SW8070671_Historical File_20130712

i
Intracoastal Engineering PLLc
.0
IP-CEIVE
JUL 1 1 2013
July 11, 2013
NCDENR
Kelly Johnson REC�
Division of Water Quality JUL 1 120'13
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Middle Sound Village
Modification SW8-07o671
PN 2013-001
Dear Ms. Johnson,
In response to your letter dated June 25, 2013, please find enclosed revised
Infiltration Basin Supplements and Calculations for Basins #1 & #2.
In response to your request for additional information:
W"'"Walking Path:
a. Mulch Path: Please verify that the mulch path is counted as the sidewalk
impervious area in the impervious summary.
b. Bridges: There is a walking path around the northeast side (the basins'
side) of the project. There are two wooden bridges noted so that water can
flow under them. One is over swale #7 and the other is over the vegetated
area between the outlet of basin #2 and its scour hole (which is allowed
because it was previously permitted.) I will include the following
statement in the permit text rather than specify the designs of the bridges
on the plans: "The basin must be operated with a Soft vegetated filter.
Neither of the vegetated filter designs, which incorporate scour holes, has
changed since the previous permit issued on January 25, 20o8. The
walking path at the northeast side of the property has two wooden
footbridges. One is over Swale 7, and the other is over the vegetated area
between the outlet of basin #2 and its scour hole. These bridges must be
constructed such that they do not impede water flow in the areas that they
cross."
i. The impervious area for the mulch path totals 1957 sf. We have
added 330 sf to Basin #1 and 1627 sf to Basin #2. See attached
Infiltration Basin Supplements.
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

Q.l Allies: Please verify that the two allies noted on the plans are included in the
impervious area summary.
a. All roads, drives and allies/parking were included in the impervious area
summary.
3 Drainage Easements: Please show the dimensions and locations of the drainage
easements for the two basins and filter strips on the plans.
a. This design is for a townhome community. All areas of the property,
except for the buildings themselves, are considered Open Space, Common
Area, Access, maintenance, and drainage easements. See Notes 4, 9, and
12.
4. Permeable Pavement: Please verify that though permeable pavement appears on
the plans that you aren't proposing it for impervious credit. I don't see any
calculations or supplements/O&M for it, and so I believe that that is the
intention?
a. Yes, that is correct; we are not proposing it for impervious credit.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Narles6e,
FGF-INIEt

.r
7/11/2013 Middle Sound Village 2013-001
CDC Infiltration Basin No 1
10-year Storm
WATERSHED DATA
Total Drainage Area
sq. ft. acres
174,894 4.02
Impervious Area
Land Use
sq. ft.
acres
Buildings
52,000
1.19
parking/asphalt
31,521
0.72
concrete
2,405
0.06
Total
85,926
1.97
INFILTRATION SYSTEM:
Rv= 0.49 infin
Design Rainfall= 1.5
Volume of first 1.5 inches of runoff = (Design rainfall)(Rv)(Drainage Area)
V= 10,734 cu-ft
% impervious = 0.491
= 49.1 %
say 49.0%
CPRE = 0.25
CPOST = (% imp.)(.95)+(1% imp.)(.25)
0.6
12 = 5.06 in/hr
110 = 6.30 in/hr
125 = 7.13 in/hr
Total Volume provided: ((Bottom Area + Flood Area)/2) x (Flood Elevation + Bottom Elevation)
Area (so Elevation(ft)
Vt= 21,869 cu-ft Bottom: 6,122 16.5
Flood: 8,457 19.50
DRAWDOWN RATE:
RATE OF INFILTRATION: 3.7 IN/HR
DEPTH OF BASIN: 36 IN
DRAW DOWN RATE: 9.72972973 HRS
;C��pFESS�
0
0
SEAL �o =
—� 032555 _
of
GIN�����\\
ill 110
ECEIVE,
JUL 112013
it
BY:

7/11/2013 Middle Sound Village 2013-001
CDC Infiltration Basin No 2
10-year Storm
WATERSHED DATA
Total Drainage Area
sq. ft.
acres
184,677
4.24
Impervious Area
Land Use
sq. ft.
acres
Buildings
38,000
0.87
parking/asphalt
31,314
0.72
concrete
6,098
0.14
Total
75,412
1.73
INFILTRATION SYSTEM:
Rv= 0.42 in/in
Design Rainfall= 1.5
Volume of first 1.5 inches of runoff = (Design rainfall)(Rv)(Drainage Area)
V= 9.672 cu-ft
% impervious = 0.408
= 40.8%
say 41.0%
CPRE = 0.25
CPOST = (% imp.)(.95)+(1-% imp.)(.25)
= 0.54
12 = 5.06 in/hr
110 = 6.30 in/hr
125 = 7.13 in/hr
Total Volume provided: ((Bottom Area + Flood Area)/2) x (Flood Elevation + Bottom Elevation)
Area (so Elevation(ft)
Vt = 19,392 cu-ft Bottom: 5,371 16.5
Flood. 7,557 19.50
DRAWDOWN RATE:
RATE OF INFILTRATION: 3.7 IN/HR
DEPTH OF BASIN: 36 IN
DRAW DOWN RATE: 9.72972973 HRS
okl I I i111101
CA �G
S
C" •�� � ®®� Pd�
032555
GIN
V � •
GPI\
milt �!

BUA
DA
Bottom Elev
Storage Elev
Bottom Surface Area
Design/Required Volume
Volume Provided
SW8 070671: Impervious Summary - K. Johnson Notes (DWC)
July 2013 Modification
(Both Basins are in the Same Locations as Thev Were PermittPH in 2nnR 1
Ems► #1
Badn 42
1/25/13
Permit
7/12/13
Permit
Impact
1125/13
Permit
7/12/13
Permit
Impact
91,869
85,926
decrease
77,830
75,412
decrease
196,950
174,894
decrease
165,100
184,677
increase
16.50
16.50
-
16.50
16.50
-
19.50
19.50
-
19.50
19.50
-
6,600
6,122
decrease
4,556
5,682
increase
11,6451
10,734
decrease
9,780
9,465
decrease
23,7721
21,869
decrease
17,8641
19,392
increase
Basin #1: The impervious, drainage area, bottom surface area, and required volume have all decreased. This
basin's drainage area will continue to be covered under the 1995 rule.
Basin #2: The impervious and the required volume have decreased. Though the bottom surface area has
increased, it is not a result of having to contain a larger volume. This basin's drainage area will continue to be
covered under the 1995 rule.
sf
sf
msl
msl
sf
-f
:f

A-7
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
June 25, 2013
Mr. Craig Briner, Manager
AF-Middle Sound LLC
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Subject: Request for Additional Information
Stormwater Project No. SWO 070671
Middle Sound Village
New Hanover County
Dear Mr. Briner.
John E. Skvarla, III
Secretary
The Wilmington Regional Office received and accepted a modified State Stormwater Management Permit Application
for Middle Sound Village on May 3, 2013. A preliminary in-depth review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1.) Walking Path:
a. Mulch Path: Please verify that the mulch path is counted as the sidewalk impervious area in the
impervious summary.
b. Bridges: There is a walking path around the northeast side (the basins' side) of the project. There
are two wooden bridges noted so that water can flow under them. One is over swale #7 and the
other is over the vegetated area between the outlet of basin #2 and its scour hole (which is allowed
because it was previously permitted.) I will include the following statement in the permit text rather
than specify the designs of the bridges on the plans: "The basin must be operated with a 50ft
vegetated filter. Neither of the vegetated filter designs, which incorporate scour holes, has changed
since the previous permit issued on January 25, 2008. The walking path at the northeast side of
the property has two wooden footbridges. One is over Swale 7, and the other is over the vegetated
area between the outlet of basin #2 and its scour hole. These bridges must be constructed such
that they do not impede water flow in the areas that they cross."
2.) Allies: Please verify that the two allies noted on the plans are included in the impervious area summary.
3.) Drainage Easements: Please show the dimensions and locations of the drainage easements for the two
basins and filter strips on the plans.
4.) Permeable Pavement: Please verify that though permeable pavement appears on the plans that you aren't
proposing it for impervious credit. I don't see any calculations or supplements/O&M for it, and so I believe
that that is the intention?
Please remember that a change to one number may have a domino effect on other numbers. Please check all plans,
calculations and forms to ensure that the numbers are consistent throughout.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] DENR Assistance:1-877-623-6746
Internet: www.newatemualflv.om
Nye Carolina
aturallry
An Equal Opportunity 1 Affirmative Action Employer

Briner
June 25, 2013
Page 2 of 2
Please note that this request for additional information is in response to a preliminary review. The requested
information should be received in this Office prior to July 25, 2013, or the application will be returned as incomplete.
The return of a project will necessitate resubmission of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a time extension to the
Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application
to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that need to be
revised have been sent to the engineer or agent. All original documents must be returned or new originals must be
provided. Copies are not acceptable. If you have any questions concerning this matter please feel free to call me at
[phone] or email me at [e-mail].
Sincerely,
elly ohn;tal
Envi Engineer
GDS/kpj: S:1WQS1StormwaterlPermits & Projects120071070671 HD12013 06 addinfo 070671
cc: Charlie Cazier, PE
Wilmington Regional Office Stormwater File

Compliance Inspection Report
Permit: SW8070671 Effective: 01/25/08 Expiration: 12/31/21 Owner: Af Middle Sound LLC
Project: Middle Sound Village
County: New Hanover 611 Middle Sound Loop Rd
Region: Wilmington
Wilmington NC 28412
Contact Person: Craig A Briner Title: Manager Phone: [phone]
Directions to Project:
Site is one mile from the intersection of Middle Sound Loop Rd., and NC 17. Stay left at the fork at Ogden Elementary School. Site is
on the left.
Type of Project: State Stormwater - HD - Infiltration
Drain Areas:
On -Site Representative(s):
Related Permits:
Inspection Date: 06/25/2013 Entry Time: 09:15 AM
Primary Inspector: Kelly Johnson
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
0 State Stormwater
(See attachment summary)
Exit Time: 09:45 AM
Phone: [phone]
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8070671 Owner - Project: Af Middle Sound LLC
Inspection Date: 06/25/2013 Inspection Type: Transfer Renewal
Inspection Summary:
File Review
Is the permit active?
Signed copy of the Engineer's 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?
Reason for Visit: Routine
Comment: There are old, overgrown gravel roads in place that appear from Google
Earth to have been there for a long time. The subdivision has not been developed.
-No PE Certification is required until the site is developed.
-Transfer paperwork has been submitted. Th O&M Agreement is signed by the
incoming permittee, AF-Middle Sound LLC
-The original permit required deed restrictions. However, per the engineer the
townhomes will be sold without land assocated with the buildings and so deed
restrictions will not be required.
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Is the BUA (as permitted) graded such that the runoff drains to the system?
Comment: Not developed.
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Yes No NA NE
■ ❑ ❑ ❑
❑❑■❑
■ ❑ ❑ ❑
❑ ❑ ■ ❑
Yes No NA NE
❑ ❑ ■ ❑
❑ ❑ ■ ❑
❑ ❑ ■ ❑
Yes No NA NE
Comment: No built.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ❑ ■ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ ❑ ■ ❑
upon request?
Comment: No built.
Page: 2

�W$ O`ICCa`lI
NEW HANO v ER COUN1 I
PLANNING & INSPECTIONS
3 r DEPARTIIENT
s= AGENCY CHECKLIST
' su+Hrn`'`.
Project Name:
Sam Burgess
Senior Planner
230 Government Center Dr, Suite 110
Wilmington, NC 28403
910-798-7441 phone
910-798-7053 fax
[e-mail]
www.nhcgov.com
_Preliminary Plan (Conventional, Performance, High Density)
• Engineering/ Jim Iannucci/Jason Clark
• Soil & Water Conservation District/ Dru Harrison
• Emergency Services/ Warren Lee
• Fire Services/ Matt Davis/Tom Sosebee
• E911/ Deborah Cottle
• Environmental Health/Cathy Timpy (only if plan proposes well or septic tank)
• Cape Fear Public Utility Authority/ Bernice Johnson/Ken Harrell
APR 2 g 2013
.a/ —Additional Agencies: BY•
• Corps of Engineers/ Emily Hughes
• School System/ Mick Wayne
• NCDOT/ David Leonard
• MPO/ Tara Murphy
• Division of Coastal Management/ Robb Mairs (plan sent if land is adjacent to coastal water)
• D.E.M./ Linda Lewis
City of Wilmington Development Services/ Ron Satterfield
Minor Subdivisions are sent to the following agencies for additional comments.
• Engineering/ Jim Iannucci/dason Clark
• Environmental Health/ Cathy Timpy
• CFPUA/ Bernice Johnson/Kent Harrell
_ Final subdivisions are sent to the following agencies for additional comments.
• Fire Services/ Matt Davis/Tom Sosebee
• Engineering/ Jim Iamucci/Jason Clark
• CFPUA/ Bernice Johnson/Kent Harrell
Upon receipt, please provide your written comments on the attached site plan back to
Planning & Inspections within (3) three weeks.
Sender Comments: f ID nA� ��u nr..� 4, �, 4tl ckr- I.&d
AQ-4 014A EDZS> >•te. c�
A-
i

Johnson, Kelly
From: Charlie Cazier [Charlie@!ntracoastalengineering.com]
Sent: Friday, May 10, 2013 7:56 AM
To: Johnson, Kelly
Subject: RE: SW8 070671, Middle Sound Village
Attachments: Recorded DEED.PDF
Kelly,
Here is the copy of the deed transferring to AF-Middle Sound LLC. Thank you for your patience.
Please let me know if you need anything else or if you need me to bring hard copies of this
information to your office.
Have a great weekend,
Charlie
1-tr acoastal Engineering PLLC.,
91 Pelican Point Rd.
Wilmington, NC 28409
910-409-3567
NOTICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Johnson, Kelly[mailto:kelly.p.johnson(.ancdenr.govl
Sent: Thursday, May 09, 2013 1:14 PM
To: Charlie Cazier
Subject: RE: SW8 070671, Middle Sound Village
What about the ownership issue?
From: Charlie Cazier fmailto:CharlieCaintracoastalengineering.coml
Sent: Tuesday, May 07, 2013 10:32 AM
To: Johnson, Kelly
Subject: RE: SW8 070671, Middle Sound Village
Kelly,
Here is the Manager/Signature Authorization info.
Thanks,
Charlie
Intracoastal Engineering PLLC.
% Pelican_ Point Rd.
t'Ainl.ington, NC 2F oc:.
910-409-3567

r NO-TICE: This electronic correspondence and all attachments may contain privileged information intended
only for the use of the addressee. Any information contained within this correspondence is provided for your
convenience. No assertion of accuracy is made by Intracoastal Engineering, PLLC unless physical documents
are obtained, sealed AND signed. User assumes all responsibility for use of this digital information.
From: Johnson, Kelly[mailto:kelly.p.johnson(a)ncdenr.gov]
Sent: Monday, May 06, 2013 9:58 AM
To: Charlie Cazier
Subject: SW8 070671, Middle Sound Village
Charlie,
We received this application, and I have a couple of questions for you about the transfer. The permit is written to
Wilshire Management Group, LLC, and a transfer request has been submitted. The "new" permitee is to be AF-Middle
Sound LLC.
1.) Proposed Permittee:
a. Manager: Since this is a new corporation, the Secretary of State does not have the annual report online
listing the managers (it is manager -managed). Craig Briner is listed as the organizer and as the
registered agent, but not as the manager. We will need some sort of documentation that he is a manger
of the LLC to establish that he has signature authority. Or, if he is not a manager then we will need all of
the appropriate paperwork to be signed by the manager.
b. Owner: The deed shows that Agarwal Family III, LLC is the owner, but the application lists the owner as
AF-Middle Sound LLC. If the permit will be written to an entity other than the entity shown on the deed
it will have to be documented in the application and transfer form with the appropriate individuals
signing the forms. (See section Ill,c of the application.)
2.) Current Permittee: This line is just FYI to document for the file. The current permittee is dissolved, but since the
most recent manager of the permitted entity signed the transfer form this will be OK per Georgette Scott.
3.) Fee: We will return this fee. This is the first transfer for this project, and the first one is free.
We try to get this type of thing resolved before we accept the application because it can often take a while, and the
permit therefore ends up taking a really long time to process. Is this something that can be resolved fairly quickly
(maybe submitted by COB Wednesday?) Or, would it be better for me to return the package.
1<'6L�iDhVASDo'
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

RECEIVE
MAY 10 2013
Tammy Theusch Beasley
Register of Deeds
New Hanover County, NC
Electronically Recorded.
2013 May 08 11:56 AM RE Excise Tax$0.00
Book: 5735 Page: 420 Fee. $26.00
Instrument Number.2013016610
Nonstandard Fee:
NORTH CAROLINA QUITCLAIM DEED
Excise Tax: SAO TPTI.E SEARCH PERFORMED, NO OPINION RENDERED, DESCRIPTION PROVIDED
Parcel Identifier No R04400-003-121-000
Property Address: 611 Middle Sound Loop Road, Wiknington NC
o Prepared By: Baker & Colby, PLLC
W Return to: 1001 Military Cutoff Road, Suite 204
c Wilmington, NC 28405
Co
BriefDescmption for the Ind=
N
THIS DEED ma&e this 7 day of
Agwwal Family HL LLC
A North Carolina Limited Liability Company
2013, by and between
GRANTEE
AF — MIDDLESOUND, LLC
A North Carolina Limited Liabdity Company
Mailing Address: 133O 5 r• 1N 9u5
That said Grantor, for and in consideration of the sum of Ten Dollars ($10.00) to him in hand paid, the receipt of
which is hereby acknowledged, has remised and released and by these presents does remise, release, convey, and
forever quitclaim unto the Grantee, his heirs and/or successors and assigns, all right, tide, claim and interest of the
Grantor in and w a certain lot or parcel of land lying and being in Ne�anover County, North Carolina and more
pardculady described as follows:
See Exhibit "A"
TO HAVE AND TO HOLD the aforesaid parcel of land and all privileges thereunto belonging to him, the Grantee,
his heirs and/or successors and assigns, free and discharged from all right, title, claim or interest of the Grantor or
anyone claiming by, through or under h=
submitted electronically by "Baker & Colby, PLLC"
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the New Hanover county Register of Deeds.

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 contest.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
l ily IIL
ab
(SEAL")Bara
Title-.�._� a (SEAL)
Title: (SEAL)
By; oa
Title: (SDI')
SEAL -STAMP W_ U-C County State of N 6-
I certify that the following person(s) personally appeared before me this day, each
;� • BUCH,y� acknowledging to me that he or she voluntarily signed the foregoing document for the
O guy n purpose stated thenlia and in the capacity indicatedbill Vk^Ajj'
•
�G = Date. 2oi
��=y2azr
My commission expires: + Printed Name: T. Notary
Public
SEAL,STAMP County State of
I certify that the following person(s) personally appeared before me this day, each
admowledging to me char he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated:
Date:
My commission expires: Printed Name: . Notary
Public
The foregoing Certificate(s) of is/=
certified to be correct. This instrument and this certificate are duly registered at the date and time and in the Book
and Page shown on the first page hereo£
Register of Deeds for
County
By: Deputy/Assistant — Register of Deeds

That Mai aatsta 1901tod Am the C�
ww=� , M=e piftim wly de�abed = t � ateCW
PtCP&Xty at 621 vida]b Spyoa LCIMP Do" In Awrnftt
OXWM0 itt IFawRMOVer,
North Cst>a;ifM
or low, Tax Parcel
ata�r+�r9 t c o,5i swumer V5 90 603 hadlu tbt ilex
to be tamn sae o►:t r Li_._aput , of
thf s i�a str,�ent as tbouigh UY
Bn S: f[1+tdC bot io tBa >� Boe at ABdd4 So®d Lop
cOmw of a treat at � eou��Mbw�e
l�6mia 8. col as >xoosdod Lt dead ioak 90�1 psW 202 � � gWk
-UMirespJpa,� wb&giQG"N**'9Tdww39mieIftsO0
aeoaads Wart=at hak t3�3'l GWM�aaiactes4iixaPa&Watt ZS9?�
41 a1Lrdu 33 MO& WW j3356 Od Sa& 8 �' soma t;3 �
=a4o w* Weet235*B Ad f m t aasasbt d� 19 S 13
Jbw ONNO seem z9 p $ "Ift 8i & B� �
(6Q ibOt proms �D9: aavaigB fimm sm aid
$�Of $pf�dToppRMddwj*CDole toes 1 a
� ot?�7717 feat abd a eBoad &atiog tpd d�,wooa a � tea* 36 miaata 36 aWO& West d266! bet b as
a wre;a eaesaa<at%d Y6a St+atna S 6:62bm I B� BaM
a�Be
b� Book Sd to of esid . tbaooe �blar
obs aAb to ambasm otBmwld abdt.Lbos Noaar 06
25 35�at t33.7SBeet 10 m�B3tnus+od, t� d3 dc�
97ssiaattes 13 ra000Qs&&Us fwbaaet3�p�pe �
+eatt+rer3,ot I6t)lbreeaMlp�4! ZI>�res47ser:astdt Wesz ln.>9 betxatBa 4Sdegoeos?SsemggaQ4aeooads W.e� 1fA71betfc asatieaa
Dl°0�daa"oafborroemcoaa;ltoc 1ss��d�
sr �o traPoa�a fret 381JI ae an eaoiA aaa
mdow ftspuMm
am *twee atLot 133 of'" srx aad OW �Baarid and
00 O=w otLoc l& Sc dM6 Pkm2 Bm=U FMat asreoo*d
'W0k'''
to aoEradet6�isaaedanaddrrq ��rbbgt327.MBeat
Solt ot'lhreWd yareet i�+d 8e 44 a tLtai .6': Qcm@w MOOG=
1926lot toaseAFftboa aedaoaddag Moy
SOotipt 6 b'baasa3di a�Buaeeld Reaeet aad 8as aoeenrerea oaraar d2ot 14Q
�rsldPooeetaaeeostea#aMap3Toaa:4Y t?s8sZ9f a�aorEd
�9: �6 bscaa teida said seaion and puss o f Bomeet Sorb 66
s ab Sffi"ham = 3baba4ddbibft*v=dSoaft
44defrtae if mi ww 15 saemds Best T9 = iAat loss =pft j ea rad is be
naemrrON! sm'Watat%M*flardeoGV90dIVIVMA.pa_ =dvm�sj,x
PdairYC UP Ink is Deed Book lib$ Arne lSC2 of aid ,,. add p po
'a 6aws"dwomoateaaeratLPt139etsaiditdbaUdldmaod' dpp
Foeor� zaresL�t9eaos wad da�westeotHosaftbo sLo�ae mafieasd paddole
+ 5 maw
Ob
aaoettnn+srasa Q=w a[ae t yaddat @sat and *D Rudmbm
;Pros ofa %W.;fLmd I=IV d is ploeeoaoY- Ape* as ieoa,kd is XW
Boolt1S93laBo6ta9adaids+egfsip,aaaoetaRtdaaswdbt�aeBsaof
�yaoei tact SOolfr67 d4paes 3Z aaipet W aaooadr Ww 4m loft as
Las; � the bos9alraslea euRt4rgfsrTd aaot and tics
matbsaosreeAmftymiama oaenr afia aborsso�foaed 1�•im� tiremaabe
aft 47 dWm 9� a3reboer 19 aseands
Weu 6YLt1D fiat mtlrs poLt aE6ejleao;eF CareebbcS 993 saes woos or La
�t � a:' t� x' S1gt lraot M 7deaaTOd k6 i3aed�' T7 �e
Zt54�e9�afdd oao�dasAaa3.S�gassooes6sdb6DsedBoak
Sa�eattoativ�pressemeaadseootd�

u8 Oro(67I
OPERATING AGREEMENT 7BY:-
6U7
OF
AF-MIDDLESOUND, LLC
a North Carolina limited liability company
THIS OPERATING AGREEMENT ("Agreement"), is made effective as of the 28th day
of January, 2013, by and among Agarwal Family III, LLC, a North Carolina limited liability
company ("Member") and AF-MIDDLESOUND, LLC, a North Carolina limited liability
company ("Company").
ARTICLE I
Formation: Purpose
The Company was formed on the 28th day of January, 2013, upon the filing of the
Company's Articles of Organization with the North Carolina Secretary of State. The Company
is formed for the object and purpose of, and the nature of the business to be conducted and
promoted by the Company is, to engage in any lawful act or activity for which limited liability
companies may be formed under the North Carolina Limited Liability Company Act.
ARTICLE II
Capital Contributions
The Member contributed the property described in Exhibit A, attached hereto to the
Company as Member's Capital Contribution. The Member shall not be required to make
additional Capital Contributions to the Company but may do so at any time and from time to
time, with such additional Capital Contribution described in Exhibit A. The Manager shall cause
such Capital Contributions to be recorded on the books and records of the Company. No interest
shall accrue on any Capital Contribution and the Member shall not have the right to withdraw or
be repaid any Capital Contribution except as provided in this Agreement.
ARTICLE III
Mana ement
3.1 AIWLority. The Manager of the Company shall have authority to bind the
Company and to execute any and all documents on behalf of the Company necessary for the
conduct or continuance of the business of the Company.
3.2 Management by the Manager. The managers of the Company shall be Agarwal
Family III, LLC, Matt Desvergers and Craig Briner ("Managers"). The Managers shall have
complete authority and exclusive control over the management of the business and affairs of the
Company. The Managers shall serve at the pleasure of the Member, and may be removed at any
time by the Member's sending written notice of removal to such Managers. The Managers may
resign as Manager at any time by sending written notice of resignation to the Member of the
Company. The Managers may appoint such other officers, with such titles, duties, and
692030.XW.23182.G41963

compensation as may be designated by the Managers, subject to any applicable restrictions
specifically provided in this Agreement or contained in the Act. Any officer may resign at any
time by giving written notice thereof to the Managers, and may be removed at any time by the
Member's sending written notice of removal to such officer.
3.3 Officers. The officers of the Company may consist of such officers as may be
appointed or removed from time to time by the Managers. The officers of the Company shall
possess such powers and duties are customarily are associated with their respective offices,
subject to the general direction and supervision of the Managers.
3.5 Operation of Company as a Separate Ente rise. The Managers shall cause the
Company to conduct its business and affairs separate from those of the Managers or the Member,
or any of the affiliates of the Manager or the Member. In furtherance of the foregoing, the
Managers shall (i) segregate and otherwise account for the Company assets and not allow funds
or other assets of the Company to be commingled with the funds or other assets owned by, or
registered in the name of, the Managers, the Member or any affiliate of the Managers or
Member; (ii) maintain books, bank accounts, and financial records of the Company separate
from those of the Managers or the Member, or their respective affiliates; (iii) observe all
Company procedures and formalities, including maintaining current records of the affairs of the
Company and the minutes of the meetings and written consents of the Managers and of the
Membcr; (iv) cause the Company to pay its liabilities from Company assets; (v) cause the
Company to conduct its dealings with third parties in its own name and in all respects hold itself
out as a limited liability company that is separate from and independent of the Managers and the
Member; and (vi) engage in transactions with the Managers or the Member, and any affiliate of
the Managers or the Member, only on arms -length terms in accordance with this Agreement.
ARTJCLE IV
Li&hty
4.1 Liability of Member. The Member shall not have any liability for the obligations
or liabilities of the Company except to the extent provided in the North Carolina Limited
Liability Company Act.
4.2 Exculpation. The Member, whether acting as Member, in its capacity as Manager
(if applicable), or in any other capacity, shall not be liable to the Company or to any other
Covered Person for any loss, damage or claim incurred by reason of any act or omission
(whether or not constituting negligence or gross negligence) performed or omitted by the
Member in good faith, and no other Covered Person shall be liable to the Company or any other
Covered Person for any loss, damage or claim incurred by reason of any act or omission
performed (whether or not constituting negligence) or omitted by such Covered Person in good
faith on behalf of the Company and in a manner reasonably believed to be within the scope of
authority conferred on such Covered Person by this Agreement, except that a Covered Person
(other than the Member, irrespective of the capacity in which it acts) shall be liable for any such
loss, damage or clai~n incurred by reason of such Covered Person's gross negligence or willful
misconduct. For purposes of this Agreement, the term "Covered Persons" means the Managers,
692030.JLW.23182.G41963 2

the Member, any affiliate of the Managers or Member and any officers, directors, shareholder,
partners or employees of the Managers or Member and. their respective affiliates, and any officer,
employee or expressly authorized agent of the Company or its affiliates.
4.3 Indemnification. To the fullest extent permitted by applicable law, the Member
(irrespective of the capacity in which it acts) shall be entitled to indemnification from the
Company for any loss, damage or claim incurred by the Member by reason of any act or
omission (whether or not constituting negligence or gross negligence) performed or omitted on
behalf of the Company, and any other Covered Person shall be entitled to indemnification from
the Company for any loss, damage or claim incurred by such Covered Person by reason of any
act or omission (whether or not constituting negligence) performed or omitted by such Covered
Person in good faith on behalf of the Company and in a manner reasonably believed to be within
the scope of authority conferred on such Covered Person by this Agreement, except that no
Covered Person (other than the Member, irrespective of the capacity in which it acts) shall be
entitled to be indemnified in respect of any loss, damage or claim incurred by such Covered
Person by reason of gross negligence or willful misconduct with respect to such acts or
omissions; provided, however, that any indemnity under this Section 4.3 shall be provided out of
and to the extent of Company assets only, and no Covered Person shall have any personal
liability on account thereof.
4.4 Expenses. To the fullest extent permitted by applicable law, expenses (including
legal fees) incurred by a Covered Person in defending any claim, demand, action, suit or
proceeding shall, from time to time, be advanced by the Company prior to the final disposition of
such claim, demand, action, suit or proceeding upon receipt by the Company of an undertaking
by or on behalf of the Covered Person to repay such amount if it shall be determined that the
Covered Person is not entitled to be indemnified as authorized in Section 4.3.
ARTICLE V
Profits, Losses, Distributions
Solely for federal and state tax purposes and pursuant to Treas. Reg. § 301.7701, the
Member and the Company intend the Company to be disregarded as an entity that is separate
from the Member. Accordingly, all allocations of profit and loss of the Company and all assets
and liabilities of the Company shall, solely for state and federal tax purposes, be treated as that of
the Member pursuant to such regulations. For all other purposes (including, without limitation,
limited liability protection for the Member from Company liabilities), the Member and the
Company intend the Company to be respected as a separate legal entity that is separate and apart
from the Member. The Managers shall determine the timing and amount of all distributions.
ARTICLE VI
Transfer of Interest
The Mcmbcr may sell, assign or otherwise dispose of all or any portion of the Member's
interest in the Company at any time pursuant to a writing signed by the Member.
692030.JLW.23182.G41963 3

ARTICLE VII
Dissolution and Windinga Up
The Company shall be dissolved and its affairs wound up by written action of the
Member and Managers. Upon the winding up of the Company, the Company's assets shall be
distributed: (i) to creditors, including a Member if a creditor, to the extent permitted by law, in
satisfaction of the liabilities of the Company, then (ii) to the Member. Such distributions shall be
in cash, property other than cash, or partly in both, as determined by the Managers.
ARTICLE VIII
Miscellaneous
8.1 Entire Agreement; Rights and Interests. This Agreement constitutes the entire
agreement of the parties with respect to the matters covered hereby and supersedes any previous
agreements, whether written or oral. The undersigned hereby stipulate and acknowledge that
there are no other understandings, expectations or agreements, either written or oral, respecting
their rights and entitlements. The undersigned hereby covenant and agree that no such
understandings, expectations or agreements that may hereafter arise shall be cognizable or
enforceable unless the same shall be reduced to writing signed by the parties to be charged.
8.2 Amendment. Neither this Agreement nor any of the terms and conditions herein
set forth may be altered or amended verbally. Any alteration or amendment shall only be
effective when reduced to writing and signed by the Member and Managers, or their successors
and assigns. In connection with the admission of an additional member of the Company, this
Agreement shall be amended by the Member and Managers to make such changes as they shall
determine to reflect the fact that the Company shall have more than one member, provided that
the failure to so amend this Agreement shall not invalidate any otherwise valid assignment or
transfer made by the Member.
8.3 Governing Law. This is a North Carolina agreement, and it shall in all respects be
governed by and be interpreted in accordance with the laws of North Carolina, excluding its
conflict of laws provisions. All unresolved claims or disputes arising between the parties bound
by this Agreement that relate to this Agreement or the Company shall be adjudicated in the
courts of the State of North Carolina sitting in Wake County.
8.4 Severability. The invalidity or unenforceability of any particular provision of this
Agreement shall not affect the other provisions hereof, and this Agreement shall be construed in
all respects as if such invalid or unenforceable provision were omitted.
8.5 Other Ventures; Competing Business Except as othcrwise expressly provided in
this Agreement or the Act, neither the Member nor any of the Member's employees, agents,
family members, or affiliates shall be prohibited or restricted in any way from investing in or
conducting, either directly or indirectly, and may invest in and/or conduct, either directly or
692030.JLW.23182.041963 4

indirectly, businesses of any nature whatsoever, including the ownership and operation of
businesses or properties similar to or in the same geographical area as those held by the
Company. Except as otherwise provided in this Agreement or the Act, any investment in or
conduct of any such businesses by any such person. shall not give rise to any claim for an
accounting by the Member or the Company or any right to claim any interest therein or the
profits therefrom,
[THE REMAINDER OF THIS PAGE IS INTENTIONALLY BLANK]
692030.JLW.231 S2.G41963 5

IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the
day, time and year first written above.
AGARWAL FAMILY III, LLC
TAGER:;+ I
i t
Sajjan kumar Agarwal
MANAGER:
Craig BritQ
THE COMPANY:
AF-MIDDLESOUND, LLC
By: kC 4 Giro (C)LAd `.',-.p
Sajja Kumar Agarwall Manager
692030.JLW.23182.G41963 6

EXHIBIT A
CAPITAL CONTRIBUTIONS
Member Cgpital Contribution Units
Agarwal Family III, LLC $1,001,619.09 100
692030.JL W.23182. G41963

Completeness Review Checklist
Project Name: labgLf n) �Received Date: Sh)1,
Project Location: Accepted Date:
Ruie(s) 008 Coa tal 995 Coastal ®Phase II (WiRO) ®Universal �1988 Coastal
[ .1rT4kk:1'
Type of Permit: New
Density: HD or
Subdivided?: Su div
Existing Permit # (Mod or PR): 0,70�09 1 EDPE Cert on File?
Type: Commercial or Re de ial ONCG:
Stream Class: SA Map Offsite to SW8
Single Lot I MORW Map MExempt
Paperwork Emailed Engineer on: * 151q l C75
71Supplement(s) (1 original per BMP) BMP Type(s): 9,,QA 1ft4kn5 (160- MM 141-)3 113 l'ejJ Zt5
�O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
Application with correct/original signatures
®Corp or LLC: Sig. Auth. per SoS or letter ®Deed
71$505 (within 6mo)
7]Soils Report with SHWT Note to Reviewer
Calculations(signed/sealed)—TR(aNSF�R OW) uRei
�No obvious errors "Ci`�n71; GJSso� v� � ��ce�'
Density includes common areas, etc v
�.Aeed Restrictions if subdivided: ' Qf 405-VD! 5<JA)(O
®g Si ned &Notarized
Correct Template (Comm/Res & HD/LD) or Dec. Covenants & Rest. 1106yiNmi'F)01k rq )CAM41
glans
:1L Sets
Grading
Vicinity Map
Legend
nfiltration
Soils Report
SHWT:
Bottom:
Visited:
%dditional Information:
WA (sf)
)A (sf)
'P (el)
SHWT (el)
)epth (ft)
')A (sf)
ILJ,Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, 130iidings, eic)
®Wetlands: Delineated or No Wetlands
®Layout (proposed BUA dimensions)
ElDA Maps ®Project Boundaries
Wet Pond
®Soils Report
SHWT:
PP:
Offsite
PE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
�O'W, / m ply
tb ' ,AOAO*At C`Eo
CAS ��04 On
7
Lot #:
ElLot # Matches Master
sf
sf
CLCCdW

Intracoastal Engineering PLLc
May 2, 2013
NCDENR
Kelly Johnson
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Middle Sound Village
Modification SW8-07o671
PN 2013-001
Dear Ms. Johnson,
RECT MAY 0 3 2013
ECEIVE
MAY 0 3 200
BY:
In response to your letter dated April 23, 2013, please find enclosed
(1) Transfer of Ownership with $40 fee.
(i) NCSoS Printout showing AF-Middle Sound LLC as in good standing.
(i) Highlighted Drainage Area Map.
In response to your request for additional information:
f. Transfer: This permit was written to Wilshire Management Group, LLC. This
permit will have to be transferred before it can beAVffftq to another entity. (1
a. Transfer of Ownership form enclosed wit' $4o�fee.---7 rr�2. Green Hawk Corporation: The NC Secretary of Stecord of several'�`�
corporations with similar names, but it does not have record of this corporation.
Please ensure that the applicant listed on the application is an active entity in
good standing with the NCSoS. Please also ensure that the name of the entity on
the application matches the spelling and punctuation of the entity registered with
the NCSoS.
a. AF-Middle Sound LLC is the correct Corporation. NCSoS printout
enclosed.
3. Drainage Area Map: Please submit a drainage area map.
a. D.A. Map enclosed
4. Deed Restrictions: The current permit is written to include deed restrictions.
Generally, deed restrictions are written for townhome lots if the homeowner will
have land associated with the townhome. Some townhomes only include the
building, and do not have associated land owned by the homeowner. Deed
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

restrictions were not included with this submittal. Please include them in your
resubmittal if applicable.
a. This layout does not account for any land other than building footprint. No
deed restrictions needed.
5. Resign Note: This project has two infiltration basins. If either basin increases
the impervious area to be permitted, or increases the size of the overall
stormwater controls then the basin design will trigger the need to be covered
under the 2oo8 rule (SL2oo8-211 Section 2(d)(5)) and the design will be a hybrid
of the 1995 rule (already permitted) and the 2oo8 rule (for any new area.) For
Basin #i the impervious, drainage area, bottom surface area, and required
volume have all decreased. This basin will continue to be covered under the 1995
rule. For Basin #2 the impervious, and bottom surface area have decreased. The
drainage area, increased. However, since there has not been an increase in
impervious area there is no "new" impervious to apply the 20o8 design storm to.
If there are any new design requirements that have been added since this permit
was issued in January 2oo8, then Basin #2 will be subject to those. However, I
am not aware of any such requirements following the initial review.
a. Noted. We feel the package meets necessary requirements.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
OAX� -
Charles D. Cazier, P. .

CA201027000482
SOSID: 0723665
LIMITED LIABILITY COMPANY (LLC) Date Filed: 9/27/2010 5:04:00 PM
Elaine F. Marshall
ANNUAL REPORT North Carolina Secretary of State
CA201027000482
NAME OF LIMITEOLUIBILITYCOMPANY: Ailshire Management Groufl, LLC
STATE OF FORMATION; JX FISCAL YEAR ENDING: 12 % 3l / 0 9
MONTMMYIYEAR
SECRETARY OF STATE L.LC. ID NUMBED is 7 2 3 6 6 5
If this Is the first annual report filing, YOU MUST COMPLETE THE ENTIRE FORM. If your
LLC's bftmation has not changed sakce the previous report, please check the box
and complete thke 7. ® `
1. REGISTERED AGENT & REGISTERED OFFICE STREET ADDRESS -INCLUDE COUNTY: Must be a North Carolina addreul
Name:
Address:
2. REGISTERED OFFICE MAILING ADDRESS IF OIFFERENT FROM THE STREET ADDRESS
3. IF THE REGISTERED AGENT CHANGED, THE NEW AGENT MUST SIGN:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS AND TELEPHONE NUMBER HERE:
Address:
Telephone Number, Including area code
5. BRIEFLY DESCRIBE THE NATURE OF BUSINESS:
6. ENTER WE, TITLE, AND BUSINESS ADDRESS OF MANAGER(SYMEMBER(S) OR IFTHE LLC HAS NEVER HAD MEMBERS, ITS ORGANIZERS: (ATTACH
ADOMONAL PAGES IF NECESSARY)
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS-
NAME- BUSINESS ADDRESS-
7. CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES.
,x- xf.
FORM MUST 1161GNED BY A MANABER/MEMBER
,�4n -L,- /I , S • .+t,, . c-.,,Q
TYPE OR PRINT NAME
Iv ?/ol,Ilr v
DATE
ANNUAL REPORT FEE* $200 MAIL TO: Secretary otState • Corporatons OWWon • Post Offee Box 29525 • Raleigh, NC 27MOS26
smal
0M14.00

CA201027000482
CA201027000481
ANRC-Annual Report LLC
Rosie's Plate, LLC
701 N Person St
Raleigh, NC 27604
Received Bate: 09/27/2010

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
WILSHIRE MANAGEMENT GROUP, LLC (0723665)
3301 Wrightsville Avenue
Wilmington, NC 28403
State of Worth Carolina
Department of the Secretary of State
CERTIFICATE OF ADIVIINISTRATIVE DISSOLUTION
I, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
WILSHIRE MANAGEMENT GROUP, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6-03.
This the 4th day of April, 2012
' &
It
Elaine F. Marshall
Secretary of State
Document Id: C201209502542

SOSID: 723665
Date Filed: 4/30/2004 3:20:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200412100271
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby
submit these Articles of Organization for the purpose of forming a limited liability company.
l . The name of the limited liability company is: WILSHIRE MANAGEMENT GROUP,
LLC.
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: December 31, 2054.
3. The name and address of each person executing these articles of organization is as
follows:
W. TALMAGE JONES, ESQ., ORGANIZER
101 SOUTH THIRD STREET
WILMINGTON, NC 28401
4. The street address and county of the initial registered office of the limited liability
company is:
Number and Street: 3301 Wrightsville Avenue
City, State, Zip Code: Wilmington, NC 28403 County: New Hanover
5. The mailing address if different frost the street address of the initial registered office is:
(the same as stated above).
6. The name of the initial registered agent is: PATRICK BRADLEY SOUTHERLAND
7. 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.
(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-
20(a), the members of this limited liability company shall not be managers by virtue of
their status as members.

8. Any other provisions which the limited liability company elects to include are attached.
9. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 29th day of April, 2004.
WILSHIRE MANAGEMENT GROUP, LLC
a North Carolina limited liability company
BY:
W. TALMAGA JON V6AN ER

v V
d
o �
o 4--
M O
T L
Nd
IA r
L� O1
c G7
N OC
Te
Ua
oc
'�
0
6� V
�0 N
v>
LO
°u0
mx
L
__
r
- ca
JN�
J>
a o,c
Ma
.r
.00
u°a°+aci
�L
.9rzed
m-5.
od
ouurl
e�LN
W z W
e=4j
L r
Q
u
w o w
r-u2
W C L
01r
++ a d
++ 2 r
.10
E U 1+
Ma
2 r-
.1 0
Tammy Theusch Beasley
Register of Deeds
New Hanover County, NC
Electronically Recorded
2013 Jan 31 04:11 PM RE Excise Tax:$2,000.00
Book: 5708 Page.,1662 Fee: $26.00
Instrument Number.2013003648
Non -Standard Fee:
NORTH CAROLINA GENERAL WARRANTY DEED
Revenue Stamps: $2,000.00 A 6
Account No.: Parcel Identifier No.: R04400-003-121-000
Mail after recording
This instrument was prepared by: David G. Martian, Smith Moore Leatherwood LLP 300 North Third Street
Suite 301, Wilmington. NC 28401 (without title examination)
Brief description for the Index: 9.93 Acres. Middle Sound Loop Road
THIS DEED made this 30 day of January, 2013 by and between
GRANTOR
MMI"; SC-t M SMUTIMIC PAR U)C� a
NW& Carolina limited liability company
410 Loder Avenue
Wilmington, North Carolina 28409
GRANTEE
ACARWAIv ; `Awiiii, i III, Li.C, a North Carolina
limited liability company
1330 Sunday Drive, Suite 105
Raleigh, North Carolina 27607
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 grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot or parcel of land situated in New Hanover County,
North Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by this reference...
MAY 0 3 2013
WILM[NG'rOPE 53417.1 1

Subject, however, to covenants, restrictions, rights -of -way, easements and other
encumbrances of record affecting said property; ad valorem taxes not yet due and payable;
and all governmental land use statutes, ordinances and regulations, including, without
limitation, zoning, subdivision and building regulations.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 5672,
page 1174, New Hanover County Registry.
TO HAVE AND TO HOLD the aforesaid lots or parcels of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has
the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever, except for the exceptions herein stated above.
The property described herein 0 does Adoes not include the primary residence of the Grantor.
(SIGNATURE PAGE AND NOTARY ACKNOWLEDGMENT FOLLOWS)
W1LMMTON 53417.1 2

IN WITNESS WHEREOF, the Grantor has hereto caused this instrument to be executed by
its duly executed officer the day and year first above written.
GRANTOR:
MIDDLE SOUND STRATEGIC PARTNERS, LLC
By:
Name: Brad Southerland
Title: Manager
By; _
a..; V,--1
Name: Christopher Ward
Title: Manager
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I certify that the following person(s) personally appeared before me this day, each acknowledging
to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in
the capacity indicated: Brad Southerland and Christopher WarcL Manners of Middle Sound
Strategic Partners, LLC
Today's Date: January M 2013.
DAVID G MARTIN
WTMYPU&X
NEW HANOVER COUNTY NC
[Affix Notary Seal in Space Above]
[Notary s signature as name appears on seal]
Wifi) e. tict r,J
[Notary's printed name as name appears on sea]]
My commission expires:.
WILMINMN 53417.1 3

Exhibit A
That real estate located in the County of NEW HANOVER, State of NORTH CAROLINA, more
particularly described as follows:
Property at 611 Middle Sound Loop Road in Harnett Township in New Hanover, North Carolina,
containing 9.92 acres, more or less, Tax Parcel Identification Number R04400-003-121-000, and
being more particularly described in the deed recorded in Book 3390 at Page 603 in the New
Hanover and the attached legal description to be taken as a part of this instrument as though fully set
out therein.
Beginning at an existing iron pipe in the northern line of Middle Sound Loop Road (S. R. # 1403, 60
foot public right-of-way), said pipe marking the southwestern corner of a tract of land conveyed to
Buster Mincey and wife, Minnie B. Mincey as recorded in deed book 904 page 202 of the New
Hanover County Registry, said iron pipe also being located North 87 degrees 39 minutes 50 seconds
West 324.81 feet, South 87 degrees 39 minutes 48 seconds West 159.74 feet, South 84 degrees 10
minutes 56 seconds West 75.47 feet, South 83 degrees 41 minutes 35 seconds West 93.15 feet and
South 84 degrees 19 minutes 13 seconds West 235.08 feet from a concrete monument marking the
intersection of said line of Middle South Loop Road with the centerline of South Branch Road (60
foot public right-of-way); running thence from said point of beginning with the nortbem line of
Middle Sound loop Road along a curve to the North having a radius of 2,377.17 feet and a chord
bearing and distance ofNorth 87 degrees 36 minutes 56 seconds West 420.61 feet to an existing iron
pipe marking the southeastern corner of Lot 162 Section 5 & 6 Phase 1 Emerald Forest as recorded
in Map Book 36 Page 253 of said registry, thence leaving said right-of-way line and running with the
eastern line of Emerald Forest subdivision North 06 degrees 26 minutes 25 seconds East 133.75 feet
to an existing iron rod, North 48 degrees 37 minutes 13 seconds East 93.96 feet to a set iron pipe
marking the northeastern corner of Lot 160 Emerald Forest, North 41 degrees 22 minutes 47 seconds
West 177.19 feet, North 45 degrees 25 minutes 04 seconds West 15.07 feet to a set iron pipe marking
the southeastern corner of Lot 155 Emerald Forest, North 49 degrees 57 minutes 10 seconds East
381.18 feet to an existing iron rod marking the northeastern comer of Lot 153 of said section and
phase of Emerald Forest and the southernmost corner of Lot 169 Section 6 Phase 2 Emerald Forest
as recorded in Map Book 39 Page 25 of said registry; running thence with said section and phase of
Emerald Forest North 49 degrees 56 minutes 58 seconds East 327.12 feet to an existing iron rod
marking the northeastern corner of Lot 167 of said section and phase of Emerald Forest and South 44
degrees 57 minutes 39 seconds East 123.66 feet to an existing iron rod marking the southeastern
corner of Lot 150 of said section and phase of Emerald Forest and the southwestern corner of Lot
140 Section 6 Phase 3-B Emerald Forest as recorded in Map Book 41 Page 291 of said registry;
running thence with said section and phase of Emerald Forest South 45 degrees 00 minutes 58
seconds East 123.73 feet to an existing iron pipe and South 44 degrees 41 minutes 15 seconds East
298.23 feet to an existing iron rod in the northwestern line of a tract of land conveyed to Leon A.
Padrick and wife, Betty J. Padrick as recorded in Deed Book 1164 Page 1542 of said registry, said
pipe marking the southernmost corner of Lot 139 of said section, and phase of Emerald Forest;
running thence with the northwestern line of the above mentioned Padrick tract South 47 degrees 32
minutes 19 seconds West 174.90 feet to an existing iron pipe marking the northwestern comer of
said Padrick tract and the northeastern corner of a tract of land conveyed to Florence P. Aycock as
recorded in Deed Book 2893 Page 609 of said registry; running thence with the northwestern line of
said Aycock tract South 47 degrees 32 minutes 19 seconds West 42.85 feet to an existing iron pipe
WILMINGTON 53417.1 4

marking the northwestern corner of said Aycock tract and the northeastern corner of the above
mentioned Mincey tract; running thence with the northwestern line of said Mincey tract South 47
degrees 32 minutes 19 seconds West 411.50 feet to the point of beginning. Containing 9.93 acres
more or less and being a portion of the Ann I King; tract as recorded in Deed Book 737 Page 294 and
all of a tract of land conveyed to Ann J. King as recorded in Deed Book 2154 Page 528 of said
registry. Subject to all utility easements of record.
WILKNOTON 53417.1 5

C201302800046
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
SOSID:1298849
Date Filed: 1/28/2013 2:29:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201302800046
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is: AF - Middlesound LLC
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: Qfno date for dissolution is specified, there shall be no
limit 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, organizer or both. Note: This document must be signed by all persons listed here).
Craig A. Briner, Organizer
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
4.
5.
6.
7.
The street address and county of the initial registered office of the limited liability company is:
Number and Street 1330 Sunday Drive, Suite 105
City, State, Zip Code Raleigh, NC 27607
County Wake
The mailing address, tf different from the street address, of the initial registered office is:
The name of the initial registered agent is: Craig A. Briner
Principal office information: (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 liability company is:
Number and Street 1330 Sunday Drive, Suite 105
City, State, Zip Code Raleigh, NC 27607 County Wake
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.

C201302800046
8. Check one of the following:
(i) Member-ma»aged LLC: all members by virtue of their status as members shall be
managers of this limited liability company. ,
Manager -managed UC: except as provided by N.C.G.S. Section 57C-3-20(a), the,
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company elects to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 24 day of January ' 20 13
AF - Middlesound LLC
Si azure
Craig A. Briner, Organizer
Type or Print Name and Title
NOT ES:
1. Filing fee Is S125. This document must be filed with the secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(Revised January2002)
(Form L-01)
Instructions for Filing

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, April 29, 2013 3:14 PM
To: [e-mail]'
Subject: Middle Sound Village, DWQ Review
Sam,
We received your request for comments on this proposal. We are aware of the upcoming changes, and are in contact
with the design engineer to get those changes made to our permit. We received an application to modify their permit
recently, but returned it on 4/23 requesting the following items:
1. Transfer: This permit was written to Wilshire Management Group, LLC. This permit will have to be transferred before it can
be written to another entity.
2. Green Hawk Corporation: The NC Secretary of State has record of several corporations with similar names, but it does not
have record of this corporation. Please ensure that the applicant listed on the application is an active entity in good standing
with the NCSoS. Please also ensure that the name of the entity on the application matches the spelling and punctuation of
the entity registered with the NCSoS.
3. Drainage Area Map: Please submit a drainage area map.
4. Deed Restrictions: The current permit is written to include deed restrictions. Generally, deed restrictions are written for
townhome lots if the homeowner will have land associated with the townhome. Some townhomes only include the building,
and do not have associated land owned by the homeowner. Deed restrictions were not included with this submittal. Please
include them in your resubmittal if applicable.
5. Design Note: This project has two infiltration basins. If either basin increases the impervious area to be permitted, or
increases the size of the overall stormwater controls then the basin design will trigger the need to be covered under the 2008
rule (SL2008-211 Section 2(d)(5)) and the design will be a hybrid of the 1995 rule (already permitted) and the 2008 rule (for
any new area.) For Basin #1 the impervious, drainage area, bottom surface area, and required volume have all decreased.
This basin will continue to be covered under the 1995 rule. For Basin #2 the impervious, and bottom surface area have
decreased. The drainage area, the bottom surface area, and the volume have increased. It appears that the size of the BMP
has therefore increased. However, since there has not been an increase in impervious area there is no "new" impervious to
apply the 2008 design storm to. If there are any new design requirements that have been added since this permit was issued
in January 2008, then Basin #2 will be subject to those. However, I am not aware of any of any such requirements following
the initial review.
Kelly
1'. rtUw Oh vlst Vt,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]

4/26/13
North Carolina Secretaryof State
Account Looln
North Carolina
Elaine F Marshall DEPARTMENT CIF THE
Secretary SECRETARYOFSTATE
PO Box 29622 Raleigh, NC 27626-06.22 [phone]
Date: 4/26/2013
here to:
Document Filings I File an Annual Report
1 ®J Print a Pre -populated Annual Report Fillable PDF Form I Amended A Previous Annual Report
Names
Name Name Type
NC AF - MIDDLESOUND LLC LEGAL
mited Liability Company Information
SOS I D:
1298849
Status:
Current Active
Effective Date:
1/28/2013
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
CURRENT
Registered Agent
Agent Name:
Office Address
Mailing Address:
ncipal Office
Office Address
Mailing Address:
BRINER, CRAIG A
1330 SUNDAY DR., SUITE 105
RALEIGH NC 27607
1330 SUNDAY DR., SUITE 105
RALEIGH NC 27607
1330 SUNDAY DR., SUITE 105
RALEIGH NC 27607
1330 SUNDAY DR., SUITE 105
RALEIGH NC 27607
i i us wtlusuv i3 prumum to the puouc as a Nan m ins secretary os state r%novwedge 3ase (50SKB ) system. Version:
441
httPslAwiw.secretary.state.nc.ushcrpordons/Corp.asp t?PiU Md=10161537
1/1

"CDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E.
Governor Director
April 23, 2013
Mr. Craig Briner, President
Green Hawk Corporation
1330 Sunday Drive, Suite 105
Raleigh, NC 27607
Subject: APPLICATION RETURN
SW8 070671, Middle Sound Village
New Hanover County
Dear Mr. Briner:
John E. Skvarla, III
Secretary
On April 22, 2013, the Division received an incomplete State Stormwater Management Application for the project
listed above. The application and check number 1020, in the amount of $505 are being returned because the
application package lacked the necessary elements to accept it for review. Please provide the following information
upon the next submittal of this application package:
1. Transfer: This permit was written to Wilshire Management Group, LLC. This permit will have to be
transferred before it can be written to another entity.
2. Green Hawk Corporation: The NC Secretary of State has record of several corporations with similar names,
but it does not have record of this corporation. Please ensure that the applicant listed on the application is
an active entity in good standing with the NCSoS. Please also ensure that the name of the entity on the
application matches the spelling and punctuation of the entity registered with the NCSoS.
3. Drainage Area Map: Please submit a drainage area map.
4. Deed Restrictions: The current permit is written to include deed restrictions. Generally, deed restrictions
are written for townhome lots if the homeowner will have land associated with the townhome. Some
townhomes only include the building, and do not have associated land owned by the homeowner. Deed
restrictions were not included with this submittal. Please include them in your resubmittal if applicable.
5. Design Note: This project has two infiltration basins. If either basin increases the impervious area to be
permitted, or increases the size of the overall stormwater controls then the basin design will trigger the need
to be covered under the 2008 rule (SL2008-211 Section 2(d)(5)) and the design will be a hybrid of the 1995
rule (already permitted) and the 2008 rule (for any new area.) For Basin #1 the impervious, drainage area,
bottom surface area, and required volume have all decreased. This basin will continue to be covered under
the 1995 rule. For Basin #2 the impervious, and bottom surface area have decreased. The drainage area,
the bottom surface area, and the volume have increased. It appears that the size of the BMP has therefore
increased. However, since there has not been an increase in impervious area there is no "new" impervious
to apply the 2008 design storm to. If there are any new design requirements that have been added since
this permit was issued in January 2008, then Basin #2 will be subject to those. However, I am not aware of
any of any such requirements following the initial review.
Please visit DWQ's website at htto://h2o.enr.state.nc.us/su/bmp forms.htm to download the latest available forms.
Please provide the requested information and return the package to the address below. Note that the 90-day
statutory permit review time begins upon receipt of a complete application.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 ne
Phone: [phone] FAX [phone] DENR Assistance:1-877-623-6748 NobfthCarolina
Internet: www.ncwateraualilv.om �'tlltld'`ll,�

Briner
April 23, 2013
Page 2 of 2
If you have any questions, please do not hesitate to call me at [phone] or email me at
[e-mail].
Sincerely,
el Joh on
Enviro ental Engineer
GDS/kpj: S:IWQSIStormwateAPermits & Projects120071070671 HDT013 04 retum_app 070671
cc: Charlie Cazier, PE
Wilmington Regional Office Stormwater File

Completeness Reviews Checklist
Project Name: 1► 6DDL ,n b " V �LU �� Received Date:
Project Location: ��,� Cap Accepted Date:
Rule(s) aOe8'5gp,s3 al 199�5 Coastal ®Phase II (WiRO) ®Universal ®1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (�' or ?R): 6 [�]PE Cert on File?
Density: ��Hbor LD Type: Commercial or R siden i l ®NCG:
%: t ANO M 00) Stream Class: t @ SA Map Offsite to SW8
Subdivided?: Su iv on or Single Lot �,t,�,)H 11ORW Map MExemDt
Paperwork Emailed Engineer on:
S pplement(s) (1 original per BMP) BMP Type(s):
M with correct/original signatures (1 original per BAO except LWFS and swales)
Application with correct/original signatures 0 NFf=V eAIR2iEASJ OV\)VV,'G' Tb \-)2 �15�
®Corp or LLC: Sig. Auth. per SoS or letter Deed CJ
05 (within 6mo) 7m"i15�ek—
ils Report with SHWT 1bkc .any e c� 6�® ®� �'rw
Calculations (signed/sealed) )DCCk��,,LCXN t kv;6 n5 " luv'f
k1 N a06v\- 1Gc1s (Yb-k \nr-.iwse '?uA ci�- (1 451&
No obvious errors Doo$ I IAgS ►*I l d
{®Density includes common areas, etc VrXr%QQ`P8 -Ar'
vow
Deed Restrictions, if subdivided: K��'� 6bCm-1Z: gyp, �� �v r+ •,
®Signed & Notarized 114S�nQU
13 Correct Template (Comm/Res & HD/LD1 or Dec. Covenants &Rest. fnc
glans
2 Sets LJ['e s (roads, cui-db cu b.�, sidewalks, BMPs, Buildings, etc)
Grading EWetk nds: Delineated o. No Wetlands
Vicinity Map Layout (propose) BUA dir:iensions)
Legend LJDA Maps Project Boundaries
nfiltration `�� Wet Po►�.cd Offsite
Soils Report �� �ojSoils Re ®PE Cert for Master Lot #:
SHWT: SHWT: Deed Rest for Master Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
%dditionalIn matien_
Pennififed gbo R Proposed: O-b 1 PrQpwed: dt)b? 11mvesed:_ 61O
WA (sf)
)A (sf)
0
vQo1�R�[-QC
1RLP n
1'1 5 6a�s�'
\3 i
11Q,5q',.3\
1
1
16.5 m
a1
Z&cl
1-1tfi
lal
C.
ti �.
)A 55
5 &s
�F

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ MrLmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Middy Sound Villaee
2. Location of Project (street address):
611 Middle Sound Loop Road
City:WilmingLm County:New Hanover Zip:28411
3. Directions to project (from nearest major intersection):
From Market Street (US 17) headed NE toward Ogden turn right on to Middle Sound Loop Road Continue
0.98 miles to entrance to site on left,
4. Latitude:340 16' 4" N Longitude:77° 48' 16" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8-070671 , its issue date (if known)1-25-08 and the status of
construction: NNot Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density NHigh Density ❑Drains to an Offsite Stormwater System []Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major
❑NPDES Industrial Stormwater
NSedimentation/Erosion Control: 10.01 ac of Disturbed Area
❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:N/A
APR 2 2 2013
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Green Hawk Corporation
Signing Official & Title:Craig Briner - President
b.Contact information for person listed in item la above:
Street Address:1330 Sunday Drive Suite 105
City:Raleigh
Mailing Address (if applicable):
City:
Phone: (919 ) 861-2910
Email:[e-mail]
State:NC I Zip:27607
State: Zip:
Fax: ( )
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:N/A _
Signing Official & Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:. State: Zip:
Phone: ( ) Fax: f )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:NJA
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:.
Phone: ( ) Fax:
Email.
4. Local jurisdiction for building permits: New Hanover County
Point of Contact:Linda'Painter Phone #: (910 ) 798-7068
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated by means of Infiltration Ponds
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUDApproval Date:
❑ Valid Building Permit Issued Date:
❑ Other: N/A Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph H - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 9.93 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project Area:
9.93 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward om the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 36.86 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
?EainaM Area 1
Drainage Area 2
Drainage Area —Dramage
Area
Receiving Stream Name
Pages Creek
Pages Creek
_
Stream Class *
SA;HQW
SA;HQW
Stream Index Number *
18-87-22
18-87-22
Total Drainage Area (sf)
174894
184677
On -site Drainage Area (sf)
174894
184677
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** (sf)
85596
73785
Impervious Area" (total)
49% 140%
Im 'ous"- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings/Lots (sf)
52000
38000
On -site Streets (sf)
12581
22893
0
0
On -site Parking (sf)
18940
8421
0
0
On -site Sidewalks (sf)
2075
4471
0
0
Other on -site (sf)
0
0
0
0
Future (sf)
0
0
0
0
Off -site (sf)
0
0
n
n
Existing BUA*** (sf)
0
0
0
0
Total (sf):
85596
73785
T Stream c ass and index Number can be determined at: http•�rtal ncdenr org/web/wg/ps/csu/classifications
** Im envious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidPewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is
to be removed and which will be replaced by new BUA.
Form SWU-101 Version 07Jun2010 Page 3 of 6

11. How was the off --site impervious area listed above determined? Provide documentation. N /A
Projects in Union County: Contact DWQ Central Office staff to check if the project is located wftliin a Threatened &
Endangered Species watershed that may be subject to nhdre stringent stormwater requfretnents as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BWfF specified for this project. The latest versions of the forms can be downloaded
from hUg: / / portal.ncdenr.org / web / Wq / ws /su / bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from. htW://,portal.ncdenr.org/web/wg/ws/­su7statesw/forms docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at htW: / / portal ncdenr org / web / wel l ws/ su l maps.)
Please indicatethat the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htW: 12ortal.ncdenr org / web / wq /ws/su / statesw / forms docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. C-
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants MVA
Form. (if retpdred as per Part VII below)
3. Original of the applicable Supplement Farm(s) (sealed, signed and dated) and O&M -tkre-
agreements) for !Uh BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
ff�: / /www.envhelp.orgjRages/ onestol2expasshthr 1 for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1h mile of the site boundary, include the hh
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8. " x 1W (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and Firm.
c. Location map with named streets and NCSR numbers.
d. Legend. .
e. N®rth arrow.
f. Scale.
gg Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHWV).of tidal wagers.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualiFned person. Provide documentation of qualifications and identify the person who
made tltie determination on the 'Jr. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
for 0.QCi
ZbG
C._ bL
coboo
Form SWU-101 Version 07Jun2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify :rN CIC1bwft.
elevations in addition to depths) as well as a map of the boring locations with the existing Fly
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
pro ect area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Sdtedtde a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: ,%72 Page No:1174
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and / or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htW: J Iwww secretary state nc us/Corporations/CSearch iQx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each Iot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
W' ' ' ortal.ncdgnr.org/web/wqI vs/su/statesw/forms does. Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ, and that they will be recorded prior to the sale of any lot.
VIIL CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer;Charles D. Cagier
Consulting Firm: Intracoastal .En ineeri
Mailing Address:91 Pelican Point
City:Wilmington State:NC Zip:2$409
Phone: (910 ) 409-3567 Fax: { ) NIA
Email:Charlie@intracoastalen ineering.com
IX. PROPERTY OWNER AUTHORIZATION (if Cmitact Information, item 2 has been filled out, cmuplete.this
section)
I, {priatt or type name of person listed in Contact Inforuiatiou, item 2a) NIA .certify that I
own the property identified in Phis permit application, and thus give permission to {print or type name of pers6ri
listed n� Contact I�iformateon, iMn Iia) with {print or type name of organization listed in
Contact Infornration, item 2a) to develoia the projectas currently p d. A copy of
the lease agreement or pending properly sales contraet has been provides with the submittal, w ich indicates the
Harty responsible for the c�ingsation and maintenance of the Rtormwatsr Sys. m.
Form SWU-101 Version 07Jun2010 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels .or defaults on their
lease agreement or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. Asthe property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days, otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of . and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APFLICANT'S CERTIFICATION
I, (print or" nine of person Iisted in Contact Information, item 1a) Craig Briner - President QLGreer: Hawk Corp
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules undejk5A NCAC 2H .1000, SL 2006-246 (Ph. lI — Post Construction) or SL 2008-211.
`T. f
Aahim
before me this a
a stormwater permit.
a
Date: Li'g• 13
a Notary Public for the State of 14C- . County of
do hereby certify that �• A- 2:wtoL personally appeared
r of L , 2613and acknowled a the due execution of the application for
Witness my hand and official seal, �---
SEAL
My commission expires
/', Z� rc-
Fonn SWU-101 Version 07Jun2010 Page 6 of 6

Permit No.
(to be provided by DWQ)
SST orv��
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled oAt , printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project Name Middle Sound Village
Contact Person Craig Briner
Phone Number 919-210.1996
Date 2/8/2013
Drainage Area Number 1
IL DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
174,894.00 ft'
85,596.00 ft2
48.94 %
1.50 in
in
in/hr
ff3/sec
felsec
fts/sec
10734.00
ft3
0.00
ft3 Q.
0.00
ft3
10734.00
ft3
21,869.00
-ft3
Yellow Mod Sand
3.70 in/hr
14.50 fmsl
0.41 days
2.00
:1
16.50
fmsl
19.50
fmsl
8,457.00
ff2
20.50
fmsl
95.00 ft
55.00 ft
6,122.00 fe
t0 16 rI DB 14
,OK
OK �e
Side Slopes are too steep, maximum 3:1
OK 0�'
+. ; a• f
f+ k
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
ft- be provided by DM)
Additional Information
5Q
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
2.95
50.00
ac-in
ft
10sximuni of 2 acre -inches allowed
OK
pzNw
�
Distance to structure
na
It
OK
L•
Distance from surface waters
200.00
ft
OK
Distance from water supply well(s)
na
ft
OK
Separation from impervious soil layer
na
ft
OK
Naturally occuring soil above shwt
2.00
ft
OK
Bottom covered with 4-in of clean sand?
y
(Y or N)
OK
Proposed drainage easement provided?
y
(Y or N)
OK
Capures all runoff at ultimate build -out?
y
(Y or N)
OK
Bypass provided for larger storms?
y
(Y or N)
OK
Pretreatment device provided
v
Grassed Swale
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No
III. REQUIRED ITEMS CHECKLIST
(to be provided by DWQ)
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials SNOW.
ML�1 S1. Plans (1' - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
- Overflow device, and
Boundaries of drainage easement.
111-62. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
Vegetated filter, and
- Pretreatment device.
w' 3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
IAA@ • 5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
I results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
� 6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
�C I r 7. The supporting calculations.
_41rfM, 8. A copy of the signed and notarized operation and maintenance (O&M) agreement.
r,
9. A copy of the deed restrictions (if required).
�• t. F,
1x__._-_------.
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit No.
0- be provided by DWQ)
® OF Wn7FR
.� STORMWATER MANAGEMENT PERMIT APPLICATION FORM > ..Q
KDENR 401 CERTIFICATION APPLICATION FORM C, 7
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 1/1) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project Name Middle Sound Village
Contact Person Craig Briner
Phone Number 919-210.1996
Date 2/8/2013
Drainage Area Number 2
II" DEMON INFORMATION
Site Characteristics
Drainage area
184,677.00
ft
Impervious area
73,785.00
ftz
Percent impervious
39.95
%
Design rainfall depth
1.50
in
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr; 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWr elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
in
in/hr
fe/sec
to/sec
ft'/sec
9465.00
ft3
0.00
f? --
0.00
ft3..��
9465.00
fl3
19,392.00
fl3 OK
Yellow Mad Sand
3.70 in/hr
14.50 fmsl
0.41 days
2.00
:1
16.50
fmsl
19.50
fmsl
7,895.00
f<z
20.50
fmsl
100.00 ft
45.00 ft
5,682.00 fig
Pp 1. to as of
OK paNlMd PFAvVft
Side Slopes arc tar, steep, maximum 3:1 to o �
Of s
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts 1. & II. Design Summary, Page 1 of 2

Permit No.
0 be provided by DWQ)
Additional Information
P2F,*4f4%401 F"WIF ID
Maximum runoff to each inlet to the basin?
2.61 ac-in
Maximum 0 % a�. lrc-inches allowed '�
L�04t _
f v
Length of vegetative filter for overflow
50.00 ft
oil
Distance to structure
na ft
OK
Distance from surface waters
200.00 ft
OK
Distance from water supply well(s)
na ft
OK
Separation from impervious soil layer
na ft
OK
Naturally occuring soil above shwt
2.00 ft
OK
Bottom covered with 4-in of clean sand?
y (Y or N)
OK
Proposed drainage easement provided?
y (Y or N)
OK
Capures all runoff at ultimate build -out?
y (Y or N)
Off
Bypass provided for larger storms?
y (Y or N)
OK
Pretreatment device provided
y Grassed Swale
/
M.
L
Fond SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the naae or Dian sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Page/ Plan
Initials Sheet Nct
C- . tans (1" 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
rrtial plan (1' = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
Basin bottom dimensions,
Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
�+ 3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
�A - Inlet and outlet structures.
(-Ar0 0% table of elevations, areas, incremental volumes & accumulated volumes to verity the volume provided.
fIdQ-5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
�@ results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
6. A construction sequence that shows how the infttration basin.will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
t: A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
- The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
- Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
- No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activitiesshall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
N3 '
Form SW401-Infiltration Basin O&M-Rev.3 Page I of 3

BMP element:
Potential problem:
How I will remediate the roblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75 %
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately -
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
4`1
:r <:� . 't
Form SW401-Infiltration Basin O&M-Rev.3
.......--._.._..._._ Page 2 of 3

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the 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.
Project name:Middle Sound Village
BMP drainage area number:
Print name:Craig Briner
Title:President - Green Hawk Corporation
Address: 1330 Sunday Drive Suite 105, Raleigh NC 27607
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, -
NC— , County of
a Notary Public for the State of
do hereby certify that
personally appeared before me this
day of , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
k
�o SUC
A. -�
� z
%T CO
SEAT.,
My commission expires e ��
�f
Form SW40 I -Infiltration Basin O&M-Rev.3 Page 3 of 3

Intracoastal Engineering PLLc
April 19, 2013
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Middle Sound Village
Modification SW8-07o671
PN 2013-001
Dear To Whom it May Concern,
We are requesting a modification to the existing Middle Sound Village Permit #
SW8-07o671.
Please find enclosed (1) original and (1) copy of the Stormwater application
(SWU-1o1), (1) fee ($505.00), (2) Open Infiltration Basin supplement, (2) Operation &
Maintenance Agreements, (1) Stormwater Narrative, (1) USGS Map and (2) sets of plans
for the above referenced project.
Please review for approval and contact us with any questions, p s Widitional
information needed. REn
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazier, P.
J�ECEIVED
APR 2 t toa
BY:
91 Pelican Point Rd. Wilmington, NC 28409 [phone]

04/19/13
Stormwater Narrative
Middle Sound Village
New Hanover County, NC
PN 2013-001
Middle Sound Village is a 9.93 acre tract located in New Hanover County, NC.
The tract is an abandoned Mobile Home Park proposed for 45 single family townhome
units. The site is considered High Density and proposed for treatment within two Open
Infiltration Basins. The site proposes go,000 sf of buildings (45 units at 2,0oos.f. each),
27,366sf of driveways, 35,475 sf of Roads, and 6,547 sf side walk. These areas create a
total site impervious area of 159,388sf or 36.85%.
Runoff will be directed to Infiltration Ponds by means of 3:1 grassed swales and
minimal piping. The Infiltration Ponds have been designed to treat the 1.5" runoff and
25Yr 24hr pre -post requirements. Runoff from the site is discharged to Pages Creek
SA;HQW Index#18-87-22.
�ECEIVED
APR y p ypp
BY:

4/19/13
North Carding Secretaryof State
North Carolina
Elaine F Marshali 8-`" EPAR i MEN 1 OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-06.22 [phone]
Date: 4/19/2013
here to:
Document Filings I File an Annual Report
®1 Print a Pre -populated Annual Report Filiable PDF Form i Amended A Previous Annual Report
Corporation Names
Name Name Type
NC GREENHAWK PARTNERS, LLC LEGAL
Limited Liability Company Information
SOSID:
Status:
Effective Date:
Citizenship:
State of Inc.:
Duration:
Annual Report Status:
Registered Agent
Agent Name:
Office Address:
Mailing Address:
Office
Office Address:
Mailing Address:
Titre:
Name:
Business Address:
Titre:
Name:
Rindnam Adtimm-
httpsJ mw.secretary.state.nc.us/o rporatiorrs/Corp.asp t?Pitw dd=5441M
0624846
Current Active 1° DECEIVE
3/21/2002 APR 2 �8
DOMESTIC
NC it w
PERPETUAL
CURRENT
TYSON, MARGARET G.
1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
MANAGER
JAMES D. LUMSDEN
1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
MANAGER
CRAIG A BRINER
vLnn fii ➢ilinAY I)RUF Al ➢i7F IfLK

4/19/13 North Cardina Sec retaryof State
RALEIGH NC 27607
Title: MANAGER
Name: BRIAN M GORAY
Business Address: 1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
Title: MANAGER
Name: WILLIAM R GUPTON
Business Address: 1330 SUNDAY DRIVE, SUITE 105
RALEIGH NC 27607
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
364
h":/A euwsecretary.state.nc.us/corporations/Corp.asp ORtwid=544MM W

4/19/2013 Middle Sound Village 2013-001
CDC Infiltration Basin No 1
10-year Storm
WATERSHED DATA
Total Drainage Area
s . ft.
acres
174,894
4.02
Impervious Area
Land Use
s . ft,
I acres
Buildings
52,000
1.19
parking/asphalt
31,521
0.72
concrete
2,075
0.05
Total
85 596
1.97
INFILTRATION SYSTEM:
RV-- 0.49 inAn
Design Rainfall= 1.5
Volume of first 1.5 inches of runoff = (Design rainfall)(Rv)(Drainage Area)
V= 10,734 cu-ft
% impervious = 0.489
= 48.9%
say 49.0%
CPRE = 0.25
CPOST = (% imp.)(.95)+(1 % imp.)(.25)
0.6
12 = 5.06 in/hr
110 = 6.30 in/hr
125 = 7.13 in/hr
Total Volume provided: ((Bottom Area + Flood Area)/2) x (Flood Elevation + Bottom Elevation)
Area (so Elevation(ft)
Vt= 21,869 cu-ft Bottom: 6,122 16.5
Flood: 8,457 19.50
DRAWDOWN RATE:
RATE OF INFILTRATION: 3.7 IN/HR
DEPTH OF BASIN: 36 IN
DRAW DOWN RATE: 9.72972973 HRS
\� C A
`�
/O
0, SEAL ro
032555 0
� �!GI NEC
CES D. G
IECEIVE
APR 2 2 2013
BY:

4/19/2013 Middle Sound Village 2013-001
CDC Infiltration Basin No 2
10-year Storm
WATERSHED DATA
Total Draina a Area
.ft.
sq. ft.
acres
184,677
4.24
Impervious Area
Land Use
sq.ft.
I acres
Buildings
38,000
0.87
parking/asphalt
31,314
0.72
concrete
4,471
0.10
Total
73 785
1.69
INFILTRATION SYSTEM:
Rv= 0.41 in/in
Design Rainfall= 1.5
Volume of first 1.5 inches of runoff = (Design rainfall)(Rv)(Drainage Area)
V= 9,465 cu-ft
% impervious = 0.400
= 40.0%
say 40.0%
CPRE = 0.25
CPOST = (% imp.)(.95)+(1 % imp.)(.25)
= 0.53
12 = 5.06 in/hr
110 = 6.30 in/hr
125 = 7.13 in/hr
Total Volume provided. ((Bottom Area + Flood Area)/2) x (Flood Elevation + Bottom Elevation)
Area (sf) Elevation(ft)
Vt = 19,392 cu-ft Bottom: 5,371 16.5
Flood: 7,557 19.50
DRAWDOWN RATE:
RATE OF INFILTRATION: 3.7 IN/HR
DEPTH OF BASIN: 36 IN
DRAW DOWN RATE: 9.72972973 HRS