forgoing instaiment Witness my hand and official seal,
Pxo
(Notary Seal)
otary Sig t re
O�ISYpNCI: ANDA�A 9dUlUPP
NOTAI[rPUBl1G UMM
rroMnusaa UM19 +t
00400
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document Both the lessee 1 developer and the property
owner will appear on the permit as permittees EC E IVE
MAY 0 2 2014
BY
SSW N/O Change Rev24Sept2012 Page 3 of 4

�tiAt� A'��tA 3�v'�T�c�� .��,

..
VI. PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form
Printed Name
Organization
Title within the Organization
Street Address
City
State Zip
Mailing Address
(if different from street address)
City State Zip
Phone Fax
Email
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property A copy of
the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal
As the legal property owner I acknowledge, understand, and agree by my signature below, that I will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215 1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature of the property owner Date
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
day of 20 , and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal,
(Notary Seal)
Notary Signature
EX
Y o 2 2014
BY
SSW N/O Change Rev24Sept2012 Page 4 of 4

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality y�
STATE STORMWATER PERMIT NAME/OWNERSHIP CHANG R&V
er
1 CURRENT PERMIT INFORMATION
1 Stormwater Management Permit Number
2 Project Name
3 Current Permit Holder's Company Name/Organization `-
4 Signing Official's Name Title
5 Mailing Address
City
State Zip
6 Phone ( ) Fax ()
11 PROPOSED PERMITTEE ! OWNER/ PROJECT/ ADDRESS INFORMATION
This request is for (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete Item 5 below)
❑ Change in ownership of the property/company (Please complete Items 1, 2, 3, and 4 below)
❑ Mailing address 1 phone number change (Please complete Item 4 below)
❑ Other (please explain)
1 Proposed permittee's company name/organization I�LU tj)fj�j
2 Proposed permittee's signing official's name Julie K. Brau
3 Proposed permittee's title
4 Mailing Address
City
Phone
5 New Project Name to be placed on permit
Vice President
r� .
Please check the appropriate box The proposed permittee listed above is
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
❑ The property owner
[] Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
SSW N10 Change Rev24Sept2012 Page 1 of 4

III REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal Failure to provide the
fisted items may result in processing delays or denial of the transfer
1 This completed and signed form This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership
2 Legal documentation of the property transfer to a new owner
3 A copy of any recorded deed restrictions, covenants, or easements, if required by the permit
4 The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ
5 If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee
6 The $40 00 processing fee if this is an inftial_ransfer from the originall perm tee the processing
fee is not required Subsequent ownership transfers will require the $40 00 processing fee
IV CURRENT PERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or i am changing my mailing
address and/or I am changing the name of the permitted project 1 further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
inco Plete
7Check here if current permittee is transferring the property to a new owner and will not retain
ownership of the permit
I, , the current permittee, am submitting this application
for a transfer of ownership for permit # I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete I assign all rights and obligations as permittee to the
proposed permittee named in Sections 11 and V of this form I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit
Signature Date
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the
day of , 20 , and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal, (Notary Seal)
Notary Signature
SSW N1O Change Rev24Sept2012 Page 2 of 4

V PROPOSED PERMITTEE CERTIFICATION (This section must be completed by the
Proposed Permittee for all transfers of ownership)
hereby notify the DWQ that I have acquired
th or ugh sale, lease legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system I
acknowledge and attest that I have received a copy of (check all that apply to this permit)
l�e
F most recent permit I
designer's certification for each BMP
y recorded deed restrictions, covenants, or easements
RD.WQ approved plans andLar_appLa�cerLas_buitt .p ans_
t e approved operation and maintenance agreement
Pt maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included, this application package will be returned as incomplete
Signature
NAA I-/ .5
ate JHM L-291 20tq
, a Notary Public for the State of
�K wm OVA County of _K2&NfiQ(A/ -,do hereby certify that
L' Qn +J _ _ personally appeared before me this the
day of _ tr , 201 q , and acknowledge the due execution of the
forgoing ins t ment Witness my hand and official seal,
(Notary Seal)
otary Sig t re
OOI�TAN� AM�JI SE�tAIIPP
�riwrv+�euc•rs�eam►
r(pplt♦iB91pq}7G��0>a11IDl1
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality
This completed form, including all supporting documents and processing fee (if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document Both the lessee / developer and the property
owner will appear on the permit as permittees
SSW N/O Change Rev24Sept2012 Page 3 of 4

VI PROPERTY OWNER CONTACT INFORMATION AND CERTIFICATION
If the Proposed Permittee listed in Sections II and V of this form is not the Property Owner, the
Property Owner must provide his/her Contact Information below and sign this form
Printed Name
Organization
Title within the Organization
Street Address
off.
Mailing Address
City
Phone
Email
(if different from street address)
State
Zip
Fax
I certify that I own the property identified in this permit transfer document and have given permission
to the Proposed Permittee listed in Sections II and V to develop and/or, lease the property A copy of
the lease agreement or other contract, which indicates the party responsible for the construction
and/or operation and maintenance of the stormwater system, has been provided with the submittal
As the legal property owner I acknowledge, understand, and agree by my signature below, that i will
appear as a permittee along with the lessee/developer and I will therefore share responsibility for
compliance with the DWQ Stormwater permit As the property owner, it is my responsibility to notify
DWQ by submitting a completed Name/Ownership Change Form within 30 days of procuring a
developer, lessee or purchaser for the property I understand that failure to operate and maintain the
stormwater treatment facility in accordance with the permit is a violation of NC General Statute
(NCGS) 143-215 1, and may result in appropriate enforcement action including the assessment of
civil penalties of up to $25,000 per day, pursuant to NCGS 143-215 6
Signature of the property owner Date
I, , a Notary Public for the State of
, County of
day of
do hereby certify that
personally appeared before me this the
, 20 , and acknowledge the due execution of the
forgoing instrument Witness my hand and official seal,
Notary Signature
SSW N10 Change Rev24Sept2012 Page 4 of 4
(Notary Seal)

rTURNSTONE GROUP LLc
4/29/14
DEMLR
Attn Steve Pusey
127 Cardinal Drive
Wilmington, NC 28405
Steve,
Enclosed are original signature applications for the State Stormwater Permit Name/Ownership
Change for Mill Creek and Brookstone
Please let me know if you need anything else from me
Thank you,
nstma Hernandez
Turnstone Group
Email chernandez@turnstoneeroug com
404-477-6178
r,,EC5V
I MAY 0 2 2014
BY:
34.24 PEACHTREE ROAD NE SUITE. 1775 ATLANTA, GEORGIA 303z6 T 404 4-77 6800

NC DENR - DEMLR
Stormwater Section
127 Cardinal Dnve Extension
Wilmington, NC 28405�
4
40S v �
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� +rt'1.� PITNEY BOV�s
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02 1 R $ 00.460 t
000200 7159 OCT 30 2013
MAILED FROM ZIP CODE -2 8 40 5
David Read Patterson, jr, Member/Manager
Rj Land Group, LLC
6329 Oleander Drive, Suite 200
Wllminj i+t=�+-i_ 'c7o t_ i007 rarii j yc i3
T'A GC NnP 0
NOT D--LI\ERABLE PS` ADDRESSED i
UNABLE TO 7-ORWARD �
SC 28405540627 21592-05561-30-44
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II I Puah ty Park Products Item "0076
Bto-based envelopes manufactured tram
CaneSelds paper made using sugarcane
waste fiber 1Bagassel an eco-friendly
sustainable renewable resource

w• A*'A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Land Quality Section
Tracy E Davis, PE, CPM Pat McCrory, Governor
Director John E Skvada, III, Secretary
October 28, 2013
David Read Patterson, Jr, Member/Manager
RJ Land Group, LLC
6329 Oleander Dr Suite 200
Wilmington, NC 28403
Subject Notice of Inspection — Non Compliant
Brookstone Subdivision
Permit No SW8 060105
Brunswick County
Dear Mr Patterson
On October 24, 2013, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) inspected Brookstone Village in Brunswick County to determine the status of
compliance with the State Stormwater Management Permit Number SW8 060105 issued on January 17,
2007 DEMLR file review and site inspection revealed that the site is not compliant with the terms and
conditions of this permit Please find a copy of the completed form entitled "Compliance Inspection
Report" attached to this letter, which summarizes the findings of the recent inspection
As indicated in the attached inspection report, the following deficiencies must be resolved
1 Establish permanent grass on the pond slopes
2 Provide the required Engineer's Certificate
3 Provide the Recorded Restrictive Covenants
Please inform this Office in writing before November 29, 2013, of the specific actions that will be
undertaken and the time frame that will be required to correct the deficiencies Failure to provide the
requested information, or to respond to this letter by the due date, may initiate enforcement action
including the assessment of civil penalties of up to $25,000 per day If a written plan of action is not
submitted to this office by November 29, 2013 then DEMLR staff will re -inspect the site and issue a
Notice of Violation if the listed deficiencies have not been addressed
If the project has changed its name, ownership, or mailing address, it is your responsibility to submit a
completed and signed Name/Ownership Change form to DEMLR at least 30 calendar days prior to
making the changes Please include the name, mailing address and phone number of the person or
entity that is now responsible for this permit on the Name/Ownership Change form
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone [phone] Fax [phone]

If you have any questions, please contact me at the Wilmington Regional Office, telephone number (M)-
796-7215 or via email at david w cox@ncdenr gov
Sincerely,
David Cox
Environmental Senior Specialist
Enc Compliance Inspection Report
DSldwc S MMStormwaterTermits & Proiects120061060105HM201310 CEI_deficient 060105
cc Georgette Scott, Wilmington Regional Office Stormwater Supervisor
WiRO Stormwater File

Compliance Inspection Report
Permit SW8060105 Effective 02/27/06 Expiration 02/27/20 Owner Rt Land Group LLC
Project Brookstone Subdivision
County Brunswick Sunset Harbor Rd
Region Wilmington
Southport NC 28461
Contact Person David Read Patterson Title Phone [phone]
Directions to Project
From Wilmington, Exit 17S @ Southport -Supply Road (Route 211), make right onto Sunset Harbor Road follow 1 5-2 miles project site
is on the right
Type of Project State Stormwater - HD - Detention Pond
Drain Areas 1 - (Mill Creek) (03-07-59) (C,Sw,HQW)
2 - (Mill Creek) (03-07-59) ( C,Sw,HQW)
On -Site Representative (a)
Related Permits
Inspection Date 10/24/2013 Entry Time 02 05 PM
Primary Inspector David W Cox
Secondary Inspector(s)
Reason for Inspection Routine
Permit Inspection Type State Stormwater
Facility Status ❑ Compliant ■ Not Compliant
Question Areas
E State Stormwater
(See attachment summary)
Exit Time 02 25 PM
Phone [phone]
Inspection Type Compliance Evaluation
Page 1

0
Permit SW8060105 Owner - Project Rj Land Group LLC
Inspection Date 10/2412013 Inspection Type Compliance Evaluation Reason far Visit Routine
Inspection Summary
Submit a written corrective action apon 30 days receipt of this report
Fite Review
Yes
No
NA
NE
Is the permit active?
■
Signed copy of the Engineers certification is in the file?
❑
■
Signed copy of the Operation & Maintenance Agreement is in the file?
■
❑
❑
Copy of the recorded deed restrictions is in the file'?
❑
■
❑
Cl
Comment This office has not received the Engineer's Certificate nor the recorded
restrictive covenants
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ■ ❑ Q
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ❑ ■
upon request?
Comment Pond slopes have not established permenant ground cover
Page 2

KENNETH M KIRKMAN
ATTORNEY AT LAW
503 W Thurman Road
New Bern, NC 28562
Email kenkbhisland@hotmail com
March 12, 2013
Ms Georgette Scott
NCDENR
Division of Water Quality
127 Cardinal Drive Ext
Wilmington, NC 28405
Telephone [phone]
Telefax 252-634-9900
Re SW Permit #SW8 060637 (Richmond Hills)
Dear Ms Scott
This letter is in response to your letter of February 15, 2013,
addressed to Thomas A Saieed, Jr , manager of Richmond Hills
Residential Partners, LLC My client is a subsidiary of First
Bank My client took title to the Richmond Hills property
following a default by the previous owner in its obligations to the
bank No development activity was undertaken by my client
My client has contracted to sell the Richmond Hills property to a
third party It is my understanding that the purchaser is REO
Funding Solutions III, LLC, a division of Turnstone Group, LLC
The contact person with that company is Joe Astrauckas, 3424
Peachtree Rd , NE, Suite 1775, Atlanta, Georgia His phone number
404 177 6302 and h1 L_ i , i�L_j-' " ���s0 ,�rn_+one '�^ro�z tom
—__
Closing is imminent
The purchaser of the property was informed as to the contents of
your letter, and intends to work with your office to seek transfer
of the permit, and of course to bring the on -site systems into
compliance
For your information and records, it is my understanding that the
same contact person will be appropriate as the purchaser of three
additional tracts from my client as follows
Old Georgetowne (phase III) SW 8061013 ��
Brookstone SW 806010.
Mill Creek Cove SW 8051004
MAR 14 2013

Thank you for working with my client during its holding period on
tracks of land it was forced to acquire My understanding is that
the purchaser above described is a knowledgeable and sophisticated
owner who understands the permitting process I trust your
relationship with them will be a good one
Please let me know if I can provide any additional information or
assist in any way
Sincerely,
Kenneth M Kirkman
NC licensed attorney

lop
Date Filed- 7/1/201310:12.00 AM
Elaine F Marshall
North Carolina Secretary of State
auto atnorth Canollna
Dgwtmentofft aeessh" of8bao
APPLICATION FOR CBRMCATS OF AUMORM
FOR LflMM IAABRM COMANY
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CORPORATIONS DIVISION P 0. BOX 29M RAL ICK NC 27M4M
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AIPMCATIONFOR CSRTIFI:CATR OF AUMORLTY
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This dta 26 day ad hu .2013
REO Fundlna Solutions III, LLC
By: VS Credit Strimales II GP, LP
Its Managing Member
Or. TFG Credit HoldlniM LLC
Its General Partner
By Credit Opportunities Partners, LLC
Its ft-n all 0
By: f
dIts ManMember
Notes;
1. I+ttirg he is Vlft. Thin doetm mttnast be Sled with the Soo Wfty of Stele.
CORPORATIONS DWWON
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P. O. BOX 29622
RAlMGK NC 2706-Q62Z
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STATE OF GEORGIA DA C(AAUTH/FiLED 12019347 =y 8, 2012
secretory of state JURISDICTION Georgia
Cwf{la mons Ehvigwo PRINT DATE 6l12=13 5.23.41 PM
313 West Tower
#2 baron Ludw King, Jr Dr
Atlanta, Georgia 30334-1330
CERTIFICATE OF EXISTENCE
I, Brian P Kemp, the Secretary of State of the State of Georgia, do hereby certify under the seal of
my office that
REO FUNDING SOLUTIONS I1I, LLC
A Domestic Limited Liability Company
was formed m the jurisdiction stated above or was authorized to transact business in Georgia on
the above date Said entity is in compliance with the applicable filing and annual registration
provisions of Title 14 of the Official Code of Georgia Annotated and has not filed articles of
dissolution, certificate of cancellation or any other similar doci out with the office of the
Secretary of State.
This certificate relates only to the legal existence of the above -named entity as of the date issued
It does not certify whether or not a notice of intent to dissolve, an application for withdrawal, a
statement of commencement of wmdmg up or any other similar document has been filed or is
pending with the Secretary of State.
This certificate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is
prima -facie evidence that said entity is in existence or w authorized to transact business in this
state.
t Of G
e
S ° •
Brian P Kemp
Secretary of State
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January 17, 2007
David Read Patterson, Jr,
RJ Land Group, LLC
6329 Oleander Drive, Suite
Wilmington, NC 28403
Member/Manager
MCI
Michael F Easley, Governor
William G Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
Subject Stormwater Permit No. SW8 060105
Brookstone Subdivision
Low Density Subdivision Permit with Pockets of High Density
Brunswick County
Dear Mr Patterson
The Wilmington Regional Office received a completed request to transfer the stormwater
management permit for Brookstone Subdivision to you on October 26, 2006 Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No
SW8 060105, dated January 17, 2007, for the construction and maintenance of the subject
project and stormwater facilities
This permit is effective from the date of issuance until February 27 2016, the original
expiration date, and shall be subject to the conditions and limitations as specified therein The
permit must be renewed at least 180 days prior to the expiration date Please pay special
attention to the Operation and Maintenance requirements in this permit Failure to establish an
adequate system for operation and maintenance of the stormwater management system will
result in future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact either Linda Lewis or me at [phone]
Sincere
Edwar eck
Regional Supervisor
Surface Water Protection Section
ENB/rdg S 1WQSISTORMWATERIPERMIT1060105 jan07
cc Garry Pape, PE, Withers & Ravenel
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Linda Lewis
Wilmington Regional Office,> One
Central Files NoMCara ina
✓vaturully
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet www ricwa er uali or Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledll0% Post Consumer Paper

State Stormwater Management Systems
Permit No SW8 060105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH POCKETS OF HIGH DENSITY
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
David Read Patterson, Jr, & RJ Land Group, LLC
Brookstone Subdivision
Sunset Harbor Road, Supply, Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds and a 25% low
density subdivision in compliance with the provisions of 15A NCAC 2H 1000 (hereafter
referred to as the "stormwater rules'l 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 February 27, 2016, and
shall be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
This stormwater system has been approved for the management of stormwater
runoff as described in Section 18 on page 3 of this permit The subdivision is
permitted for 82 lots, each allowed a maximum of 2,750 square feet of built -upon
area
2 The overall tract built -upon area percentage for the protect must be maintained
at 25% per the requirements of Section 1005 of the stormwater rules
3 Approved plans and specifications for protects covered by this permit are
incorporated by reference and are enforceable parts of the permit
4 Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters
5 All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements The final plats for the protect
will be recorded showing all such required easements, in accordance with the
approved plans
6 The runoff from all collection systems within the permitted drainage areas of this
protect must be directed into the permitted stormwater control system
7 All roof drains must terminate at least 30' from the mean high water mark
Page 2 of 9

State Stormwater Management Systems
Permit No SW8 060105
8 The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times
0
W Units
nz.5Pon6#1
Pond #_2
Drainage Area
Onsite
Offsite
Acres
ft
ft2
14 40
627,409
0
520
226,526
0
Total Impervious Surfaces
Lots at 2,750 sfllot
Roads/Parking
Sidewalks
Other
Offsite
ft2
245,818
122,375
123,443
0
0
0
88,809
39,875
46,934
0
2,000
0
Pond Depth
feet
60
60
TSS removal efficiency
%
90
90
Design Storm
inches
1 0
1 0
Permanent Pool Elevation
FMSL
305
260
Permitted Surface Area @PP
ft
14,595
5,422
Permitted Storage Volume
ft
22,146
7,979
Storage Elevation
FMSL
31 9
273
Controlling Orifice
"0 pipe
20
1 0
Permanent Pool Volume
ft
44,404
10,438
Forebay Volume
ft
9,249
2,127
Maximum Fountain
Horsepower
HP
116
118
Receiving Stream
Mill Creek
River Basin
Lumber
Stream Index Number
';,��'�
15-25-1-18-(1)
Classification of Water Body
�� 1f
C,Sw,HQW
ll. SCHEDULE OF COMPLIANCE
1 The stormwater management system, swales and other vegetated conveyances
shall be constructed in their entirety, vegetated, and be operational for their
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 swales or other vegetated conveyances will be repaired immediately
3 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
4 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
5 Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans
Page 3of9

State Stormwater Management Systems
Permit No SW8 060105
6 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 of the items shown on the approved plans, including
the stormwater management system, design concept, built -upon area,
details, etc
b Project name change
c Transfer of ownersF�ip
d Redesign or addition to the approved amount of built -upon area or to the
drainage area
e Further subdivision, acquisition, or selling of the protect area
f Filling in, altering or piping any vegetative conveyance shown on the
approved plan
7 The Director may determine that other revisions to the project should require a
modification to the permit
8 The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request
9 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
10 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
11 Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
12 The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner, provided that the permittee complies with the
requirements of Section II of this permit
13 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
14 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
Page 4of9

State Stormwater Management Systems
Permit No SW8 060105
15 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
16 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
17 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
18 If the permittee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plans reviewed must include all
proposed built -upon area (BUA) Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit
19 Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot
Recorded deed restrictions must include, as a minimum, the following
statements related to stormwater management
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060105, as issued
by the Division of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit
c These covenants are to run with the land and be binding on all persons
and parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality
f The maximum built -upon area per lot is 2,750 square feet This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina,
but does not include raised, open wood decking, or the water surface of
swimming pools
g Filling in or piping of any vegetative conveyances (ditches, swales, etc )
associated with the development except for average driveway crossings,
is strictly prohibited by any persons
h Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters
i All roof drains shall terminate at least 30' from the mean high water mark
20 The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording
Page 5of9

State Stormwater Management Systems
Permit No SW8 060105
21 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria The fountain must draw its water from less than 2'
below the permanent pool surface
a Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
b The falling water from the fountain must be centered in the pond, away
from the shoreline
c The maximum horsepower for the fountain's pump is based on the
permanent pool volume
d The maximum pump power for a fountain in pond 1 is 1/6 HP, in pond 2,
the maximum pump power is 1/8HP
Ill. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan The
project must be in good standing with DWQ The approval of this request will be
considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request
3 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
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies {local, state, and federal} which have jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The 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 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days
9 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 6 of 9

State Stormwater Management Systems
Permit No SW8 060105
Permit issued and transferred this the 17th day of January 2007
NORTH C OLINA E IR NMENTAL MANAGEMENT COMMISSION
•' /J 1J
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060105
Page 7 of 9

State Stormwater Management Systems
Permit No SW8 060105
Brookstone Subdivision
Stormwater Permit No SW8 060105
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications
The checklist of items on page 2 of this form are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No SW8 060105
Certification Requirements Page 2 of 2
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter
15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 9 of 9

State Stormwater Management Systems
Permit No SW8 060105
Permit issued and transferred this the 1 7th day of January 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060105
Page 7 of 9

�0F W A �Q
_rO �
� r
>
Michael F Easley, Governor
William G Ross, Jr, Secretary
North Carolina Department of Environment and Natural Resources
Alan W Klimek, P E , Director
Division of Water Quality
Wilmington Regional Office
WATER QUALITY SECTION
COASTAL STORMWATER PERMIT NAME/OWNERSHIP CHANGE FORM
I. CURRENT PERMIT INFORMATION:
1 Stormwater Management Permit Number SW8 060105
2 Permit Holder's name Gulf Stream Foods of North Carolina, Inc
3 Signtng official's name Jon T Vincent Title President
(person legally responsible for permit)
4 Mailing address 1508 Military Cutoff Road, Suite 302 City Wilmington
State NC Zip Code 28403 Phone [phone] FAX [phone]
(Area Code and Number) (Area Code and Number)
II. NEW OWNER 1 PROJECT 1 ADDRESS INFORMATION
1 Thts request is for (please check all that apply)
_�_a Change in ownership of the property/company (Please complete Items #2,
#3, and #4 below)
b Name change of project (Please complete Item #5 below)
c Mailing address change (Please complete Item 94 below)
d Other (please explain)
2 New owner's name to be put on permit RJ Land Group 0 `. LC-
3 New owner's signing official's name and tttle _ David Read Patterson, Jr _
(Person legally responsible for permit)
Member Manager
(Title)
4 New Marling address 6329 Oleander Drive, Suite 200 City Wilmington
State NC Zip Code 28403 Phone [phone] FAX [phone]
(Area Code and Number) (Area Code and Number)
5 New Project Name to be placed on permit 7fW4- r, SCL yi 'I +cam
RE""'nivision of Water Quality 127 Cardinal Drive Extension Wilmington, N C 28405 [phone] Fax [phone]
Customer Service 800-623-7748
SEP 2 5 2006
DWQ
13ROJ #

PERMIT NAME/OWNERSHIP CHANGE FORM
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF
WATER QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED BELOW
ARE INCLUDED WITH THE SUBMITTAL.
REQUIRED ITEMS
I This completed form
2 Legal documentation of the transfer of ownership
3 A copy of the recorded deed restrictions, if required by the permit
4 The engineer's certification, if required by the permit
5 A signed Operation and Maintenance plan, if a system that requires maintenance will
change ownership
6 Maintenance records
CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE CURRENT
PERMIT HOLDERA IWTHE NEW APPLICANT IN THE CASE -WA CHANGE OF
OWNERSHIP.
FOR NAME CHANGES COMPLETE AND SIGN ONLY THE CURRENT
PERMITTEE'S CERTIFICATION.
Current Permittee's Cdrtificahon:
I, Jon T Vincent I , attest that this application for a name/ownership
change
chas been review"
eview an is accu to and complete to the best of my knowledge I
understand that if all re ired parts o this application are not completed and that if all required
supporting information 4nd attacis are not included, this application package will be
returned as iomplete
Signature hm Date /j 2�
New Appl ant's ertlficatlon: (Must be Lampleted for all transfers of ownership)
I, Davi ead atterson Jr , attest that this application for an ownership change
has -Fe -en revieftd abd is a cur to an comp ete to the best of my knowledge I understand that if
all required parts h ti a not completed and that if all required supporting
information and at nt r t included, this application package will be returned as
incomplete
Signature Date Cr d-5 asa p
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING
ADDRESS:
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTN Linda Lewis

0� t1;' 1 �'a rcw OFFICE USE�ONLY ' � " " � C1 � � � ,;;� ,"; ',
Date Received
Fee Paid IPermit Number
r%.
I 19,b� 35 uZ o ` o
r nc� ,�,'e d 1 1 z"-
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
Applicants name (specify the name of the corporation, individual, etc who owns the project)
Gulf Stream Foods of North Carolina, Inc
Print Owner/Signing Official's name aqd ttl ( iperson legally responsible for facility and compliance)
.ion T Vincent —Mmragm— re,5i kp-#"
Mailing Address for person listed in Item 2 above
1508 Military Cutoff Road, Suite 302
City Wtlmtt3gloai State
Telephone Number 910-256-0101
�►.�r��;�rflg�
4 Project Name (subdivision, facility, or establishment name — should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc )
Brookstone Subdivision
Location of Project (street address)
Sunset Harbor Road
City County Brunswick
Directions to project (from nearest major intersection)
From Wilmington, Exit 17S a, Southport -Supply Road (Route 211), make right onto Sunset Harbor Road
follow 1 5-2 miles project site is on the right
Latitude 33' 58' 06" N Longitude 780 13' 01" W of project
Contact person who can answer questions about the project
Name Garry S Pape, P E Telephone Number 910-256-9277
Form S W U-101 Version 3 99 Pagel of 4

II. PERMIT INFORMATION
1 Specify whether project is (check one) X New Renewal Modification
2 If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3 Specify the type of project (check one)
Low Density X High Density Redevelop General Permit Other
4 Additional Project Requirements (check applicable blanks)
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III PROJECT INFORMATION
I In the space provided below, summarize how Stormwater will be treated Also attach a detailed narrative
(one to two pages) describing stormwater management for the project
Stormwater will be treated by the use of 2-wet detention ponds
2 Stormwater runoff from this project drams to the Lumber River Basin
3 Total Project Area 3831 acres
4 Project But It Upon Area 23.7 %
5 How many drainage areas does the project have9 2
6 Complete the following information for each drainage area If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below
Basin Information
Drainage Area Pond 1
Drainage Area 2 Pond 2
Total Drainage Area
Receiving Stream Name
Mill Creek
Mill Creek
Mill Creek
Receiving Stream Class
C, SW
C, SW
C, SW
Drainage Area
627,409 sf
226,526 sf
1,668,784 sf
Existing Im ervious*Area
-0-
1 -0-
-0-
Proposed Impervious* Area
245,818 sf
88,809 sf
397,877 sf
% Impervious* Area (Total)
39 2%
39 2%
23 7%
Impervious* Surface Area
Draina e Area l
Draina e Area 2
Total Drainage Area
On -Site Lots
122,375 sf
39,875 sf
225,500 sf
On -Site Streets
123,443 sf
46,934 sf
170,377 sf
On -Site Parkin Paved Areas
-0-
-0-
-0-
On-Site Sidewalks
-0-
-0-
-0-
Other On -Site (Pump
Station
-0-
2,000 sf
2,000 sf
Off -Site
-0-
-0-
-0-
Total 245,818 sf
Total 88,809 sf
Total 397,877 sf
*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

7 How was the off -site impervious area listed above derived On site streets, 2,750 sf of impervious surface
per lot, 1,375 sf of impervious surface for half lots & 2,000 sf for Pump Station
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels, 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
2 No more than 2,750 square feet of any lot shall he covered by structures or impervious materials
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but 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 in excess of the permitted amount requires a state storiwater management permit
modification prior to construction
5 All permitted runoff from the 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 pen -nit supplement form(s) listed below must be submitted for
each BMP specified for this project Contact the Stormwater and General Permits 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

Vt SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ) A
complete package includes all of the items listed below The complete application package should be submitted to
the appropriate DWQ Regional Office
1 Please indicate that you have provided the following required information by initialing in the space provided
next to each item
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP S(t1 U
.p
• Detailed narrative description of stormwater treatmentlmanagement
• 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) Withers & Ravenel, Inc
Mailing Address 7040 Wrightsville Avenue, Suite 101
City Wilmington State NC
Phone [phone]
, (print or lype naim
certify that the infon
that the prof ct will I
Protective c enants
NCAC 214 1 0
S1
CERTIFICATION
Zip 24803
Fax [phone]
of person listed in Genera nformation, Item 2) Jon T Vincent
ation included on thi ermit application form is, to the best of my knowledge, correct and
constructed in c ormance with the approved plans, that the required deed restrictions and
ill be record , and that the proposed project complies with the requirements of 15A
Date ) U - V3
Form S W Lc 101 \ Version 3 99 Page 4 of 4

Permit No _S t,J-"G(00) 05
(to be pa ovrded by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an of iginal
DWQ Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details
1 PROJECT INFORMATION
Project Name Brookstone Subdivision
Contact Person Garry S Pape Phone Number 910-256-9277
For projects with multiple basins, specify which basin this workslleet applies to
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
I-orebay Volume
other pat ametet s
SA/DA I
Diameter of Orifice
Design Rainfall
Design "I SS Removal
Footnotes
24 50
3n_50
31 90
1
Pond 1
ft (floor of the basin)
ft (elevation of the orifice)
ft (elevation of the discharge structure overflor►)
sq ft (water surface at ea at the orifice elevation)
a (on -sate and off -site drainage to the basin)
ac (on -site and off -sate drainage to the basin)
44,404
cu ft
22,146
cu ft
9,249
cu ft
206
20
nt
1 0
[11
90
%
(combined volume of stain basin and forebay)
(volume detained above the petnaanent pool)
(appt oxinately 20% of total volume)
(surface area to drainage area ratio from, DWQ table)
(2 to S day tempos at y pool draw -down t equtred)
(minimum 85% required)
When using the Division SAIDA tables, the correct SAIDA natto for permanent pool sizing should be urnlputed based
upon the actual impervious % and permanent pool depth Linear interpolation should be employed to determine the
correct value for nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal
Form S W U-102 Rev 3 99 Page 1 of 4

11 REQUIRED ITEMS CHECKLIST
The following checklist outlines design iequirements per the Storniwatei Best Management Practices Manual (N C
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section 15 A
NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below If a requirement has not been met, attach justifieation
Applicant itials
a The permanent pool depth is between 3 and 6 feet (requned minimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
S� c The temporary pool controls runoff from the design stoim event
�S d The temporary pool draws down in 2 to 5 days
!v ( A e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
f The basin length to width *ratio is greater than 3 l
y g The basin side slopes above the permanent pool are no steeper than 3 1
`► h A submerged and vegetated perimeter shelf with a slope of 6 1 or leas (show detail)
Vegetative cover above the permanent pool elevation is specified
j A trash rack of similar device is provided for both the overflow and orifice
k A recorded djainage casement is provided for each basin including access to nearest right-of-way
l If the basin is used for sediment and erosion control during construction, clean out of the basin 15
specified pi Eoi to use as a wet detention basin
m A mechanism is specified which will dram the basin foi maintenance or an emergency
00nC Wf k1 DG D Clow I, \j1 Mee- 401 c.4, C" e-&In -, �fe
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT ,
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated
filter if one is provided
3 his system (check one) Q does Vb does not incorporate a vegetated filter at the outlet.
This system (check one) O does 0 does not incorporate pretreatment other than a forebay
form S W U- i 02 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
1 After every Significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i e catch basins, piping, swales, iiprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool d, epth reads 4•5 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3,75 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(Jill in the blanks)
Permanent Pool Elevation
Sediment Re oval El 75 0 nn''__ rr11 ,4'�i
-------------- -- Stdin.tnt RcmL.val EkVatl0n UD V 75`io
o-------------------- ------
Bottam Etc at'an 25, /� ----------------------
Bottom Elevation 25%
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of

7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name
Title In e! &.19 e2 - A) 6
Addr
Phon
Sign,
Date
��uv3
Note The legally responsible party should not be a homeowim, association unless more than 50% of the, lots have, been sold and a
resident of the subdivision has been named the president
_�f
I, OAk& of `W�K. �IC1w� , a Notary Public. for the State of 1 nf, t/U T hhhf1,,
County of New Aehovet, , do hereby certify that DA VID ReAd Pa-tf-eRj0A J#. _
personally appeared before me this ay day of �� bek 299k __, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witne,,s my hand and official seal,
K''4���
i
m s t�OTgq�'`
i }
�• A�81• I c :• z
y •,
�i����/O/ en C QV�' "'\4'
I�rlruttttt►►�
�
&1& f
My commission expires �,/r/3 LW
Fonn SWU-102 Rev 3 99 Page 4 of 4

t
i
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t
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i
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Permit No 5(-D S c" l ,
(to be pi ovided by DWO)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This farm may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete storinwater management plan submittal includes an application form, a wet detention basin supplement foi
each basin, design calculations, and plans and specifications showing all basin and outlet structure details
I PROJECT INFORMATION
Project Name Brookstone Subdivision
Contact Person
—Garil S Pape Phone Number 910-256-9277
Foi projects with inultiple basins, specify which basin this workshect applies to Pond 2
elevalnons
Basin Bottom Elevation 2000 ft (floor of the basin)
Permanent Pool Elevation 2600 ft (elevation of the orifice)
fenipoiary Pool Elevation 2730 ft (elevation of the discharge structure overflo►i°)
areas
Permanent Pool Surface Area 5,422 sq ft (watet s urface at ea at the of fce elevation)
Drainage Area 5 20 ac (aii-site and off -site drainage to the basin)
Impervious Area 204 ac (on -site and off -site drainage to the basin)
volumes
Permanent Pool Volume
I einporary Pool Volume
Forebay Volume
other paranietei s
SA/DA 1
Diametei of Oi ifice
Design Rainfall
Design TSS Removal
Footnotes
10,438 _cu ft (combined volume of main bus in and forebay)
7,979 cu ft (volume detained above the permanent pool)
2,127 cu ft (appi oxnmately 20% of total volume)
2 06 (viv face area to drainage area ratio fi oni DWQ table)
1 0 vi (2 to 5 day lemporar), pool drain -down requned)
1 0 in
90 % (minimum 85% i equn ed)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth Linear interpolation should be employed to determine the
correct value for nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basil is designed to
provide 90% 1 SS removal The NCDENR BMP manual provides design tables for both 85% TSS icmoval and 90%
TSS removal
Fonn SWU-102 Rev 3 99 Page 1 of

II REQUIRED ITEMS CHECKLIST
The following checklist outlines design iequiremenk per the Stormwater Best Management Practices Manual (N C
Department of Environment, I lealth and Natural Resources, February y 1999) and Administrative Code Section 15 A
NCAC 211 1008
Initial in the space provided to indicate the following design iequirements have been met and supporting documentation is
attached If the applicant has designated an agent in the Stormwater Management Permit Application Foi in, the agent may
initial below If a requirement has not been met, attach justification.
Apple ants ials
a The permanent pool depth is between 3 and 6 feet (required niinunum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
e The temporary pool controls runoff from the design storm event
Sd The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
f The basil length to width *ratio is gieater than 3 1
g The basin side slopes above the permanent pool ate no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
r Vegetative cover above, the permanent pool elevation is specified
J A trash rack or similar device is provided for both the ovei flow and orifice
k A recorded drainage easement is provided foi each basin including access to nearest right-of-way
I If the basin is used for sediment and ciosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin
5 in A mechanism is specified which will drain the basin for maintenance or an emergency
t,,j be e4 LoW✓► h� 01e ki, ,«c.1 t'nec�n5 i"� requ,iite ,
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT t
The wet detention basin system 15 defined as the wet detention basin, pictreatment including foiebays and the vegetated
filter if one is piovided
This systein (check one) O does 00 does not incorporate a vegetated filter at the outlet.
This system (check one) O does (X does not incorporate pretreatment other than a forebay.
Foim SWU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i e catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 45
When the permanent pool depth reads 'J,O
lect in the amain pond, the sediment shall be removed
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation (S.y,c-10
Sediment Re aval El(� 75
-_ _ Sediment Removal Llcvatior 2�,� 75{/u ___-- _
Bottom Elc '
t
on Zi' % ----------------------- ------------------- ------
Bottom Elevation 20,00 25%
FOREBAY
MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 3 99 Page 3 of 4

7 All components of the wet detention basin system shall be maintained in good working order
I acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name O,?y/0 12EP D
Title M ejDbee 'M nlvhc�,- r
Address 3d /1 ,D/1� d� ut� a��G !IM ! n h /v Ca�uo3
Phone �a /Q
Signature / f
Date c+�1660
Dote The legally responsible party Should not be a homeowners association unlc-ss more than 50% of tk lots have been sold and I
r"ident of the subdivision has been named the president
a Notary Public, for the State of fidA?T '{ Oah7114OV
County of New A ghl um , do hereby certify hat ,noto Read., Q
personally appeared before me this day of belt 00 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
�`P��,A K.hyl'�y��i��i
i
A
•�'•••.......••'.�• c
oV�R G 00V
e, " -A
&ZK-
My commission expires 2 A PUd 011,
Form SWU-102 Rev 3 99 Page 4 of

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State Stormwater Management Systems
Permit No SW8 060105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH POCKETS OF HIGH DENSITY
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
David Read Patterson, Jr, & RJ Land Group, LLC
Brookstone Subdivision
Sunset Harbor Road, Supply, Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds and a 25% low
density subdivision 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 February 27, 2016, and
shall be subject to the following specified conditions and limitations
I. DESIGN STANDARDS
This stormwater system has been approved for the management of stormwater
runoff as described in Section 18 on page 3 of this permit The subdivision is
permitted for 82 lots, each allowed a maximum of 2,750 square feet of built -upon
area
2 The overall tract built -upon area percentage for the project must be maintained
at 25% per the requirements of Section 1005 of the stormwater rules
3 Approved plans and specifications for protects covered by this permit are
incorporated by reference and are enforceable parts of the permit
4 Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters
5 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
6 The runoff from all collection systems within the permitted drainage areas of this
project must be directed into the permitted stormwater control system
7 All roof drains must terminate at least 30' from the mean high water mark
Page 2 of 9

State Stormwater Management Systems
Permit No SW8 060105
8 The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times
+ 8 4; d (ilij 1 el Eli 4 �
i
fsf
3%NY
a,
Drainage Area
Onsite
Offsite
Acres
ft
ft2
1440
627,409
0
520
226,526
0
Total Impervious Surfaces
Lots at 2,750 sf/lot
Roads/Parking
Sidewalks
Other
Offsite
ft 2
245,818
122,375
123,443
0
0
0
88,809
39,875
46,934
0
2,000
0
Pond Depth
feet
60
60
TSS removal efficiency
%
90
90
Design Storm
inches
1 0
1 0
Permanent Pool Elevation
FMSL
305
260
Permitted Surface Area @PP
14,595
5,422
Permitted Storage Volume
ft
22,146
7,979
Storage Elevation
FMSL
31 9
273
Controlling Orifice
"fly pipe
20
1 0
Permanent Pool Volume
ft
44,404
10,438
Forebay Volume
ft
9,249
2,127
Maximum Fountain
Horsepower
HP
1/6
1/8
Receiving Stream
�a`If,a"`�'' '! �{`�
�� �y 3? l pgf
Mill Creek
River Basin
1r" 10 o
Lumber
Stream Index Number
15-25-1-18-(1)
Classification of Water Body
C,Sw,HQW
II SCHEDULE OF COMPLIANCE
1 The stormwater management system, swales and other vegetated conveyances
shall be constructed in their entirety, vegetated, and be operational for their
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 swales or other vegetated conveyances will be repaired immediately
3 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
4 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
5 Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans
Page 3of9

State Stormwater Management Systems
Permit No SW8 060105
6 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 of the items shown on the approved plans, including
the stormwater management system, design concept, 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, or selling of the project area
f Filling in, altering or piping any vegetative conveyance shown on the
approved plan
7 The Director may determine that other revisions to the project should require a
modification to the permit
8 The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request
9 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
10 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
11 Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual
12 The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner, provided that the permittee complies with the
requirements of Section 11 of this permit
13 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
14 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 060105
15 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
16 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
Personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
17 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
18 If the permittee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plans reviewed must include all
proposed built -upon area (BUA) Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit
19 Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot
Recorded deed restrictions must include, as a minimum, the following
statements related to stormwater management
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060105, as issued
by the Division of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit
c These covenants are to run with the land and be binding on all persons
and parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality
e Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality
f The maximum built -upon area per lot is 2,750 square feet This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina,
but does not include raised, open wood decking, or the water surface of
swimming pools
g Filling in or piping of any vegetative conveyances (ditches, swales, etc
ated )
associwith the development except for average driveway crossings,
is strictly prohibited by any persons
h Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters
i All roof drains shall terminate at least 30' from the mean high water marls
20 The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 060105
21 Decorative sprayy, fountains will be allowed in the stormwater treatment system,
subject to the following criteria The fountain must draw its water from less than 2'
below the permanent pool surface
a Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
b The falling water from the fountain must be centered in the pond, away
from the shoreline
c The maximum horsepower for the fountain's pump is based on the
permanent pool volume
d The maximum pump power for a fountain in pond 1 is 116 HP, in pond 2,
the maximum pump power is 118HP
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan The
project must be in good standing with DWQ The approval of this request will be
considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request
3 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
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The 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 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days
9 A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction
Page 6 of 9

State Stormwater Management Systems
Permit No SW8 060105
Permit issued an�tra erred this the 17th day of January 2007
NORT CAROLINA ENVI ONMENTAL MANAGEMENT COMMISSION
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060105
Page 7 of 9

W a r,�9pG
7
r
y
0 �
October 19, 2006
Mr David Read Patterson, Jr, Member/Manager
RJ Land Group, Inc LLC
6329 Oleander Drive, Suite 200
Wilmington, NC 28403
Subject- Transfer of Ownership
Brookstone Subdivision
Stormwater Project No SW8 060105
Brunswick County
Dear Mr Patterson
Michael F Easley, Governer
William G Ross Jr , Secretary
North Carolina Department of Em ironment and Natural Resources
Alan W Klimek, P E Director
Division of Water Quality
On September 25, 2006, the Division received your request to have this stormwater permit
transferred over to you Unfortunately, there are several pieces of required documentation that
are missing from the package, which must be provided prior to transferring the permit
Please submit a copy of the recorded deed restrictions If no lots have yet been sold, a
recorded copy is not required However, you will need to sign, date, notarize and return the
attached document Please note that the permit requires that the deed restrictions be
recorded prior to selling lots, and that a copy of the recorded document be submitted to the
Division within 30 days of recording
The original permit also allowed for the construction of two (2) wet detention ponds As the
new applicant, you will need to sign, date, notarize and return the attached supplement forms,
which stipulate the design criteria and required maintenance procedures for each pond
It is my understanding that the subdivision is currently under construction therefore the ponds
should be fully constructed, operational and vegetated, as required by Mr Vincent's permit
Prior to transferring a permit to a third party, it is the Division's policy that the ponds be certified
by an appropriate professional, indicating that they have been constructed in accordance with
the approved plans If you wish to go ahead and accept the ponds in their current condition
without requiring Mr Vincent to provide the certifications, please advise the Division in writing
Once the permit is transferred to you, you become the responsible party for correcting any
compliance issues
If you have any questions, please do not hesitate to call me at [phone]
Sincerely,
1
Linda Lewis
Environmental Engineer II
ENBlarl SIWQSISTORMWATERILETTERS120061060105 oct06
cc Garry Pape, P E , Withers & Ravenel
Jon Vincent
One
Linda Lewis Carolina
NbuNaturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Intemet www newateryuality org Fax [phone]
An Equal OpportunitylAHirmaGve Action Employer— 50% Recycled110% Post Consumer Paper

r
Permit No 3 , ` ' C` i L (,'l
(to be pi ovided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMI I' APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
T17r3form may be photocopied foi use as an of iginal
DWQ Stormwater Management Plan Review
A complete storinwater inanagenicnt plan submittal includes an application forin, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet sti ucture details
1. PROJECT INFORMATION
Project Name Brookstone Subdivision
Contact Person Garry S Pape Phone Number 910-256-9277
For projects with multiple basins, specify winch basin this worksheet applies to Pond 1
elevations
Basin Bottons Elevation 24 50 ft (floor of the basin)
Perranent Pool Elevation 30.50 ft (elevatton of the ortfi(e)
Temporary Pool Elevation 31 90 ft (elevutton of the discharge structui e overflom)
areas
Permanent Pool Sui face Area
Drainage Area
Impervious Area
voluir7es
Peitnanent Pool Volume,
Tempotary Pool Volume
F'orebay Volume
other pai unialei s
SAIDA l
Diameter of Or rfice
Design Rainfall
Design I SS Removal
Footnotes
sq it (water suiface ai ea at the orifice elevation)
14.40_ ac (on -site and off -rite drainage to the basi)7)
5 64 ac (on -site and off -site diainage to the basin)
44,404 cu ft (con76ined volume of n7ain basii7 and foreba))
_ 22,146 cu ft (volume detained above the poi inanenl pool)
9,249 c,u ft (appi oxiinately 20% of total volume)
206 (surface ai ea to chainage area ratio front, DWQ table)
20 111 (2 to 5 do), tennpoi uiy pool draw -dome i equired)
1 0 111
90 % (minimum 85% required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual linpervlous % and permanent pool depth Linear interpolation should be einployed to determine the
correct value for nonstandaid table entries
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
piovrde 90% TSS removal I he NCDENR BMP manual provides deogn tables for both 85% TSS removal and 90%
TSS removal
Form SWU-102 Rev 3 99 Page 1 of

Il REQUIRED ITEMS CIILCKLISI
The following checklist outlines design iequucnunts pci the Storniwatei Best Management Practices Manual (NC
Department of Environment, Health and Natutal Resources, F'ehruary 1999) and Adinimstrative Code Sec.Uoii 15 A
NCAC 2H 1008
Initial in the space provided to indicate the following design requirements havc been met and supporting documentation is
attached If the applicant has de,,ignated an agent in the Stoimwater Management Permit Application Form, the agent may
initial below If a requirement has not been met, attach justification
Applicanitials
a The permanent pool depth is between 3 and 6 feet (iequned minimum of 3 feet)
b File forebay volume is appi ommately equal to 20% of the bassi volume
S� c The temporary pool controls runoff from the design storm event
�S d The temporary pool draws down in 2 to 5 days
N" ' e if required, a 30-foot vegetative falter is provided at the outlet (include non -erosive flow calculations)
5 f The basin length to width *ratio is gicater than 3 1
5 g The basin side slopes above the permanent pool ate no steeper than 3 1
R,j h A submerged and vegetated pet imetei shelf, ith a slope of 6 1 or less (show detail)
4 i Vegetative cover above the pet manent pool elevation is specified
I A trash tack of similar device is provided for both the overflow and orifice
k A recorded diainabe easement is provided for each basin including access to nearest tight -of -way
1 It the basin IS used for sediment and croston control during construction, clean out of the basin rs
specs Fed pi rot to use as a wct detention basin
in A mechanisin is spccif led which will drain the basin lot maintenance of an emergency
�On� t,j �C-_?v.MPAOwi" 1jI �MP_(l0.riC4( r''eOGn) "; (e- IkA -rec'
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT I
3 he wet detention basin system is defined as the wet detention basin, pieticatinent including foiebays and the vegetated
(filter if one is provided
This system (che(,k one) 0 does does not incorporate a vegetated filter at the outlet
This system ((hec.k one) 0 does does not incorporate pretreatment other than a forebay.
I-oi in S W U-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
I After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition
b Check and clear the orifice of any obstiuctions such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove bash as needed
3 Inspect and repair the collection system (i e catch basins, piping, swales, riprap, etc. ) quaiterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below) Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adveisely impact watei quality (i e
stockpiling near a wet detention basin or stream, et(. )
1
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool d, epth reads 4.5 feet in the main pond, the sediment shall be removed
When the permanent pool depth reads 3,75 feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(Jill rn the blanks)
0 GG Pc rmaneni Pool rlc.v anon
Sedinient Rei oval EI & r J 75 0 � =4 5
-------------- -- Sedimont RLmoval I Icvation aP o 75`Yu
Bottom tale anon 215 5 /o�
a ----------------------------------------- --o -- _
Bottom UI(Vation Z4 25/o 15i
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
If the basin must be drained for an emergency of to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical
Form SWU-102 Rev 199 Pagc 3 of 4

7 All components of the wet detention basin system shall be maintained in good woiking order
acknowledge and agree by my signature below that I am iesponsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name
Title
Address
Phone
Signature _
Date
Note The legally responsible, party should not be a homeowners. association unless moie than 50% of the. lots have beLn sold and a
resident of the subdn ision has been named the president
I, , a Notary Public for the State of
County of do heieby certify that
personally appeared before me this day of , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expi
Form SWU-102 Rcv 3 99 Page 4 of 4

Permit No `7t �) C L C I ( `5
(to he p) owded by D1,VQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
S1 ORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
I his form may be photocopied for uve as an of iginal
DWO Storinwater Managerricnt Plan Review
A complete stoinnwater management plan submittal includes an application form, a wet detention basin tiupplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details
1. PROJECT INFORMATION
Prgjec,t Name Brookstone Subdivision
Contact Pei son Garry S Pa
Phone Nuinber 910-256-9277
Foi piojects with multiple basins, specify which basin this woikshect applies to Pond 2
elevations
Basin Bottom Elevation 2000 ft (Hoot ofthe basin)
Pernanent Pool Elevation 26 00 ft (elevation of the orifice)
Tenipoiary Pool Elevation 27 30 ft (elevation ofthe di0iargfe structuie overflow)
areas
Permanent Pool Surface Area
Drainage Area
Innpeivious Area
vol uine.s
Permanent Pool Volume
I-einpoiary Pool Volume
Foiebay Voluine
other pat anietci s
SA/DA 1
Diametei of Or tlice
Design Rainfall
Design TSS Reinoval2
I,00tnotes
5,422 _sq ft (water surface ai ea at the orifice elevation)
5 20 ac (on -site and off -site drainage to the basin)
2 04 ac (on -site and off -site drainage to the has in)
10,438 cu ft (conibuied voluine of main has in and fix ehav)
7,979 cu ft (voliune detained above the permanent pool)
2,127 cu ft (appi oxiinately 20% of total volunie)
206 (surface area to drainage area iatto fioin, DIVQ table)
1 0 In (2 to 5 day temporary pool draw -down required)
1 0 ill
90 % (minimum 85% r eyuu ed)
When using the Division SAIDA tables, the coircct SAIDA ratio for permanent pool Sizing should be computed based
upon the actual impervious % and permanent pool depth Linear interpolation should be employed to determine the
correct valiic for nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter riiay be waived if the wet detention basin is designed to
provide 90% 1SS removal The NCDENR BMP manual provides design tables for both 85% `TSS iemoval and 909/v
ISS iernoval
Forin S W U-102 Rev 3 99 Page I of 4

II REQUIRED ITEMS CHECKLIST
Fhe following checklist outline,, design iequiremment,, per the Storrnwatei Best Management PiaLtILCs Manual (N C
Deparunent of Environment, Health and Nattnal Resources, Febivaiy 1999) and Administrative Code Section 15 A
NCAC 21-1 1008
Initial in the space provided to Indicate the following design iequirements have been met and supporting doCUmentatloll is
attached If the applicant has designated an agent in the Stot inwater Management Perimrt Application Foi in, the agent may
initial below If a requirement has not been met, attach justification
AppliVants )4Vt ials
N<0
The permanent pool depth is between 3 and 6 feet (requmed iminrmuin of 3 feet)
-I he forebay volume r,, apptoxnnately equal to 20% of the, basin volume
The temporal pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
e If requned, a 30-foot vegetative filter i,, provided at the outlet (m(.lude non -erosive flow calculations)
f 1 lie basin length to width *ratio is greater than 3 1
g The basin tide slope,, above the permanent pool ale no steeper than 3 1
h A submerged and vegetated peritnetei shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
J A trash rack of smular device is provided for both the oveiflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-of-way
l If the basil is used for sediment and ci osron c.onti of dining construction, clean out of the basin is
specified prior to use as a wet detention basin
5 in A mechanism is specified which .N i11 drain the basin for maintenance or an emerrgenL. '
,n ?o� uj'k� be iPuAryeL Lown hI �te��•wv«c1 rhec�n5 i"t re�u;r,ej,
III WET DETENTION BASIN OPERA PION AND MAINTENANCE AGREEMENT t
The wet detention ba,,in System is defined as the wet detc..nhou basin, pietreatment including foiebays and the vegetated
filter if one is provided
This system (check one) 0 does (A does not incorporate a vegetated filler at the outlet
This s� stem (check one) O does (W does not incorporate pe etreatment other than a forebay
Foi in S W U-102 Rev 3 99 Page. 2 of 4

Maintenance activities shall be pet formed as follows
1 After every significant runoff producing rainfall event and it least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumuldtion,
vegetated cover, and general condition
b Check and clear the orifice of any obstructions Such that drawdown of the temporary pool occurs within
2 to 5 days as designed
2 Repair eroded areas Immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (I c catch basins, piping, swales, riprap, etc ) quarterly to maintain
proper functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (See diagram below) Removed sediment shall be disposed of
in an appiopriate manner and shall be handled in a manner that will not adversely impact water quality (I e
stockpiling near a wet detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads 4-5
When the permanent pool depth reads 'J 0
feet In the main pond, the sediment shall be removed
feet in the forebay, the Sediment shall be removed
BASIN DIAGRAM
(10 rn the blonk�)
p Punianent Pool Llwation &P C0
Sediment Re ova] ) 12Z3.0 75` o ii
Sediment Removd] Tlevauon 21 15 75%
-------------- — /o Bottom tale ation ZZ�O o -------------------- j------------- -_ - ------
BottomE]tvinon 2000 25%
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to glow along the vegetated shelf and foiebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency dram shall be minnnized to the maximum extent practical
Form SWU-lot Rev 3 99 Pabc 3 of

7 All components of the wet detention basin system shall be maintained in good working order
1 acknowledge and agree by my signature below that 1 am responsible for the performance, of the seven
maintenance procedures listed above 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name
Title
Address
Phone
Signature
Date
Note The legally responsible party should not be a homeownus association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president
1,
County of
a Notary Public for the State of
do hereby certify that
personally appeared before irie this day of
execution of the forgoing wet detention basin maintenance requirements
SEAL
My commission expires
Form S WU-102 RL v 3 99 Page 4 of 4
and acknowledge the due
Witness my hand and official seal,

In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots
will be subdivided and sold Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level
I, 02+r1d R P2+er_-k)n,_1r acknowledge and affirm by my signature below, that I will cause the
following deed restrictions and protective covenants to be recorded for %3rrxjcsfyhe S k-o(lVi 5100
prior to the sale of any lot
1 The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit NumberSMv C.YoO/O5 , as issued by the Division of Water Quality under
NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is ?-q 15U square feet This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, back, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools
7 in the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two
8 Filling in or piping of any vegetative conveyances (ditches, swales, etc) associated with the
development except for average driveway crossings, is strictly prohibited by any persons
9 Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters
90 All roof drains shall terminate at least 30' from the mean high water mark of surface waters
Signature
State of , County of
do hereby certify that
before me this the
day of
Date
a Notary Public in the
onally appeared
20 , and acknowledge
the due execution of the foregoing instrument Witness my hand and official seal,
SEAL
Signature
My Commission expires
ccp ��

In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots
will be subdivided and sold Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level
I, 02Y1 . P2*0---k ,,_5K% acknowledge and affirm by my signature below, that I will c�a��{{se the
following deed restrictions and protective covenants to be recorded for l3►tdc5fyne Su,%Ci'VI'S1!oO
prior to the sale of any lot
1 The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Numb erSu8 C*0toS , as issued by the Division of Water Quality under
NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is . 2 �y square feet This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
nght-of-way between the front lot line and the edge of the pavement Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools
7 In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management
calculates a different maximum allowable built -upon area for that lot than is shown herein, the
governing maximum built -upon area for that lot shall be the most restrictive of the two
8 Filling in or piping of any vegetative conveyances (ditches, swales, etc ) associated with the
development except for average driveway crossings, is strictly prohibited by any persons
9 Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters
10 All roof drains shall i t t least 30' from the mean high watermark of surface waters
Signature R ~/V? Date /0 h i% Ob
1, a R LA K WAS-lOuj _ a Notary Public in the
Stateof Nd1jj i ORPO/thou CountyofAleuJ AQhaueg ,
do hereby certify that _. R 910 �-p6d " If ' ttion JR, personally appeared
before me this the a 'fir day of &c4pbea , 20O(Q, and acknowledge
the due execution of the foregoing instrument Witness my hand and official seal,
AA
\,`� QVA
Signature P �j•
H
My Commission expires �"d Q = m k
Liai
.yy•.,• $C •;r
ON
��i � g �(1Dh �igrruluttttt�
RY D

L ..)z dt- I -�)] vj I
a
I r
! , s
1 � Z
V � .

Brookstone
Subject: Brookstone
From: "Garry Pape" <GPape@wlthersravenel com>
Date: Wed, 18 Oct 2006 07 02 08 -0400
To: "Linda Lewis" <lmda lewis@ncmail net>
Linda,
From what I can tell the ponds have not yet been built Sorry for the delay in getting this answer back to
you Thanks -Garry
GARRY 8 PAPE, PC
W1TmERS, & RAVEINIEL
704o Mightsvilte Avenue, SWtx toy i Wilmington. w C 284a&3
lei qto 256 92771 tex 910 256 2594
1 of 1 10/18/2006 8 01 AM

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO Cameron Weaver
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
LETTER �F TRANSMITTAL
DATE 0 '2 /06
JOB NO 2o438400
ATTENTION Cameron Weaver
PHONE#
RE. Brookstone
Y
4
*.
❑ Attached ❑ Under separate cover via
❑ Prints ❑ Plans ❑ Samples
❑ Change order ❑ Diskette ® Other
v
the following items.
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
i
Change of Ownership Form for Brookstone Subdivision SW$ 06010
THESE ARE TRANSMITTED as checked below-
® For approval ❑ Approved as submitted
❑ for your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO File SIGNED
- Garry S. Pape, P.E
If enclosures are notes noted, kindlynot0 us at once

Page 1 of
aaINA
North Carolina
Elaine F Marshall DEPARTMENTOF "f FIE
Secretary SECRETARY of STATE
Corporations
"Corporations Home
•Important Notice
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*Corporations Division
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Print
*Printable Page
PO Box 29622 Raleigh. NC 27626-0622 t919j8O7-2000
Date 10/16/2006
Click here to
View Document Filings 1
Print apre-populated Annual Report Form I Annual Report Count 1 Fil
an Annual Report I
Corporation Names
Name Name Type
NC R1 Land Group LLC Legal
Limited Liability Company Information
SOSID
0832845
Status
Current -Active
Date Formed
2/16/2006
Citizenship
Domestic
State of Inc
NC
Duration
Perpetual
Registered Agent
Agent Name
Registered Office Address
Registered Mailing
Address
Principal Office Address
Principal Mailing Address
Patterson, David Read, Jr
6329 Oleander Dr
Suite 200
Wilmington INC 28403
6329 Oleander Dr
Suite 200
Wilmington INC 28403
6329 Oleander Dr Suite 200
Wilmington NC 28403
6329 Oleander Dr Suite 200
Wilmington NC 28403
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster
http I/www secretary state ne us/Corporations/Corp aspxVitemld=7917490 10/16/2006

J
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID 832845
Date Filed 317/2006 4 21 00 PM
Elaine F Marshall
North Carolina 5cLretary of State
C2006104400135
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 as limited liabilitycompany ]
1 The name of the limited liability company is J 47 e�,QOUQ
2 if the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve (If no date for dissolution is specified, there shall be no
lima on the duration of the limited liability company )
3 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, or anizer or both Note This document must be signed by all persons listed herek
avIt/ 4 A f5a>, e r 4oTtT JaAIV 64M Cf5I-e/- — 07-4
C359 o /eats. e 04i v< 6 321 oleA4, A e AKo-e
IV, l rn n cri� , /V 6 '� 9Yo 3 l✓i nR hn, t /r'/G �3"L/o 3
4 The street address and g
county of theoffice
initial registered oce of the limited liabilitycompany is
C�'
Number and Street 33-21 oleQl-k c A.'e �7/4" f� �?ao
City, State, Zip Code Wll/�iR�j T�'�t , lv� �28 y037 County A w Al w-ele-,
5 The mailing address, if different from the street address, of the initial registered off ce is
S k rn.s-:7 f n6 The name of the initial registered agent is AyiClA461 ^Q rJd11 "
7 Principal office information (Select either a orb)
a D'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 6 A oApp el Ald`e 7G� coke p-)OC)
City, State, Zip Code , In i /1 C County
The mailing address, tf different from the street address, of the principal office of the corporation is
b ❑ The limited liability company does not have a principal office

Check one of the following
X (i) Member -managed LLC all members by virtue of their status as members shall be
managers of this limited liability company
(n) 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
Any other provisions which the limited Lability company elects to include are attached
10 These articles will be effective upon filing, unless a date and/or time Is specified
l his fs theZ day of rtq(u4ry_--,2006
Lure "
Type or Print Name and Title
NO`I ES
I Filing fee is $125 This document must be filed with the Secretary of State
CORPORATIONS DIVISION P O Box 29622 RALEIGH, NC 27626-0622
(Revised danuary 2002) (17ornr L-01)
Instructions for Filing

SOSID 0832845
Date Filed 4/14/21106 2.48 00 PM
LIMITED LIABILITY COMPANY Elaine F Marshall
North Carolina Secretary of State
ANNUAL REPORT 2006 104 00369
NAME OF LIMITED LIABILITY COMPANY Rj Land Group LLC
STATE OF INCORPORATION NC
SECRETARY OF STATE L L C ID NUMBER 0832845 FEDERAL EMPLOYER ID NUMBER 54-2195580
NATURE OF BUSINESS Real Estate Development
REGISTERED AGENT Patterson, David Read, , Jr
REGISTERED OFFICE MAILING ADDRESS 6329 Oleander Dr
Suite 200
Wilmington, NC 28403
REGISTERED OFFICE STREET ADDRESS 6329 Oleander Dr
Suite 200
Wilmington, NC 28403 County New H ver
SIGNATURE OF THE NEW REGISTERED AGENT
S1ONA I URE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE TELEPHONE NUMBER 910-794-8542
PRINCIPAL OFFICE MAILING ADDRESS
PRINCIPAL OFFICE STREET ADDRESS
6329 Oleander Dr
Suite 200
Wilmington, NC 28403
6329 Oleander Dr
Suite 200
Wilmington, NC 28403
MANAGERS/MEMBERS/ORGANIZERS
David Read Patterson Jr John Lancaster
Title Member -manager Title Member
21 Shore Drive
Wrightsvllk Beach, NC 28480 ,
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
David Road Patterson 4/14/2006
FORM MUST BE STONED BY A MANAOhR MEMBBR
DATE
David Read Patterson Mamger/Metnber
TYPE OR PRINT NAME TYPE OR PRINT TI'TU
ANNUAL REPORT PEE E-Paid MAIL TO Secretary of State • Crnpomuone Divnion • Post Ofoe Box 29525 • Ralaigb, NC 2762"525
'�_ IIIYIIIY IIIIIIIIIIIIIIV IIIIIIIIIIhI�IIIIIV
'I

Michael f Easley Governor
William G Ross Jr Secretary
North Carolina Department of Environment and Natural Resources
Alan W KIrmek, P E Director
Division of Water Quality
February 27, 2006
Mr Jon T Vincent, President
Gulf Stream Foods of North Carolina, Inc
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403
Subject- Stormwater Permit No SW8 060105
Brookstone Subdivision
Low Density Subdivision Permit with Pockets of High Density
Brunswick County
Dear Mr Vincent
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Brookstone Subdivision on February 23, 2006 Staff review of the plans and
specifications has determined that the prot1ect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H 1000 We are forwarding Permit No SW8 060105,
dated February 27, 2006, for the construction of the subject protect
This permit shall be effective from the date of issuance until February 27 2016, and shall be
subject to the conditions and limitations as specified therein Please pay special attention to
the Operation and Maintenance requirements in this permit Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P O Drawer 27447, Raleigh, NC 27611-7447 Unless such demands
are made this permit shall be final and binding
If you have any questions, or need additional information concerning this matter, please
contact either Robert Gordon or me at [phone]
Sincere yf
Edward�eck
Regional Supervisor
Surface Water Protection Section
ENBlydg S 1WQSISTORMWATIPERMIT1060105 feb06
cc Garry Pape, PE
Delaney Aycock, Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Robert Gordon
Wilmington Regional Office
Central Files one
No thCarohna
Jl aturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877 623-6748
Wilmington Regional Office Wilmington, NC 28405 Fax [phone] Internet V3wW,oC%katLrcluaht�p
An Equal opportunily/Affirmatve Acton Employer — 50% Recycledil0% Post Consumer Paper

.r
State Stormwater Management Systems
Permit No SW8 060105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT WITH POCKETS OF HIGH DENSITY
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr Jon T Vincent & Gulf Stream Foods of North Carolina, Inc
Brookstone Subdivision
Brunswick County
FOR THE
construction, operation and maintenance of 2 wet detention ponds and a 25% low
density subdivision 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 February 27, 2016, and
shall be subject to the following specified conditions and limitations
I DESIGN STANDARDS
1 This stormwater system has been approved for the management of stormwater
runoff as described in Section 18 on page 3 of this permit The subdivision is
permitted for 82 lots, each allowed 2,750 square feet of built -upon area
2 The overall tract built -upon area percentage for the project must be maintained
at 25% per the requirements of Section 1005 of the stormwater rules
3 Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit
4 Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters
5 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
6 The runoff from all collection systems within the permitted drainage areas of this
project must be directed into the permitted stormwater control system
7 All roof drains must terminate at least 30' from the mean high water mark
Page 2 of 9

,►
State Stormwater Management Systems
Permit No SW8 060105
8 The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided to the system at all times
t 4g�' Y Nr�yy A�3'- t 3
1^ �_, S��i 9��3k XZ, �x yf"' _.i ttPi f 4 l`3?t'Si II;Units
� !S a �
st,o- a%E Pond #1�cs=g.
�:<k`Pond9#2b§4a'�,a=
Drainage Area
Acres
1440
520
Onsite
ftZ
627,409
226,526
Offsite
ftZ
0
0
Total Impervious Surfaces
245,818
88,809
Lots at 2,750 sfllot
122,375
39,875
Roads/Parking
ftz
123,443
46,934
Sidewalks
0
0
Other
0
2,000
Offsite
0
0
Pond Depth
feet
60
60
TSS removal efficiency
%
90
90
Design Storm
inches
1 0
1 0
Permanent Pool Elevation
FMSL
305
260
Permitted Surface Area @PP
ft
14,595
5,422
Permitted Storage Volume
ft
22,146
7,979
Storage Elevation
FMSL
31 9
273
Controlling Orifice
"0 pipe
20
1 0
Permanent Pool Volume
ft
44,404
10,438
Forebay Volume
ft 3
9,249
2,127
Maximum Fountain
HP
116
118
Horsepower
Receiving Streamr�n„�"s;
Mill Creek
River Basin�''.n
ki+ E
Lumber
Stream Index Number
�r�sz,;`Ee�
15-25-1-18-(1)
Classification of Water Body
C,Sw,HQW
II. SCHEDULE OF COMPLIANCE
1 The stormwater management system, swales and other vegetated conveyances
shall be constructed in their entirety, vegetated, and be operational for their
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 swales or other vegetated conveyances will be repaired immediately
3 No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage
feature (such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division
4 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
5 Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements T e final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans
Page 3 of 9

�T
State Stormwater Management Systems
Permit No SW8 060105
6 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 of the items shown on the approved plans, including
the stormwater management system, design concept, 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, or selling of the project area
f Filling in, altering or piping any vegetative conveyance shown on the
approved plan
7 The Director may determine that other revisions to the project should require a
modification to the permit
8 The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request
9 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
10 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
11 Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established to the North Carolina Erosion and
Sediment Control Planning and Design Manual
12 The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner, provided that the permittee complies with the
requirements of Section 11 of this permit
13 Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools
14 The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes
d Immediate repair of eroded areas
e Maintenance of side slopes in accordance with approved plans and
specifications
Page 4 of 9

State Stormwater Management Systems
Permit No SW8 060105
15 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
16 Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel The facility must be in compliance with all permit conditions Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer Records of maintenance activities performed to date will be
required
17 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
18 If the permittee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plans reviewed must include all
proposed built -upon area (BUA) Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit
19 Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot
Recorded deed restrictions must include, as a minimum, the following
statements related to stormwater management
a The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 060105, as issued
by the Division of Water Quality under NCAC 2H 1000
b The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit
c These covenants are to run with the land and be binding on all persons
and parties claiming under them
d The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality
e Alteration of the drainage as shown on the approved plans may not take
We
without the concurrence of the Division of Water Quality
f The maximum built -upon area per lot is 2,750 square feet This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, and coqu ina,
but does not include raised, open wood decking, or the water surface of
swimming pools
g Filling in or piping of any vegetative conveyances (ditches, swales, etc )
associated with the development except for average driveway crossings,
is strictly prohibited by any persons
h Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters
i All roof drains shall terminate at least 30' from the mean high water mark
20 The permittee shall submit a copy of the recorded deed restrictions within 3 0
days of the date of recording
Page 5 of 9

State Stormwater Management Systems
Permit No SW8 060105
21 Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria The fountain must draw its water from less than 2'
below the permanent pool surface
a Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond
b The falling water from the fountain must be centered in the pond, away
from the shoreline
c The maximum horsepower for the fountain's pump is based on the
permanent pool volume
d The maximum pump power for a fountain in pond 1 is 116 HP, in pond 2,
the maximum pump power is 118HP
III GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director I n the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan The
project must be in good standing with DWQ The approval of this request will be
considered on its merits and may or may not be approved
2 The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request
3 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
4 The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction
5 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems
6 The 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 Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours
8 The permittee shall notify the Division of any name, ownership or mailing
address changes within 30 days
Page 6 of 9

State Storrnwater Management Systems
Permit No SW8 060105
9 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
Permit issued this the 27h day of February, 2006
1-11
NORT AROLINA �JV 71 1,2NMENTAL MANAGEMENT COMMISSION
------ � � ''-�- '= = -----------------
for Alan W Klimek, P E , Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 060105
Page 7 of 9

State Storrwater Management Systems
Permit No SW8 060105
Brookstone Subdivision
Stormwater Permit No SW8 060105
Brunswick County
Designer's Certification
Page 1 of 2
i, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodical IylweeklylfuII
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 are a part of this Certification
Noted deviations from approved plans and specifications
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No SW8 060105
Certification Requirements Page 2 of 2
1 The drainage area to the system contains approximately the permitted
acreage
2 The drainage area to the system contains no more than the permitted
amount of built -upon area
,3 All the built -upon area associated with the project is graded such that the
runoff drains to the system
4 All roof drains are located such that the runoff is directed into the system
5 The outlet/bypass structure elevations are per the approved plan
6 The outlet structure is located per the approved plans
7 Trash rack is provided on the outlet/bypass structure
8 All slopes are grassed with permanent vegetation
9 Vegetated slopes are no steeper than 3 1
.10 The inlets are located per the approved plans and do not cause short-
circuiting of the system
11 The permitted amounts of surface area and/or volume have been
provided
12 Required drawdown devices are correctly sized per the approved plans
13 All required design depths are provided
14 All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter
15 The required dimensions of the system are provided, per the approved
plan
cc NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 9 of 9

Permit No S L� En(po! us
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details
1. PROJECT INFORMATION
Project Name Brookstone Subdivision
Contact Person
Garry S. Pape Phone Number 910-256-9277
For projects with multiple basins, specify which basin this worksheet applies to
elevations
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
areas
Permanent Pool Surface Area
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
SA/DA I
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes
Pond 1
2450 ft (floor of the basin)
30 50 ft (elevation of the orifice)
3190 ft (elevation of the discharge structure overflow)
sq ft. (water surface area at the orifice elevation)
ac (on-stie and off-s tie drainage to the basin)
ac (on-6tieand off-s tie drainage to the basin)
44,404
cu ft
22,146
cu ft
9,249
eu ft
206
20
in
1 0
in
90
%
(combined volume of nnam basin and forehay)
(volume detained above the permanent pool)
(approximately 20% of total volume)
(surface area to drainage area ratio from, DWQ table)
(2 to 5 day temporary pool draw -down required)
(minimum 85% required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth Linear interpolation should be employed to determine the
correct value for nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal
Form S W U-102 Rev 3 99 Page I of 4

H. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N C
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section 15 A
NCAC 211 1008
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below If a requirement has not been met, attach justification.
Applicant itials
a The permanent pool depth is between 3 and 6 feet (required nunimum of 3 feet)
b The forebay volume is approximately equal to 20% of the basin volume
5� c The temporary pool controls runoff from the design storm event
�S d The temporary pool draws down in 2 to 5 days
Ne If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
f The basin length to width *ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
j A trash rack or similar device is provided for both the overflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-of-way
1 If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin
Sm A mechanism is specified which will dram the basin for maintenance or an emergency
M'ear,' 1�7 f e-C L. & ee
l I ,
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated
filter if one is provided
This system (check one) O does does not incorporate a vegetated filter at the outlet.
This system (check one) O does does not incorporate pretreatment other than a forebay.
Farm S W U-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch basins, piping, swales, riprap, etc ) quarterly to maintain proper
functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i a stockpiling near a wet
detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth
reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads I 1 S feet in the main pond, the sediment shall be removed
When the permanent pool depth reads �'ZS feet in the forebay, the sediment shall be removed
Sediment
Bottom
El 74.4
S.
BASIN DIAGRAM
(fill to the blanks)
Permanent Pool Elevation 3 0, 50
75
Sediment Removal Elevation 24.00
Bottom Elevation ,2-4, 50
FOREBAY MAIN POND
75%
25%
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
6 If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical
7 All components of the wet detention basin system shall be maintained in good working order
Form S W U-102 Rev 3 99 Page 3 of 4

Iacknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party
Print name Jon T Vincent
Title N4 narer— -Pr es LSA
Address 1508 Military Cutoff Road. Suite 302 Wilminaton. N
Phone 910-//256- 101
Date � I — b G
Signature
Note The le�lly ible party should not be a homeowners association unless more than 50% of the lots
have be n sold a resident of the subdivision has been named the president
a Notary Public for the State of NCiu��ROu� ,
County of iJ� do hereby certify that �Q N
personally appeared before me this day of,, and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
27
ti L^ ti
SEAL
My commission expires
Form S W U-102 Rev 3 99 Page 4 of 4

Permit No f2tag0.LC) ()S
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use av an original
DWQ Storinwater Management Plan Review
A complete stormwater management plan submittal includes an application form, a wet detention basin supplement for
each basin, design calculations, and plans and specifications showing all basin and outlet structure details
1. PROJECT INFORMATION
Project Name Brookstone Subdivision
Contact Person
Garry S Pape Phone Number 910-256-9277
For projects with multiple basins, specify which basin this worksheet applies to
Pond 2
elevations
Basin Bottom Elevation 2000 ft (floor of the basin)
Permanent Pool Elevation 2600 ft (elevation of the orifice)
Temporary Pool Elevation 2730 ft (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 5,422 sq ft (water surface area at the orifice elevation)
Drainage Area 520 ac (on -site and off -site drainage to the basin)
lmpervious Area 204 ac (on -site and off -site drainage to the bavin)
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
other parameters
SAIDA 1
Diameter of Orifice
Design Rainfall
Design TSS Removal
Footnotes
10,438 cu ft (combined volume of main basin and forebay)
7,979 cu ft (volume detained above the permanent pool)
2,127 cu ft (approximately 20% of total volume)
206 (surface area to drainage area ratio from, DWQ table)
1 0 in (2 to 5 day temporary pool draw -down required)
10 in
90 % (minimum 85% required)
When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based
upon the actual impervious % and permanent pool depth Linear interpolation should be employed to determine the
correct value for nonstandard table entries
In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to
provide 90% TSS removal The NCDENR BMP manual provides design tables for both 85% TSS removal and 90%
TSS removal
Form S W U- 102 Rev 3 99 Page I of 4

H REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual (N C
Department of Environment, Ilealth and Natural Resources, February 1999) and Administrative Code Section 15 A
NCAC 2H 1008
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is
attached If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent may
initial below If a requirement has not been met, attach justification.
AppliVants Yt ials
FU
H�o
The permanent pool depth is between 3 and G feet (required minimum of feet)
The forebay volume is approximately equal to 20% of the basin volume
The temporary pool controls runoff from the design storm event
The temporary pool draws down in 2 to 5 days
e If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow calculations)
f The basin length to width *ratio is greater than 3 1
g The basin side slopes above the permanent pool are no steeper than 3 1
h A submerged and vegetated perimeter shelf with a slope of 6 1 or less (show detail)
i Vegetative cover above the permanent pool elevation is specified
J A trash rack or similar device is provided for both the overflow and orifice
k A recorded drainage easement is provided for each basin including access to nearest right-of-way
I If the basin is used for sediment and erosion control during construction, clean out of the basin is
specified prior to use as a wet detention basin
in A mechanism is specified which will dram the basin for maintenance or an emergency
tj'kk1 be PUN? Lower bI Meer" I � Celtx;fel,
III WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated
filter if one is provided
This system (check one) O does (9 does not incorporate a vegetated filter at the outlet.
This system (check one) O does (9 does not incorporate pretreatment other than a forebay.
Form S WU-102 Rev 3 99 Page 2 of 4

Maintenance activities shall be performed as follows
After every significant runoff producing rainfall event and at least monthly
a Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, vegetated
cover, and general condition
b Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within 2
to 5 days as designed
2 Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed
3 Inspect and repair the collection system (i a catch banns, piping, swales, riprap, etc ) quarterly to maintain proper
functioning
4 Remove accumulated sediment from the wet detention basin system semi-annually or when depth is reduced to
75% of the original design depth (see diagram below) Removed sediment shall be disposed of in an appropriate
manner and shall be handled in a manner that will not adversely impact water quality (i a stockpilmg near a wet
detention basin or stream, etc )
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth
reading and not readily penetrate into accumulated sediments
When the permanent pool depth reads t s S feet in the main pond, the sediment shall be removed
When the permanent pool depth reads
Sediment
Bottom
El 23.00
Z.�
feet in the forebay, the sediment shall be removed
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation24,00
1
Sediment Removal Elevation Z[•
Bottom Elevation 20.Dp ��T____175%
25%
FOREBAY MAIN POND
5 Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface These
plants shall be encouraged to grow along the vegetated shelf and forebay berm
G If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical
7 All components of the wet detention basin system shall be maintained in good working order
Form S W U-102 Rev 3 99 Page 3 of 4

I` acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures lasted 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 Jon T Vincent
Title Manager flr2s i
Address 1508 Military Cutoff Road, Suite 302 Wilmington, North Carolina 28403
Phone
Date 1` k — l —1 U (0
Signature
Note The legally %QJible party should not be a homeowners association unless more than 50% of the lots
have be n sold Niaa resident of the subdivision has been named the president
a Notary Public for the State of 1 V S�(R.T A slf� 'fin 1=4 X-1,
County ofdo hereby certify that
personally appeared before me this day of� 2LI&6nd acknowledge the due
execution of the forgoing wet detention basin maintenance requirements Witness my hand and official seal,
SEAL
My commission expires tatzi:z l 2zlo%
t~orm SWU-102 Rev 3 99 Page 4 of 4

L F �
February 21, 2006
NCDENR
Division of Water Quality
127 Cardinal Drive Extension ���aFr���D
Wilmington, North Carolina 28405 FEB 2 3 2006
c/o Mr Robert Gordon
BY.
Re Brookstone Subdivision
Stormwater Application #SW8 060105
Mr Gordon
This purpose of thiA letter is to provid the State of North Carolina Department of
Environmental and atural Resourc Division of Water Quality (NCDENR DWQ)
assurance that the at ached informat on pertaining to deed restrictions and protective
covena4CCove
ity Reside tial Subdivisions will be incorporated into the final
Declaras Conditi ns and Restrictions for the Brookstone Subdivision
(Signed
tvificent— anager
am Foods of North Carolina, Inc
(Date)
I, t4,, a Notary Public of the County of VJVA&) �AAmt� State
of North Carolina, hereby certify that7nV._j_ _X__,N(_% Qzjrzj%�_ appeared personally
before me this day and being duly sworn acknowledged that the above form was executed
by him
Witness my hand and notarial seal, this _ day of , 20tS)\,a^
Not
SEAL
- wr - --
� - = My commission expires Ct)FW'SL
t
- SL �

INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H 1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots
will be subdivided and sold Deed restrictions and protective covenants are necessary to ensure that the
development maintains a "built -upon" area consistent with the applicable regulation governing the density
level The following deed restrictions and covenants must be recorded prior to the sale of any lot
I The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8 060105 as issued by the Division of Water Quality under
NCAC 2H 1000
2 The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwaterm anagement pennit
3 These covenants are to run with the land and be binding on all persons and parties claiming
under them
4 The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality
5 Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality
6 The maximum allowable built -upon area per lot is 2,750 square feet This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement Built upon area includes, but
is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools
7 In the case of a lot within CAMA's regulated AEC, if the built -upon area for that lot, as calculated
by CAMA, is less than the amount shown in these restrictions, the most restrictive BUA will be the
maximum permitted limit for that lot
8 Filling in or piping of any vegetative conveyances (ditches, swales, etc) associated with the
development except for average driveway crossings, is strictly prohibited by any persons
9 Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters
10 All roof drains shall terminate at least 30' from the mean high water mark of surface waters

0
WITHERS & RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To Rob Gordon
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
LUTER OF TRANSMMAL
DATE 02/2 /2006
IOBNO 20438400
ATTENTION Rob Gordon
PHONE#
RE. Brookstone Subdivision
Stormwater Permit SW8 06010
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop Drawings ❑ Prints ® Plans ❑ Samples
❑ Copy of Letter ❑ Change order ❑ Diskette ® Other
the following items
❑ Specifications
COPIES I DATE I DESCRIPTION
02/22/2006 Sample Deed Restrictions with Letter
THESE ARE TRANSMITTED as checked below
E For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
For approval
COPYTO File
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
SIGNED - Garry S. Pape, P.F.
If enclosures are notes noted, klndlynotify us at once

WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYCIRS
7040 Wrightsville Avenue, Suite ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To Robert Gordon
NC Division of Water Quali
227 Cardinal Drive Ext.
Wilmington, NC 284o5
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
❑ Attached
❑ Pnnts
❑ Change order
LE7TEQ OFT° ° NSM17AL
DATE 01/26/06
log No 20438400
1
ATTENTION Robert Gordon
PHONE#
796-73o7
RE Brookstone
Stormwater Application #SW8 o6o10
❑ Under separate cover via
® Plans ❑ Samples
❑ Diskette ❑
the following items•
❑ Specifications
COPIES
DATE
NO
DESCRIPTION
2
Revised sets of plans for stormwater permit
2
Copies of Revised Stormwater narrative and calculations
2
Stormwater Management Permit Application Form Pages 1
2
Pond #1 Form SWU-sot Wet Detention Basin Supplement Pages 1-2
2
Pond #2 Form SWU-sot Wet Detention Basin Supplement Pages 1-2
1
Sample Deed Restrictions
1
Comment/Response Letter
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
For aoDroval
COPY TO File
❑ Resubmit
❑ Submit
❑ Return
SIGNED•
copies for approvai
copies for distribution
corrected prints
- Gan S. Pape, P.E.
r
Ifenclosures are not as noted, kindly notify us at once

WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
January 26, 2006
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
c/o Mr Robert Gordon
Re Brookstone Subdivision
Stormwater Application #SW8 060105, Request for Additional Information
Mr Gordon
We have received your request for additional information, dated January 17, 2006 The
following notes outline our responses to your requests and address how the requests have
been addressed, and identify the changes to the plan
According to the proposed contour data provided, the majority of the perimeter
lots may (at least) partially drain into the road (and to the ponds) Although the
project it overall low -density (and all lots are not required to be collected), the
ponds are required to be sized for all surfaces draining to the system The
drainage note on sheet 12 is not sufficient to exclude a lot from the drainage area
The drainage area map must be clearly supported by contour data Please
resubmit with contours that support the drainage area map or resize the ponds to
accommodate a more appropriate drainage area
Response: The ponds have been resized to accommodate the additional
drainage areas as shown on sheet 12.
2 The longitude of the project coordinates appears incorrect on the application
Response: The longitude for the project has been corrected on the
application.
3 Note —1 have corrected the Applicants name to Gulf Stream Foods of North
Carolina, Inc (to match the Secretary of State) Please correct the applicant's
title on the application and supplements
Response: The applicant's title has been corrected on the application.
4 Please provide dimensions of the permanent pool for each pond
Response: Dimensions for the permanent pools of the ponds has been
shown on sheet 4.
7040 Wrightsville Avenue, Suite io1 Wilmington, North Carolina 28403 tel [phone] fax [phone]
www wlthersravenel com

t
WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
5 Please specify a maximum trash rack opening of 4 "
Response: A maximum trash rack opening of 4" has been shown on sheet
17.
6 Please provide sample deed restrictions for the project
Response: Sample deed restrictions for the project are attached.
7 Please add a note to the drawings indicating how pond will he drained for
maintenance A note specifying a pump was included on the application, but it
needs to be on the drawings as well
Response: A note has been added to sheet 19.
I trust the responses to the comments will adequately address your concerns Please
contact me immediately at 910-256-9277 or gpaye a,withersravenel corn if you have any
questions or require additional information
Sincerely,
WITHERS &RAVENEL, INC.
8 C'(
Garry S Pa ,
Vr-
Project Manager
7040 Wrightsville Avenue, Suite toi Wilmington, North Carolina 28403 tel [phone] fax [phone]
www wdhersravenel com

P 1
COMMUNICATION RESULT REPORT ( JAN 17 2006 10 33AM ) * * *
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE
--------------------------------------------------------------------------------------------------
174 MEMORY TX 92562584 OK P 3/3
REASON FOR ERROR
E--1) HANG UP OR LINE FOIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX OVER SHEEN`
Bate; January 17, 2006 No. of Pages: 3
To: Garry Pape, PE A
From: Robert Gordon
Express permitting section
Company: Withers & Ravenel FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number:SW8 0601OS
Project Name: Brookstons Subdivision
MESSAGE:
,Attached is the request for additional information for Brockstone Subdivision,
The original will be mailed to the applicant and a copy will also be mailed to you
Please call if you have any questions Thanksl

Date
To:
Company.
FAX #-
FAX COVER SHEET
January 17, 2006 No. of Pages: 3
Garry Pape, PE From: Robert Gordon
Express permitting section
Withers & Ravenel FAX # [phone]
256-2584
Phone # [phone]
DWQ Stormwater Project Number•SW8 060105
Project Name- Brookstone Subdivision
MESSAGE:
Attached is the request for additional information for Brookstone Subdivision
The original will be mailed to the applicant and a copy will also be mailed to you
Please call if you have any questions Thanks'

�OF W A TFR Michael F Easley, Governor
�O G William G Ross, Jr, Secretary
�!s r North Carolina Department of Environment and Natural Resources
p r Alan W Klimek, P E Director
Division of Water Quality
January 17, 2006
Mr Jon Vincent
Gulf Stream Foods of North Carolina, NC
1508 Military Cutoff Road, Suite 302
Wilmington, NC 28403
Subject, Request for Additional Information
Stormwater Project No. SW8 060105
Brookstone Subdivision
Brunswick County
Dear Mr Vincent
The Wilmington Regional Office received a Stormwater Management Permit Application for
Brookstone Subdivision on January 10, 2006 A preliminary review of that information has
determined that the application is not complete The following information is needed to
continue the stormwater review
1 According to the proposed contour data provided, the majority of the perimeter lots may
(at least) partially drain into the road (and to the ponds) Although the project is overall
low -density (and all lots are not required to be collected), the ponds are required to be
sized for all surfaces draining to the system The drainage note on sheet 12 is not
sufficient to exclude a lot from the drainage area The drainage area map must be
clearly supported by contour data Please resubmit with contours that support the
drainage area map or resize the ponds to accommodate a more appropriate drainage
area
2 The longitude of the projec coordinates a pears incorrect on the application
3 Note — I have corrected the Applicant am to Gulf Stream Foods of North Carolina,
Inc (to match the Secretary of Sta Please correct the applicants title on the
application and supplements
4 Please provide dimensions of the perm ent pool for each pond
5 Please specify a maximum trMh rack opening of 4"
6 Please provide sample dell rictions for the project
7 Please add a note to the dr w gs indicating how pond will be drained for maintenance
A note specifying a pump w included on the application, but it needs to be on the
drawings as well
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 January 29, 2006, or the
application will be returned as incomplete The return of a project will necessitate resubmittal of
all required items, including the application fee
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer 5ervicel 877-623 6748
Wilmington Regional office Wilmington, NC 28405 3845 FAX [phone] Internet h2o enr state nc us One
NorthCarolina
An Equal opportunitylAffirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

Brookstone Subdivision
January 17, 2006
Stormwater Permit # SW8 060105
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter The
request must indicate the date by which you expect to submit the required information
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215 1 and is subject
to enforcement action pursuant to NCGS 143-215 6A
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,
Robert D Gordon
Environmental Engineer II
ENBIRDG SIWQSISTORMWATERIADDINFO120051060105jan17
cc Garry Pape, PE, Withers & Ravenel
Robert D Gordon

WITHERS &- RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
7040 Wrightsville Avenue, Suite tos
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
To Cameron Weaver
_ NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
USSR!: R1:1012 �R711�►'MTf�TITA L
DATE 01 10 06
loa NO 2o438400
I
ATTENnON Cameron Weaver
PHONE N
796-73o7
RE
- - e an
r' Ut,Tr
i
❑ Attached ❑ Under separate cover via the following items
❑ Prints ® Plans ❑ Samples ❑ Specifica ions
❑ Change order ❑ Diskette ❑
COPIES
DATE
NO
DESCRIPTION jj V-
2
Sets of plans for stormwater permito
2
Copies of stormwater narrative and calcu ations
2
Stormwater Management Permit Application Form (one on inal, one copy)
2
Pond #i Form SWU-lot Wet Detention Basin Supplement (one original, one copy)
2
Pond #2 Form SWU-102 Wet Detention Basin Supplement (one on final ne copy)
THESE ARE TRANSMITTED as checked below
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS.
For approval
❑ Resubmit
❑ Submit
❑ Return
1
701
O WC r
f �1
copies for aar'Sval L
copies for distribution`
corrected prints C6 5 (J
Ifenclosures are not as noted, kindly notlfyus at once

i'" T+irs"s$•C7j5E', Zfl J NHUP�Hl1E5,PTH s,,- ,"++ }F.. .
s " 1508 MILfTARY,CUTOFF� RD
; ,+t „�� WILMlNGTON; NC 28403ittl,*N�`-; `',=J`t,
` �� PH 910-'256-0101 " F c i�i *` :*t
i� �3,I V �r}■�tkf k tyst+}e`� �y)y i4cr.rt J k
78tIlk .j NVi�CIV "
PAY TOT
n, nonce nr'i1, r44t" i
F
CEIVED
AN 0 6 2006

Express Pem-utting Review - Brookstone Subdivision/Jordan Tract
Subject: Express Permitting Review - Brookstone Subdivision/Jordan Tract From: "Garry Pape" <GPape@wtthersravenel com> , 40 yy ,
Date: Mon, 5 Dec 2005 09 25 36 -0500 0_�V/
To: <Cameron Weaver@ncmail net>
CC: <carol miller@ncmatl net>, "Mark Hargrove" <MHargrove@wrthersravenel com>
Cameron,
We are ready to schedule for review for the above referenced project for Erosion Control and Stormwater
Permit Thank you -Garry Pape C4\ 11_) ]_
BARRY 5 PAPE�,~�P, E
WITHERS C- RAVENgL
Toga Mghtsrllle Avenue, Suite tat € WIImingto44 N C 284o3
teL qw x56 9277 € fax ytu 250 258+4
1 of 1 12/5/2005 2 56 PM

RE Village Landing Express Pernvt Review Pre App
Subject: RE Village Landing Express Permit Review Pre App
From. "Garry Pape" <GPape@withersravenel com>
Date: Tue, 6 Dec 2005 13 18 47 -0500
To: "Cameron Weaver" <Cameron Weaver@ncmail net>
I will revise the request and send it back to you, our wetlands guy is
going out to investigate tomorrow I've been out there and it doesn't
appear to be any wetlands and if there are they are in the very rear of
the property and we wou C Also, did you
get my request for th Brookstone Subdivision Express review for
Stormwater o o a s ere any comments from
Paul on th ro]ect we submitted last week9 Thanks for you
help - Gar
-----Original Message-----
FromCameron Weaver [mailto Cameron Weavergencmail net]
Sent Tuesday, December 06, 2005 11 07 AM
To Garry Pape
Sub3ect Re Village Landing Express Permit Review Pre App
Hi Gary
As mentioned on the form that I sent you, the Wetlands portion of the
Request form must be addressed when requesting an Express Stormwater
permit Please make the proper notation on the wetlands section and
resend this request in to me for processing
Thanks
Cameron
Garry Pape wrote
[ Cameron,
Attached is the Request for Express Permit Review for a new pro3ect in
the Town of Leland Thanks - Garry
Garry S Pape, P E Withers & Ravenel Inc 7040 Wrightsville
Ave ,Suite 101, Wilmington, NC 28403
tel [phone] fax [phone] cell 910 279 3312
http_//www withersravenel com chttp^//www withersravenel com/>
1 of 1 12/6/2005 1 25 PM

NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone] �{ �--
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weaveancmarl net along with a narrative and vicinity map of the project location
Projects must be submitted by 9.00 A M of the review date, unless prior arrangements are made
APPLICANT Name Jon Vincent
Company GSF & J Properties, LLC
Address 1508 Military Cutt-Off Road, Suite 302�CitylState_ Wilmington, NC Zip 28403 County New Hanover_
Phone [phone] Fax [phone] Email
PROJECT Name Brookstone Subdivision - Brunswick Count
PROJECT SYSTEM(S) TRIBUTARY TO Mill Creek (STREAM NAME) —Cape Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Withers & Ravenel Inc — Mark Hargrove
Address_7040 Wrightsville Avenue_ CitylState Wilmington, NC Zip 28403 County New Hanover
Phone [phone] Fax [phone] Email mhargrove .withersravenel com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls, Stream Name
® STORMWA TER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ® Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with +l- 16 acres to be disturbed
WETLANDS (401) Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ® yes ❑ No
Check all that apply Wetlands Will Be Impacted ® Yes ❑ No Wetland Impacts +/ 0 15 Acre(s)
Wetlands Delineation has been completed ® Yes ❑ No ❑ Buffers Impacted Acre(s)
USACOE Approval of Delineation completed ® Yes ❑ No
404 Application in process w/USACOE ❑Yes ®No I Permit received from USACE ❑Yes ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
For DENR use only
SUBMITTAL DATES Fee Split for multiple permits
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

eke '/
NCDENR
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s)
FAX or email to Cameron Weaveancmad.net along with a narrative and vlcln1t map of the project location
Projects must be submitted by 9-00 A M of the review date, unless prior arrangements are made
APPLICANT Name Jon Vincent
Company GSF & J Properties, LLC
Address_1508 Military Cutt-Off Road, Suite 302�City/State_Wilmington, NC Zip 28403 County New Hanover
Phone [phone] Fax [phone] Email
PROJECT Name Brookstone Subdivision -Brunswick County
PROJECT SYSTEM(S) TRIBUTARY TO Mill Creek (STREAM NAME) Cape Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Withers & Ravenel, Inc — Mark Hargrove
Address_7040 Wrightsville Avenue City/State Wilmington, NC _ Zip 28403 County New Hanover
Phone [phone] Fax [phone] Email_mhargrove@withersravenel com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination, # of stream calls, Stream Name
® STORMWA TER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ® Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off Site
----- -----------------------------------------------------------------------------------------------------------------------------------------------
❑ COASTAL
❑ Excavation & Fill
❑ Bridges & Culverts
❑ Structures Information
MANAGEMENT
❑ Upland Development
❑ Marina Development
❑ Urban Waterfront
® LAND QUALITY ® Erosion and Sedimentation Control Plan with +I- 16 acres to be disturbed
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
WETLANDS (401) Wetlands on Property ® Yes ❑ No Isolated Wetlands on Property ® yes ❑ No
Check all that apply Wetlands Will Be Impacted ® Yes ❑ No Wetland Impacts +l- 0 15 Acre(s)
Wetlands Delineation has been completed ® Yes ❑ No ❑ Buffers Impacted Acre(s)
USACOE Approval of Delineation completed ® Yes ❑ No
404 Application in process w1USACOE ❑Yes ®No I Permit received from USACE []Yes ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications
SUBMITTAL DATES
SW
CAMA
LQS
401
For DENR use only
Fee Split for multiple permits
Total Fee Amount $

Vicinity Map
(No Scale)

4
STORMWATER NARRATIVE
BROOKSTONE SUBDIVISION
BRUNSWICK COUNTY, NC
SITE DESCRIPTION
The ± 38 acre site is located on Sunset Harbor Road (S R 1 1 12) in Brunswick
County, North Carolina The site has approximately 11 acres of wetlands and is
flat in part of the site but has a significant grade change in the front of the site
adjacent to some of the wetlands The proposed project is anticipated to have
87 single-family lots
SOILS
The soils of the Brookstone Subdivision Project are primarily Kureb find sand (
Hydrologic group A) and Mandarin fine sand ( Hydrologic group C) complexes
The Kureb soils are excessively drained soils on uplands and the Mandarin soils
are poorly drained soils on uplands Hydrological Group "B/D and A/Y
STORM DRAINAGE DESIGN
The primary stormwater measures include sheet flow from the lots to the streets
then to curb inlets that pipe to grass swales The grassed swales will be used for
both treatment and detention to meet Brunswick County's pre and post
development flow requirements The grassed swales will have a berm at the
end to detain water during the 10-year events

TopoZone - The Web's Topographic Map
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0 03 06 09 12 15Ill G
0 0 2 0.4 0 6 0.8 1 mi
Map center is 330 58' 0611N, 780 13' 04'IW (WGS84/NAD83)
Lockwoods Folly quadrangle M=-8 711
Projection is UTM Zone 17 NAD83 Datum G=1 556
http Hwww topozone com/prtnt asp?z=17&n=3762133 99918004&e=757057 00018213&s 1/13/2006

NC DENR- DIVISON OF WATER QUALITY 2B 0300
0310 LUMBER RIVER BASIN
Classification
Name of Stream
Description
Class
Date
Index No
Camp Swamp
From source to
North
C,Sw
12/01/63
15-24-1
Carolina -South
Carolina
State Line
Deep Branch
From source to
North
C,Sw
12/01/63
15-24-2
Carolina -South
Carolina
State Line
Fall Swamp
From source to
Middle River
C SW
12/01/63
15-25-1-12-2-1
Beaverdam Swamp
From source to
Royal Oak
C,Sw
12/01/63
15-25-1-12-3
Swamp
Doe Creek (Big Doe Creek)
From source to
Lockwoods
C,Sw,HQW
08/01/90
15-25-1-13
Folly River
Little Doe Creek
From source to
Doe Creek
C,Sw,HQW
08/01/90
15-25-1-13-1
Sandy Branch (Lennons Creek)
From source to
Lockwoods
C,Sw,HQW
08/01/90
15-25-1-14
Folly River
Pamlico Creek (Pompeys
From source to
Brunswick
C,Sw,HQW
08/01/90
15-25-1-15-(1)
Creek)
County SR 1115
Pamlico Creek (Pompeys
From Brunswick
County SR
SC,HQW
OB/01/90
15-25-1-15-(2)
Creek)
1115 to Lockwoods Folly
River
Lockwoods Folly River
From Brunswick
County, SR
SA,HQW
12/13/79
15-25-1-(16)
1200 to Intra-coastal
Waterway
Stanberry Creek
From source to
Lockwoods
C,Sw,HQW
08/01/90
15-25-1-17
Folly River
Mill Creek
From source to
Brunswick
C,Sw,HQW
08/01/90
15-25-1-18-(1)
County SR 1112
Mill Creek
From Brunswick
County SR
SA,HQW
12/O1/63
15-25-1-18-(2)
1112 to Lockwoods Folly
River
Mullet Creek
From source to
Lockwoods
SA,HQW
12/01/63
15-25-1-19
Folly River
Lockwoods Creek
From source to
Lockwoods
SA,HQW
12/01/63
15-25-1-20
Folly River
Spring Creek
From source to
Lockwoods
SA,HQW
12/01/63
15-25-1-21
Folly River
Shallotte River
From source to
N C Hwy 130
C,Sw,HQW
08/01/90
15-25-2-{I)
Saw Pit Swamp
From source to
Shallotte
C,Sw
12/01/63
15-25-2-2
River
Cool Run
From source to
Shallotte
C,Sw
12/01/63
15-25-2-3
Raver
McMilly Swamp
From source to
Shallotte
C,Sw
12/01/63
15-25-2-4
Raver
Lookout Branch
From source t0
Shallotte
C,Sw,HQW
08/01/90
15-25-2-4 5
River
Shallotte Raver
From N C Hwy
130 to ❑ S
SC
12/01/63
15-25-2-(5)
Hwy 17
Meetinghouse Branch
From source to
Shallotte
C,Sw
03/01/77
15-25-2-6
River
19

SOSID 0181416
Date Filed 9/26/2005 2 23 00 PM
Elaine F Marshall
CD-47S (39) Business Corporation floe tact farm North Carolina Secretary of State
9-19 t)3 Conflict the N
North Carolina Annual Report Annual Report 2005 269 00809
Liability Partne
Name of Corporation GULF STREAM FOODS OF NORTH CAROLINA , INC
State of Incorporatian NC Fiscal Year Ending 12 —31— 0 4
Month / Osy ! Year
Secretary of State Corp ID Number 0181416 Federal Employer ID Number 561577673
It this is the initial annual report (fling, you must complete the entire form If your business corporation's
Information has not changed since the previous report, check the box and complete line 7 only
1 Registered agent & registered office street address (Must be a North Carolina Address)
Name
Street Address
City, State, Zip Code County
2 Mailing address If different from street address
Mailing Address
City, State, Zip Code
3 it registered agent changed, signature of new agent:
(signature tonsfitutes toneeni to the appointment)
4 Enter principal office address and telephone number here
Street Address 1508 MILITARY CUT—OFF ROAD, STE 302
City, State, Zip Code W I LM INGTON , NC 28403 Telephone (910) 2 5 6 — 0101
5 Briefly describe the nature of business
ACCOMODATION & FOOD
6 Enter name, title and business address of principal officers here
Complete Form CD-479A to list additional principal officers
Name Title
Address
C State Zip
Name Title
Address
city State Zip
Name.
Address
7. Certification of
459511 / 12 02 04
or
7oM of corp�ortratttii�o�n)
II f,t' K)i
Title
by all corporations),
/d
Date
Title
r—,_ - r am - , I — — i -- _ —A. _

DETENTION POND ANALYSIS FILE NAME G IDATAIWPDATAIWQSIPOND1060105-2 WK1
PROJECT # SW8 060105-2 REVIEWER R Gordon
PROJECT NAME B rookstone S D
DATE 07-Feb-06
Receiving Stream Mill Creek Class C,Sw,HQW
Drainage Basin Lumber Index No 15-25-1-18-(1)
Site Area 38 31 acres
Drainage Area 22,13 square feet Area = 5 20 acres
IMPERVIOUS AREAS
Rational C
Lots 3987500 square feet
Streets 4693400 square feet
Pump Station 200000 square feet
square feet
square feet
square feet
TOTAL 88899 a0 square feet Rational Cc= 012
SURFACE AREA CALCULATION
% IMPERVIOUS
39 20%
SAIDA Ratio
2 06%
Des Depth
6
Req SA
4667 sf
TSS
90
Prov SA
$42 sf
VOLUME CALCULATION * place a 'T' in the box if Rational is used
Rational ?*
Des Storm
100 inches
Rv=
040
Bottom
20 msl
Perm Pool
8 00 msl
Design Pool
273 msl
Design SA
6878 sf
Req Volume
t*i0 cf
Prov Volume
79961 cf
ORIFICE CALCULATION
Avg Head =
Flow Q2, cfs
Flow Q5, cfs
No of Orifices
Diameter, inches
Drawdown =
063 ft
0 044 cfs
0 018 cfs
1
100 weir H x W
4.2 days
FOREBAY
Perm Pool Volume=
Req Forebay Volume=
Provided Volume=
Percent=
SA @ _
Elevation=
Q2 Area =
Q5 Area =
Orifice Area
Q=
in
COMMENTS
Surface Area, Volume and Orifice are within Design Guideline:
10438
20876
212700
0 4
1 66
sq in
0 66
sq in
0 79
sq in
0 021
cfs
x
in

DETENTION POND ANALYSIS FILE NAME G 1DATAIWPDATAIWQSIPOND1060105-1 WK1
PROJECT # SW8 060105-1 REVIEWER R Gordon
PROJECT NAME B rookstone S D
DATE
07-Feb-06
Receiving Stream
Mill Creek
Class
C,Sw,HQW
Drainage Basin
Lumber
Index No
15-25-1-18-(1)
Site Area
38 31 acres
Drainage Area
627409,,
square feet
Area =
14 40 acres
IMPERVIOUS AREAS
Lots
Streets
TOTAL
SURFACE AREA CALCULATION
% IMPERVIOUS 39 18%
Des Depth 6
TSS 90
Rational C
122375 00 square feet
123443 00 square feet
square feet
square feet
square feet
square feet
24 !8, square feet
Rational Cc= 012
SAIDA Ratio 2 06%
Req SA 12918 sf
Prov SA i499 sf
VOLUME CALCULATION * place a "1" in the box if Rational is used
Rational ?*
Des Storm
100 inches
Rv=
040
Bottom
24 5 msl
Perm Pool
3? msl
Design Pool
31 9 msl
Design SA
17058 sf
Req Volume
2' m I cf
Prov Volume
2U157 1 cf
ORIFICE CALCULATION
Avg Head =
Flow Q2, cfs
Flow Q5, cfs
No of Orifices
Diameter, inches
Drawdown =
066 ft
0 122 cfs
0 049 cfs
1
200 weir HxW
2.9 days
FOREBAY
Perm Pool Volume=
Req Forebay Volume=
Provided Volume=
Percent=
SA @ _
Elevation=
Q2 Area =
Q5 Area =
Orifice Area
Q=
in
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines
44404
88808
924900
2 8%
4 49
sq in
1 80
sq in
3 14
sq in
0 085
cfs
x
in