SW8920725_Historical File_20201029

Pusey, Steven
From: Reed Reynolds <[e-mail]>
Sent: Thursday, October 29, 2020 6:29 PM
To: Pusey, Steven
Subject: RE: [External] Storm Permit SW8920725 - Cobblestone Village in Sunset Beach
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as
an attachment to [e-mail]<maiIto: [e-mail]>
Hi Steven- yes, we would like to proceed with getting a copy of the documents associated with our storm
water permit.
Please use my email- [e-mail] so I can make payment to them. We really appreciate the help you
and Cameron can give us and please let me know if you need anything else on this end.
Sincerely,
Reed Reynolds
Sent from my iPhone

Weaver, Cameron
From: Weaver, Cameron
Sent: Monday, October 12, 2020 10:09 AM
To: Darlene Reynolds
Cc: Pusey, Steven
Subject: RE: [External] Storm Permit SW8920725 - Cobblestone Village in Sunset Beach
Attachments: 2018 11 plat -rev 920725.pdf, 2018 11 permit 920725.pdf
Hello Reed.
I've attached the most recent approved permit modification and plans for your, subdivision to this message. The last
permit reviewer to work on modifying this file was Steve Pusey and he can be reached at 910-796-7331 or
[e-mail] . If desired, you can set up a file review with him. I can also take the file to Allways Graphics
and have the entire 2-in. file scanned and sent to you for a cost of $70, so that you have complete records.
Let me know of ways I may assist.
Cameron
Cameron Weaver, Environmental Assistance Coordinator
NCDEQ—Wilmington Regional Office
Division of Customer Service and Environmental Assistance (DEACS)
127 Cardinal Drive Extension
Wilmington NC 28405
Direct: 910-796-7265
Main: 910-796-7215
Fax: [phone]
-----Original Message -----
From: Darlene Reynolds <[e-mail]>
Sent: Sunday, October 11, 2020 9:25 AM
To: Weaver, Cameron <[e-mail]>
Cc: Reed Reynolds <[e-mail]>
Subject: [External] Storm Permit SW8920725 - Cobblestone Village in Sunset Beach
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to repo [e-mail]<maiIto: repo [e-mail]>
Cameron - my name is Reed Reynolds - I'm on the HOA board of Cobblestone Village in Sunset Beach.
I am looking for details on the above storm water permit number in our community - it seems all we have is a plot plan
of the neighborhood and it contains no details. And since we are now responsible for the permit and maintaining it - I
am just trying to get the ball rolling here as no one seems to have any knowledge as to what we should be doing to keep
this permit in proper standing.

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, July 16, 2020 1:51 PM
To- [e-mail]'
Subject: Cobblestone Village - State Stormwater (SW8 920725)
Attachments: Cobblestone Village.pdf
Ms. Mueller,
I got your voicemail asking about installing a patio as opposed to a deck. I have attached the text of the permit for your
subdivision. (I do not have the signed copy electronically.) This permit limits the amount of impervious area per lot and
it also defines what is and is not considered impervious area. I have highlighted the limits per lot on page 3. As you can
see raised, open wood decking is considered pervious (which means that a deck's surface area does not count against
your impervious allocation.) A slate/stone patio would count against your impervious area.
The only way to get a patio rather than a deck would be to install permeable pavement. That would require one of two
things:
1. If your HOA wants to be the review entity for permeable pavement applications then they can modify their
permit to obtain the ability. (This isn't something that happens often.)
2. If your HOA does not want to be the review entity, then you could apply to my Division for your own State
Stormwater permit for permeable pavement. But, there is cost associated with that. The permit itself if $505
and you would also have to have an engineer, surveyor or landscape architect draw up plans, calculations,
etc. The regulations set certain Minimum Design Criteria (MDC) that have to be met. The DEMLR has a design
manual that describes these requirements. (Please also be aware that there are several companies that may try
to sell you permeable pavement. But, unless they get this permit it doesn't get credit for being pervious.)
If you have further questions, please let me know.
Kelly
Kt9LL,�iOILVLSOV1.
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
hk)te Change ir? Phone Number
E 05
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, November 01, 2018 3:35 PM
To: 'Tom Imperato'
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
Thank you very much. We will process the permit transfer upon receipt of all paperwork. The old drawing set and
permit are not required. However, we do need a current copy of the plat showing the lot layout, including the combined
lots 18-19. This was discussed in a previous email of this string. Therefore, please send 2 hard copies and one electronic
copy of the revised plat in addition to the other information already attached.
If you have any questions, please don't hesitate to call.
Thanks,
Steve Puselo
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven. pusevia.ncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
j, 4
3r0 iaV L't;
Before printing this email, please consider your budget and the environment.
From: Tom Imperato <[e-mail]>
Sent: Thursday, November 01, 2018 3:00 PM
To: Pusey, Steven <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>; Parker Moncada <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
+ nqt click links o . i'sS verilfied. Send all suspicious email as an attachni4'�
Steve,
Attached is the resubmission package for the permit transfer to the Cobblestone HOA.

I will put two copies in the mail to your attention.
Please let me know if this is sufficient. I will mail you the original and two copies immediately.
Thank you for your help,
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Monday, October 22, 2018 5:18 PM
To: Tom Imperato <timperato aibralta.rrec.com>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Tom,
Thanks for the quick reply. I just need 2 copies of the plat in the largest format possible, probably 11x17. If not possible,
8.5x11 will do.
Thanks,
Steve
From: Tom Imperato <[e-mail]>
Sent: Monday, October 22, 2018 4:58 PM
To: Pusey, Steven <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
■ External email- fro not clot ttacbMents unh ss.yeri#ied: Send all -
}
Steve,
I apologize for the confusion on my end.
Attached is a copy of the plat I believe you need. Do you need me to send you 2 paper copies and 1 PDF of this?
I attached the Word version of the minor modification application, too.
I reviewed my emails and went to the Department website to determine if there is a different email address I needed to
use, however I could not find one.
Please let me know if I need to send this information to someone else and if you need the PDF of the plat merging the
two lots in another format.
Thank you again for your help,
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Monday, October 22, 2018 3:26 PM
To: Tom Imperato <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Importance: High
We received the package in our office on October 18, 2018. However, we only received copies of the application.

Application Completeness Review Checklist
Project Name: L o6h � 1 .(1, i /f_ 0y Date Delivered to WIRO:
_ . BIMS Received/Accepted Date:
P17oject County/Location:. ; ��W *BIMS Acknowledged Date:
YaperworK Emailed Engineer on:
,+ r� u� pplemem(s) (1 original per BMP)
�D0&M with correct/original signatures 11 original per BMP except LSIVF5 and swaies)
CkJ' placation with correet!originaI signatures ��''
�orp or LLC- Sig- Auth. per SoS or Sign a tu re Autharix�ttoni tter o(rjrt
r7�15505 (within 6mo) Check#(s). 06 F—]No Fee
Soils Report: w/SHWT or General Report
FiCaiculations (sioned1sealed)
Deed Restrictions, 1t subdivided:
`*Signed & Notarized Template
M idle Hamm ryes & Hta LU or Dec. Lovenants & Ra sz.
Covenants
"Recorded Plats
OProlect NarratlVE
OUSGS neap
Plans
[D<O95.or more Lots Sold List
1 /s )''fr�
rI�z�;7 f• �t�49
;Aci,•
Email Address: Design Engineer
Email Address: Property Owner
eed h,) ,4 �vC....r-
DEmaii Address: Lessee
®Lease Agreement
DEmaiiAddress: Purchaser
®Purchase Agreement
F7EMail Address: Developer
DE -mail Address: HOA Representative
) <f�::­d>
02 Sets IDWetiands: Delineated or No WFAiands
Vicinity Map ElProiect Boundaries
Elegend ❑Layout (proposed BUA oimenslons.)
EIDA Maps FiDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs. BuHdinLvs. etc.
Existing Conditions ❑Landscape Plan
03rading ❑PE Seal
REVIEWER NAME;. NOTES TO REVIEWER: 'Enter BIMS Acknowledged Date on this Sheet
"FOR NEW Projects -Enter New Permit # on
Supplements & Deed Restiction Templates.
a` F i to P
'.::Wq\\\Reference Libra ry\Procedures\Checklists\Comcieceness Review Checklist_2018 03 13

8/30/2018 (,
North Carolina Secretary of State Search Results
• Upload a PDF Filing • Order a Document Online • Add Entity to My Emall Notification List • View Filings
Non -Profit Corporation
Legal Name
Cobblestone Village at Sunset Beach Homeowners' Association, Inc.
Information
Sosld: 0835098
Status: Current -Active
Annual Report Status: Not Applicable
Citizenship: Domestic
Date Formed: 3/17/2006
Registered Agent: Pearce, Lori
Addresses
Principal Office Reg Office Reg Mailing Making
110 Bellwood Cir 110 Bellwood Cir P O Box 6955 P O Box 6955
Sunset Beach, NC 28468 Sunset Beach, NC 28468 Ocean Isle Beach, NC 28469 Ocean Isle Beach, NC 28469

'• h
NEW INFORMATION
2*VWQ9 ;d AVISt InfarMadon (Cninplerae dw section if the registered age►u name and addresa is tong changed on die irosiness
Mgi y)
L The street address and county of the entity's vowsagWered agent office address is:
NumberandStrmt:
City: State• NC Zip: Comity:
2. The mailing address ifdVff~fMm du awmaddMa of the new registered agent office address is:
Number and Stra dor PO Box:
City State• NC Zip: Countr
3. The name of the now registered agent and the new agent's consent to appointment appears below:
Type orPnnt Name ofNewRegiWeradAgem *Signature &Title
4. The address of the entity's registered office and the address of the business office of its registered agmft, as changed, is the
same location.
Prindpal Oifioe informatioe (complete thie section only if there is a principal office on file with the Secretary of State)
S. The sheet address and countyof the new principal office address is:
Nth and stwt 110 Bellwood Cirde
�; Sunset Beach sue. NC _28468 County: BrunsvAck
6. The mailing address if elff mt fiaom Me~ address of the new principal office address:
Number and Shvdor Po Box: P.O. Box 6955
y Ocean Isle Beach state: NC zip.28469 Cony; BrunsvAck
7. This statement will be effective upon filing, unless a date and/or titme is specified:
This theol dayofApril 2418
COM*NimmVVW*t9amdBamhI omowm*6'ASwdai^ills
EntiryName
Signature
Type orPrbrt Name and Title
Note: Wiling fa is SIOA0. This doanne t nest be filed with the NC &wWwy of Stfe
*instead of siping heave, the newregistered agent may sign a separate written consent to the aft, which most be at wAW to this docameaut
upon submission for filing.
BUSINESS REGISTRATION DIVISION PO Box 29622 Raleigh, NC 27626-0622
(Revised July, 2017) (Form BE--*7)

b,
STATE OF NORTH CAROLINA
DEPART- 11IEN'TOF1-M SECRETrA RYOF
STATE
SOSID: 0835098
Date Filed: 6/22/2018 2:40:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C2018170 00157
DESIGNATION AND/OR STATEII+IENT OF CHANGE OF REGi5TERED OFFICE,
ILtEGISTEREDAGENT NAME ORPRINCIPAL OMCE
Ptrtsoant to §55D-31, §55-1 22(26), §55A 16-23(b), §57D-1 22(29), of the General Statutes of North Carolina, the
undersigned entity submits the following for the purpose of clanging its registered office address, registered agent name, and/or
principal office addresses for the State of North Carolina.
INFORMATION CURRENTLYONFILE
1. The exact name of the entity as listed on the business registry is:
Cobblestone Village at Sunset Beach Homeowners' Association, Inc.
Entity Type:[3DomestieCorporation,13FOr"go
Co ration, [✓ Nonprofit Corporation
Domestic Limited Liability Company, Foreign Limited Liability Company
2. (Check only if applicable)-E3_The registered agent name and/or address is not cmraidy on file with the Secretary of state.
3. (Check only if applicable)_[a_Tbe principal office address is not erarrently an file with the Secretuyof State.
Registered Agent Information (complete this section if there is a registered agent name and address on file with the Secretary of
state)
4.
F'j
The name of the cuirrennt re stered agent is: Lori Pearce
The street address and county efthe entity's registered agent office address amently on tale is:
Numbwand Suver:110 Bellwood Cirde -
,; Sunset Beach state xc zip:28468ay; Brunswick
The marling address 1f rfrPMd from Me aftest addrm of the registered agent office address currently on file is:
NwidwandstreetorPO Box: P.O. Box 6955
city;0oean Isle Beach state: xc zip:28469 county; Brunswick
Principal Office Lrforroadon (complete this section only if there a a principal offlce on, file with the Secretary ofState)
6. The strums address and county ofthe entity's principal office address currently on file is:
Numberand Strom 300 McGill Avenue; NW
t3ty: . NC - .28025 covay; Cabarrus
The mailing address if &ff~from dw sbad address of the principal office address currently on file is:
Nnnber and Street or PO Box:
CitY State gig: CouuMy:
BUSINeSS REGISTRATION DIVISION PO Box 29622 Raleigh, NC 27626-0622
(Revised Juts. 2017) (Form BE-37,!

Project Name: (110
Project County/Location:
Rule(s). M2017 Coastal
Permit Action: New / Major Mod
Application Completeness Review Checklist
Date Delivered to WIRO: j
.10- 6eA_4_9-BIMS Received/Accepted Date:C12Lj�
&Xa'. *BIMS Acknowledged Date:
12008 Coastal ®1995 Coastal ®Phase II ®Universal 111988 Coastal
or Mod j Renewal / Transfer I I** New Permit #:
Permit Type: HD / LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
SCM Type(s):
Development Type: Commercial / Residential / Other
Subdivided?: Subdivision or Single Lot
For New or Transferred Permits Permittee is:�
Property Owner(s) F7Developer Lessee r7Purchaser iHOA
Paperwork Emailed ErgMeer on:
=Supplement(s) (1 original per BMP)
Ill with correct/original signatures ji onginal per,BMF except LS/VFS and swales)
Application with correct/original signatures
®Corp or LLC. Sip_ Auth. per SoS or Signature Authorization letter or re ort
=$505 (within 5mo) Checkr#(s): ®No Fee
=Soils Report: w/SHWT or General Report ,� ElCalculations (signed/sealed)
Deed Restrictions. it subdivided:
"`Signed & Notarized lempiate
Recorded Covenants
Recorded Piats M50% or more tots Sold Lis!:
Project N-arrative
OUSGS Map
Plans -- —
ng Permit #:�
MPE Cert on File?
:e to SWB:
Master PE Cert on File?
Stream Class:
EISA Map MORW Map
Email Address: Design Engineer
FlEmail Address: Property Owner
®Deed
EJEmail Address- Lessee
171-ease A6reement
Email Address: Purchaser
17Purchase Agreement.
71Email Address: Developer
Email Address: HOA Representative
1:12 Sets Wetlands: Delineated or No Vd'etlands
Vicinity MapFlProject Boundaries
Legend ©Layout (proposed BUA dimensions)
MDA Maps Details (roads, cul-de-sacs, curbs., sidewalks, BMPs. Buildings, etc)
❑Existing Conditions FiLandscape Plan
Grading ❑PE Seal
REVIEWER NAME:
NOTES TO REVIEWER:
*Enter BIMS Acknowledged Date on this Sheet
**FOR NEW Projects -Enter New Permit # on
Supplements & Deed Restiction Templates.
GMQ\\\Reference Libra rv\Proced ures\Checklists\Completeness Review Checklist 2018 03 13

Pusey, Steven
From: Tom Imperato <[e-mail]>
Sent: Monday, October 22, 2018 5:23 PM
To: Pusey, Steven
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
CAUTION:
.. o :,
Report S
Thank you for the same speed, Steve.
III send them out tomorrow to your attention.
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Monday, October 22, 2018 5:18 PM
To: Tom Imperato <[e-mail]>
Subject: RE: [External], RE: Request for Additional Information regarding Xfer of Stormwater Permit SW$ 920725
Tom,
Thanks for the quick reply. I just need 2 copies of the plat in the largest format possible, probably 11x17. If not possible,
8.Sx11 will do.
Thanks,
Steve
From: Tom Imperato <[e-mail]>
Sent: Monday, October 22, 2018 4:58 PM
To: Pusey, Steven <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
CAIVIoN'c V.
Re ort S am
Steve,
I apologize for the confusion on my end.
Attached is a copy of the plat I believe you need. Do you need me to send you 2 paper copies and 1 PDF of this?
I attached the Word version of the minor modification application, too.
I reviewed my emails and went to the Department website to determine if there is a different email address I needed to
use, however I could not find one.
Please let me know if I need to send this information to someone else and if you need the PDF of the plat merging the
two lots in another format.
Thank you again for your help,

Pusey, Steven
From:
Tom Imperato <[e-mail]>.
Sent:
Monday, October 22, 2018 4:58 PM
To:
Pusey, Steven
Cc:
Janelle Iturbe
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
Attachments: BRUNSWICK-map-60106-P0006 Merged lots 18-19.pdf, 181009 SPF7- Permit- Minor-
Mod.docx
al email. Da not Click links or open .ate 8"-r. menu unle
P ed. SeWa'�sus(a a chmWit to
Steve,
I apologize for the confusion on my end.
Attached is a copy of the plat I believe you need. Do you need me to send you 2 paper copies and 1 PDF of this?
I attached the Word version of the minor modification application, too.
I reviewed my emails and went to the Department website to determine if there is a different email address I needed to
use, however I could not find one.
Please let me know if I need to send this information to someone else and if you need the PDF of the plat merging the
two lots in another format.
Thank you again for your help,
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Monday, October 22, 2018 3:26 PM
To: Tom Imperato <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Importance: High
We received the package in our office on October 18, 2018. However, we only received copies of the application.
In accordance with,13.1 of the application form, we require 2 hard copies (received) and one electronic copy of the
completed form. We still need for you to submit an electronic copy by email.
Also, in item 8.2, the application references the need for 2 hard copies and one electronic copy of the revised plan
sheets, which would show the combined lots. To make it easier and less expensive for you, we will accept copies of the
revised plat instead.
We would appreciate your earliest response.
Thanks,
Steve Pusey

Pusey, Steven '�5; W ie 92C)Z Z
From: Pusey, Steven
Sent: Monday, October 22, 2018 3:26 PM
To: 'Tom Imperato' .
Cc: Janelle Iturbe
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
Importance- High
We received the package in our office on October 18, 2018. However, we only received copies of the application.
In accordance with B.1 of the application form, we require 2 hard copies (received) and one electronic copy of the
completed form. We still need for you to submit an electronic copy by email.
Also, in item B.2, the application references the need for 2 hard copies and one electronic copy of the revised plan
sheets, which would show the combined lots. To make it easier and less expensive for you, we will accept copies of the
revised plat instead.
We would appreciate your earliest response.
Thanks,
Steve Pusey
From: Tom Imperato <[e-mail]>
Sent: Wednesday, October 17, 201812:24 PM
To: Pusey, Steven <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
real email. Do not cock links or open attachments unless verified. Senn all suspicious email as an atta[hment to
Hi Steve,
Yes — it was delivered yesterday. Please let me know if you need anything else. Thank you,
Proof of Delivery
lose Window
Dear Customer,
This notice serves as proof of delivery for the shipment listed below.
Tracking Number:

1ZW2192RO394362647
Service:
UPS Ground
Weight:
.50 lb
Shipped/Billed On:
10/11/2018
Delivered On:
10/ 15/2018 12: 48 P.M.
Delivered To:
127 CARDINAL DRIVE EXT
WILMINGTON, NC, US 28405
Received By:
CASMER
Left At:
Inside Delivery
Thank you for giving us this opportunity to serve you.
Sincerely,
UPS
Tracking results provided by UPS: 10/17/2018 12:18 P.M. ET
Print This Page
lose Window
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Wednesday, October 17, 201811:26 AM
To: Tom Imperato <[e-mail]>
Cc: Janelle Iturbe <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Has this application for a minor mod. Of Cobblestone Village been sent out yet? Please advise date of mailing.
Thanks,
Steve
From: Tom Imperato <[e-mail]>
Sent: Thursday, October 11, 201811:35 AM
To: Pusey, Steven <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
suspiciom email as an attac6e[tt tv�

Thank you, Steve. It's on the way.
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Thursday, October 11, 201810:56 AM
To: Tom Imperato <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Yes, this looks good. Please make the formal submittal including an original and one copy, mailed to the Wilmington
Office, to the attention of Georgette Scott, Supervisor.
Much thanks,
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stomnwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven.r)[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carofina ,Public Records Later and n7aY be disclosed to third parties.
Before printing this email, please consider your budget and the environment
From: Tom Imperato <[e-mail]>
Sent: Wednesday, October 10, 2018 3:44 PM
To: Pusey, Steven <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Ez
Send all suspicious email as an attachment to
Thanks again, Steve.
Attach is an application conforming to your recommendations.
Hopefully, this is sufficient too move ahead.
Please let me know if you need anything else, including a paper original of this form.

Thank you,
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Tuesday, October 09, 2018 8:42 AM
To: Tom Imperato <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <1Pea [e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Looks good to me. However, you should probably explain that the deed restrictions do NOT need to be amended
because the subject of lot combination Is covered under the existing deed restrictions. Reference item B3 on the
application.
Regards,
Steve Pusey
From: Tom Imperato <[e-mail]>
Sent: Monday, October 08, 2018 4:46 PM
To: Pusey, Steven <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
CAUTION:nachmenu tmless veri - -
Steve,
I believe this is the correct form to apply for a minor modification of the permit.
Please let me know if this is acceptable and if you need the paper original.
Thank you again for your help transferring this permit.
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Friday, October 05, 2018 2:54 PM
To: Janelle Iturbe <[e-mail]>; Tom Imperato <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SWR 92o72S
I was able to locate the amended PLAT 106/6 and recorded deed restrictions online from the County website. So, no
need to resubmit. Yes, Lots 18 & 19 were combined into one lot.
So, we need for you, as permit holder, to submit an application (available online) to modify the permit to combine these
lots, thereby reducing the total number of lots in the subdivision by one lot, for a revised total of 55 lots. The allowable
BUA for the combined lot 18-19 will be the sum of each individual lot, which is equal to 6,093 sf. We will reference this
in a modified permit which will be mailed to you. Then, we will process the transfer of the permit to the HOA. This will
be a minor modification so a fee will not be required.
4

Let me know if any questions.
Regards,
Steve Pusey
From: Janelle Iturbe <[e-mail]>
Sent: Thursday, September 27, 2018 3:30 PM
To: Pusey, Steven <[e-mail]>; Tom Imperato <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Steven, the buyers were Michael T. Whitson and Kathy D. Whitson. Their phone number is 704.533.3344 and
email address is [e-mail]. We are happy to help in any capacity but no plans, revisions, etc,
were submitted to us as part of the lot combination.
Thanks,
A. Janelle Iturbe, Esq.,
Vice President and Counsel
Gibraltar Real Estate Capital LLC,
ax subsaa wy of Told Brothers Inc.
250 Gibraltar Road
Horsham, PA 19044-2323
[phone] (phone)
[phone] (fax)
[e-mail]
www. ig braltarrec. com
From: Pusey, Steven <[e-mail]>
Sent: Thursday, September 27, 201812:30 PM
To: Tom Imperato <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: Re: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Tom,
I will be back in the office on Monday, Oct.1. However, can you provide the name and phone number of the
parties you sold the lots to? This will enable us to contact those parties if necessary. Your company, as the
permit holder, is ultimately responsible to submit revisions or modifications to the plans until the permit is
transferred to someone else. Therefore, we ask that you help resolve the issues with this permit.

ROY COOPER NORTH CAROLINA
Gover ur Environmental Quality
MICHAEL S. RECAN
S . zretary
WILLIAM E. (TOMI VINSON, jR
fr;;,. m Dire!%i-.)r
October 22, 2018
Gibraltar Residential 1, LLC
Attn: A. Janelle Iturbe
250 Gibraltar Road, Suite 3 South
Horsham, PA 19044-2323
Email: timperator),gibraltarrec.com (sent via email)
Subject: PROJECT RETURN
Stormwater Project No. SWS 920725
Transfer of State Stormwater Low Density Permit
Cobblestone Village
Brunswick County
Dear Ms. Iturbe:
The Wilmington Regional Office received and accepted a State Stormwater Permit Transfer Application for
the subject project on June 22, 2018 and requested additional information on September 7, 2018. A review of
the information submitted on October 18, 2018 has determined that the supporting information is incomplete,
and the permit cannot be transferred as requested because first a permit modification is required. Per the
requirements of Title 15A NCAC 0211.1045 of the Stormwater Management Rules, this Office is hereby
returning the subject application as incomplete. The S505.00 application fee has been forfeited for this transfer.
However, a new fee will not be required upon the next resubmittal of this transfer application because the
modification is considered as minor.
If you wish to pursue construction of this project, you must reapply for a permit transfer to the Division.
Your application package must include two (2) copies of a completed and signed application form and one
electronic copy.
The construction of any impervious surfaces prior to receipt of a new or modified stormwater permit, 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.
If you have any questions concerning this matter, please contact Steve Pusey at [phone] or via e-mail
at [e-mail].
Since y,
t /
"William E. (Toby) Vinson, Jr., PE, CPESC, CPM, Interim Director
Division of Energy, Mineral and Land Resources
GDS/sgp: \\\Stormwater\Permits & Projects\1992\920725 LD\2018 10 return_project 920725
cc: Wilmington Regional Office
D E` a2�
Oxyarmi mW ER�IfO0PBIIW Om
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Pusey, Steven
From: Pusey, Steven
Sent: Thursday, October 11, 201810:56 AM
To: 'Tom Imperato; Janelle Iturbe
Cc: Lori P
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
Yes, this looks good. Please make the formal submittal including an original and one copy, mailed to the Wilmington
Office, to the attention of Georgette Scott, Supervisor.
Much thanks,
0
Steve Pusey, El
Environmental Engineer 11
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 790 7334 direct
Steven. ausey(Mncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NC 28405
N:. I 10 a:0
avrwQ,xa,wLLL avAa+tr
Email correspondence to and from this address is sub}ect to the
North Carolina Public Reccrds taw and may be disclosed to third parties.
MW
VOW Before printing this email, please consider your budget and the environment
From: Tom Imperato <[e-mail]>
Sent: Wednesday, October 10, 2018 3:44 PM
To: Pusey, Steven <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
i:xtemai email Do not click links or open attachments unless ver{lle all suslJOQU5 ernall as an attachment to
Thanks again, Steve.
Attach is an application conforming to your recommendations.
Hopefully, this is sufficient to move ahead.
Please let me know if you need anything else, including a paper original of this form.

Pusey, Steven
From: Tom Imperato <[e-mail]>
Sent: Wednesday, October 10, 2018 3,44 PM
To: Pusey, Steven; Janelle Iturbe
CC Lori P
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
Attachments: 181009 application minor modification.pdf
or open attachmehts unless verified. Send all su
-.. ..
Thanks again, Steve.
Attach is an application conforming to your recommendations.
Hopefully, this is sufficient to move ahead.
Please let me know if you need anything else, including a paper original of this form.
Thank you,
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <[e-mail]>
Sent: Tuesday, October 09, 2018 8:42 AM
To: Tom Imperato <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Looks good to me. However, you should probably explain that the deed restrictions do NOT need to be amended
because the subject of lot combination is covered under the existing deed restrictions. Reference item B3 on the
application.
Regards,
Steve Pusey
From: Tom Imperato <timperato@eibra ltarrec.com>
Sent: Monday, October 08, 2018 4:46 PM
To: Pusey, Steven <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Steve,
I believe this is the correct form to apply for a minor modification of the permit.
Please let me know if this is acceptable and if you need the paper original.
Thank you again for your help transferring this permit.

Pussy, Steven
From: Janelle Iturbe <[e-mail]>
Sent: Thursday, September 27, 2018 3:30 PM
To: Pusey, Steven; Tom Imperato
CC Lori P
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
Steven, the buyers were Michael T. Whitson and Kathy D. Whitson. Their phone number is 704.533.3344 and
email address is mike.whitsonna,fbcit.org. We are happy to help in any capacity but no plans, revisions, etc.
were submitted to us as part of the lot combination.
Thanks,
A. Janelle Iturbe, Esq.,
Vice President and Counsel
Gibraltar heal Estate Capital LLC,
a subsidiary of Toll Brothers Inc.
250 Gibraltar Road,
Horsham, PA 19044-2323
[phone] (phone)
[phone] (fax)
[e-mail]
www.%xibraltarrec.com
From: Pusey, Steven [e-mail]>
Sent: Thursday, September 27, 201812:30 PM
To: Tom Imperato <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <Ipearce75@gmail.c6m>
Subject: Re: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Tom,
I will be back in the office on Monday, Oct.1. However, can you provide the name and phone number of the
parties you sold the lots to? This will enable us to contact those parties if necessary. Your company, as the
permit holder, is ultimately responsible to submit revisions or modifications to the plans until the permit is
transferred to someone else. Therefore, we ask that you help resolve the issues with this permit.
Thanks,

Steve Pusey
DEMLR
From: Tom Imperato <[e-mail]>
Sent: Tuesday, September 18, 201812:13 PM
To: Pusey, Steven; Janeile Iturbe
Cc: Lori P
Subject: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Steve,
We do not have records regarding the combination of the two lots you note in the inspection report. They were
merged after we sold them. How should we proceed?
Thanks
Tom Imperato
Office: 215-938-3076
Mobile: [phone]
From: Pusey, Steven <steven.pusey(cD-ncdenr.gov>
Sent: Friday, September 07, 2018 5:20 PM
To: Tom Imperato <timperatoCcagibraltarrec.com>
Cc: Lori P <IPearce75Qgmail.com>
Subject: [EXTERNAL EMAIL] Request for Additional Information regarding Xfer of Stormwater Permit SW8
920725
Please reference the attached Request for Additional Information and Inspection report.
Regards,
Steve Pussy
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven. puseyO-ncden r. gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
!�tliprr+at
eta
s
�nr�wonr�avrr� �pW.krry
w

DEMLR USE ONLY
Date Received Fee Paid Permit Number
STORr�3�? VA T ER RERaW.AT T &M FC)MV; L Y
MINOR MODIFICATION
Standard Permitting Program — No Fee for Minor Modification
Express Permitting Program — See Fxpre s •c 4 Schedulc
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at http:lfdac.nc.govlcoMa�ii2g.ana!-oriic3s.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Ruh- ;15 A AiCAC 02H .1002 a minor modification is a change to the project that:
1) does not increase the net built -upon area; and/or
2) does not change the size or design of the SCM(s).
A GENERAL WFORMATICR
1. State Stormwater Permit Number: SW8 920725
2. Current Permit Holder's Company Name/Organization: Gibraltar Residential i. LLC (as predecessor via
merger to Gibraltar BMI LLC) by Gibraltar Asset Management Services LLC
3. Signing Official's Name: Janelle Iturbe
4. Signing Official's Title: Asset Manager
5, Mailing Address: 250 Gibraltar Rd., Suite 3 South
City: Horsham State: PA ZIP: 19044
6. Street Address (if different): Red Mill Circle Win Sea Trail Plantation off NC HWY 179 (Old Georgetown Rd.)
City: Sunset Beach State: NC ZIP: 28468
7. Phone: [phone] Email. iiturbeD-GibraltarREC.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section IV. 90 of the original application, if needed):
because the subiect of lot combination is covered under the existing deed restrictions The total number of lots
in the subdivision has been reduced by 1 for a current total of 55 lots
B. SUBiMTTAL REQUIREMENTS
Please mark "r to confirm the items are included with this form. Please mark "Y' if previously provided. if not
applicable or not available, please mark N/A.:
Y 1. Two hard copies (with original signatures) and one electronic copy of this completed form.
Y 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
N/A* 3. If there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OR the proposed recorded deed restrictions and protective covenants documenting the changes
and a signed agreement to provide the final recorded document
NIA 4. If applicable, the appropriate Express review fee.
Stormwater Permit Form 7: Minor Modification Page 1 of 2 July 14, 2017

C. i tOOTAC T UNFORR4ATIC
1. The Design Professional who is authorized to provide information on, the Applicant's behalf:
Design Professional's Name: J. Christian Russell or Alan Lewis
Consulting Firm: East Coast Engineering & Surveying, PC
Mailing Address: 712 Village Road, Suite 105
City: Shallotte State: NC Zip: 28459
Phone: [phone] Fax: [phone]
Email o'triscc3.biT
2. [OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title: Tom Imperato, Director of Asset Development
Organization: Gibraltar Asset Management Services
Mailing Address: 250 Gibraltar Rd., Suite 3 South
City: Horsham State: PA Zip: 19044
Phone: (215 ) 938-3075 Fax: ( )
Email: t;t�-111)eratoOc GihrakarREC.cori
D. CERT�'RC'ATION OF PERMITTEE
I, Janelle Iturbe as Asset Manager for Gibraltar Asset Management Services LLC as Asset Manager and Attorney -
in -Fact for Gibraltar Residential I, LLC (as predecessor via merger to Gibraltar BML LLC) the current permittee,
certify that I have authorized the minor modifications listed in Section A and shown in the attached revised plan
sheets. I further attest that this information is accurate and complete to the best of my knowledge.
Signature: Date: 1o•'i• 20Ib
JaneII44turbe, Asset Manager
I, r< ? -A. - C - L— u� � l r , a Notary Public for the State of
County of , do hereby certify that
personally appearea4efore m the !�tn day of 6 T , 20 i G. , and
acknowledge the due execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
COMMONWEALTH OF PENNSY VANI
NOTARIAL SEAL
HEATHER L. McGILL, Notary Public
Horsham Twp., Montgomery County
Ii My Commission Expires April 15, 2070
Notary Signature S
My commission expires L4' S'.b
Stormwater Permit Form 7: Minor Modification Page 2 of 2 Oct 6, 2017

A
Pusey, Steven
From: Pusey, Steven
Sent: Friday, October 05, 2018 2:54 PM
To: 'Janelle Iturbe'; Tom Imperato
Cc: Lori P
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater
Permit SW8 920725
was able to locate the amended PLAT 106/6 and recorded deed restrictions online from the County website. So, no
need to resubmit. Yes, Lots 18 & 19 were combined into one lot.
So, we need for you, as permit holder, to submit an application (available online) to modify the permit to combine these
lots, thereby reducing the total number of lots in the subdivision by one lot, for a revised total of 55 lots. The allowable
BUA for the combined lot 18-19 will be the sum of each individual lot, which is equal to 6,093 sf. We will reference this
in a modified permit which will be mailed to you. Then, we will process the transfer of the permit to the HOA. This will
be a minor modification so a fee will not be required.
Let me know if any questions.
Regards,
Steve Pusey
From: Janelle Iturbe <[e-mail]>
Sent: Thursday, September 27, 2018 3:30 PM
To: Pusey, Steven <[e-mail]>; Tom Imperato <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Steven, the buyers were Michael T. Whitson and Kathy D. Whitson. Their phone number is 704.533.3344 and
email address is mike.whitsonnfbcit.org. We are happy to help in any capacity but no plans, revisions, etc.
were submitted to us as part of the lot combination.
Thanks,
A. Janelle Iturbe, Esq.,
Vice President and Counsel
Gibraltar Real Estate Capital LLC,
a subsidiary of Toll Brothers Inc.
250 Gibraltar Road
Horsham, PA 19044-2323
[phone] (phone)
[phone] (fax)
i iturbe(L&gibraltarrec.com

N\ N\ \\ . �-,i bral tarrec.com
From: Pusey, Steven <[e-mail]>
Sent: Thursday, September 27, 2018 12:30 PM
To: Tom Imperato <[e-mail]>; Janelle Iturbe <[e-mail]>
Cc: Lori P <[e-mail]>
Subject: Re: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Tom,
will be back in the office on Monday, Oct. 1. However, can you provide the name and phone number of the
parties you sold the lots to? This will enable us to contact those parties if necessary. Your company, as the
permit holder, is ultimately responsible to submit revisions or modifications to the plans until the permit is
transferred to someone else. Therefore, we ask that you help resolve the issues with this permit.
Thanks,
Steve Pusey
DEMLR
From: Tom Imperato <[e-mail]>
Sent: Tuesday, September 18, 2018 12:13 PM
To: Pusey, Steven; Janelle Iturbe
Cc: Lori P
Subject: [External] RE: Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Steve,
We do not have records regarding the combination of the two lots you note in the inspection report. They were
merged after we sold them. How should we proceed?
Thanks
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Pusey, Steven <steven.pusey(d-)ncdenr.gov>
Sent: Friday, September 07, 2018 5:20 PM

To' Tom Imperato <timperato(a)gibraltarrec.com>
Cc: Lori P <pearce75(&-gmail.com>
Subject: [EXTERNAL EMAIL] Request for Additional Information regarding Xfer of Stormwater Permit SW8
920725
Please reference the attached Request for Additional Information and Inspection report.
Regards,
Steve Pusey
Steve Pusey, El
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven.gusevCa)-ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment

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Pusey, Steven
From: Pusey, Steven
Sent: Friday, September 07, 2018 5:20 PM
To: '[e-mail]'
Cc: 'Lori P'
Subject Request for Additional Information regarding Xfer of Stormwater Permit SW8 920725
Attachments: 2018 09 addinfc transfer 920725.pdf; 2018 09 CE BIMS 920725.pdf
Please reference the attached Request for Additional Information and Inspection report.
Regards,
.Steve Fuseru
Steve Pusey, Ell
Environmental Engineer II
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven.pusev(-ncdenr.aov
127 Cardinal Drive Ext.
Wilmington, NO 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR
Interim Director
September 7, 2018
Gibraltar Residential 1, LLC
Attn: A. Janelle Iturbe
250 Gibraltar Road, Suite 3 South
Horsham, PA 19044-2323
Email: timperatoPiiibraltarrec.com (sent via email)
Subject: Request for Additional Information regarding
Transfer of State Stormwater Low Density Permit
Cobblestone Village
Stormwater Permit No. SW8 920725
Brunswick County
Dear Ms. Iturbe:
On June 22, 2018, the Division of Energy, Mineral and Land Resources (DEMLR) received a request
from Gibraltar Residential 1, LLC to transfer the permit to a unit owners association, owners
association, or other management entity identified in the condominium or planned community's
declaration pursuant to NCGS 143-214.7(c2) and Session Law 2011-256. A file review and site
inspection was performed on September 6, 2018 by DEMLR staff and as noted in the enclosed
inspection report, the site is currently NOT in compliance with the terms and conditions of the current
state stormwater permit.
The current permittee has attested that the following requirements of Session Law 2011-256 have
been met, including:
1. The subdivision is subject to the requirements of Chapter 47F, aka the Planned Community Act.
2. The permittee has submitted a completed and signed HOA Permit Transfer document;
3. The permittee has submitted a copy of the recorded deed conveying any common areas of the
subdivision to the Association;
However, the documentation submitted with the transfer request is incomplete. Please provide the
following information in order to continue with the processing of your request to transfer this permit:
a. A copy of the amended deed restrictions limiting the BUA on each lot; *
b. A copy of the amended subdivision plat documenting the number of lots and the locations of
all required drainage and maintenance access easements as depicted on the approved plans; *
* Please reference the attached Inspection Report for additional information.
Any individual or entity found to be in noncompliance with the provisions of a stormwater
management permit or the stormwater rules is subject to enforcement procedures as set forth in NCGS
143 Article 21. Failure to provide the requested information, or to respond to this letter by September
28, 2018, may initiate enforcement action including the assessment of civil penalties.
N
-D_E0�
MP.�enlelNMmn4wnW Oue
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

State Stormwater Permit No. SW8 920725
Page 2 of 2
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, which shall be no later than
30 days past the original due date. The Division is allowed 90 days from the receipt of a completed
application to issue the permit.
Please reference the State assigned application number on all correspondence. If you have any
questions regarding this matter, please contact Steve Pusey in the Wilmington Regional Office, at
telephone number [phone] or via email at [e-mail].
Sincerely,
sip 57 P"
Steven G. Pusey, EI
Environmental Engineer lI
GDS/sgp: \\\Stormwater\Permits & Projects\1992\920725 LD\2018 08 addinfo_transfer 920725
cc: Cobblestone Village at Sunset Beach HOA Inc.
PO Box 6955, Ocean Isle Beach, NC 28469
Attn.: Lori Pearce, President
Email: 1pearce7SPgmail.com (sent via email)
Wilmington Regional Office Stormwater File

Compliance Inspection Report
Permit: SW8920725 Effective:01/14/14 Expiration:
Project: Cobblestone Villaoe
Owner: Gibraltar Residential f LLC
County: Brunswick Adress: Rice Mill Cir
Region: Wilmington
CitylStatelZip: Sunset Beach NC 28468
Contact Person: Stephen Mansfield Title: Dir. of Asset Dev. Phone: [phone]
Directions to Project:
Approx. 1.6 miles west of intersection of NC904 & NC179 right to Clubhouse Road, left onto Rice Mill Circle site on left.
Type of Project: State Stormwater - Low Density
Drain Areas: 1 - (Calabash River) (03-07-59 ) (SA;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 09/06/2018 EntryTime: 12:OOPM Exit Time: 01:00PM
Primary Inspector: Steven G Pusey
Secondary Inspector(s):
Phone:
Reason for Inspection: Other Inspection Type: Transfer Renewal
Permit Inspection Type: State Stormwater
Facility Status: Compliant ® Not Compliant
Question Areas:
7 State Stormwater
(See attachment sure mart')
page: 1

Permit: SW8920725 Owner - Project: Gibraltar Residential I LLC
Inspection Date: 09/06/2018 Inspection Type Transfer Renewal Reason for Visit: Other
Inspection Summary:
In order to bring this project into compliance, the following actions must be taken:
1. Please submit an application for a minor modification to the permit to combine lots 18 & 19, and change the total
number of lots in the subdivision. This will require an amendment to the recorded deed restrictions. Please have this
document amended and recorded with the County, and submit a copy to our office.
2.. As another requirement of this application, please submit a copy of the amended subdivision plat documenting the
number of lots and the locations of all required drainage and maintenance access easements.
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?
Comment:
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?
Yes No NA NE
❑ ❑ ❑ ❑
❑ ❑ # ❑
® ❑ ❑ ❑
® ❑ ❑ ❑
Yes No NA NE
❑ M ❑ ❑
E ❑ ❑ ❑
Comment: It appears as if 2 lots have been combined Lots 18 and 19. Please submit an application for a minor
modification to the permit to include the combined lots and change the total number of lots This will
also require an amendment to the recorded deed restrictions Please have this document amended and
recorded with the County, and submit a copy to our office
A copy of the amended subdivision plat documenting the number of lots and the locations of all required
drainage and maintenance access easements
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ri ❑ ❑ ❑
Are the inlets located per the approved plans? r' ❑ ❑ ❑
Are the outlet structures located per the approved plans? ®I ❑ ❑ ❑
Comment:
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 ❑ ❑ ❑ W
DWQ upon request?
Comment:
page: 2

Pusey, Steven
From: Pusey, Steven
Sent: Tuesday, June 26, 201810:49 AM
To: 'timperato@g ibraltarrec.com'
Subje&: FIN: Cobblestone Village; SW8 920725
We previously emailed to incorrect address. Please reference the email below.
Thank you.
-Save Vffajey
DEMLR
From: Pusey, Steven
Sent: Tuesday, June 26, 201810:29 AM
To: '[e-mail]'<[e-mail]>
Cc: Russell, Chris ([e-mail]) <[e-mail]>
Subject: Cobblestone Village; SW8 920725
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section) accepted
the Stormwater Permit Application for a Permit Ownership Transfer on June 22, 2018. The project has been assigned to
Steve Pusey and you will be notified if additional information is needed. Please be advised that the construction of built -
upon area may not commence until the Stormwater Permit is issued.
Thank you.
Steve Pusey, El
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7334 direct
steven.nusev -ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Fnngg.•. ►Rnrrul
aadland Rrsourrri
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Before printing this email, please consider your budget and the environment

Pusey, Steven
From:
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To:
[e-mail]
Sent:
Tuesday, June 26, 2018 10:29 AM
Subject
Undeliverable: Cobblestone Village, SW8 920725
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50 Giibraallttar Roa LLC• CHECK NO. 00210965 11-24
TNT
Horsham, PA 19044
(215) 9384000 VENDOR NO. CHECK DATE I WINT11611101
* INVALID SIX MONTHS AF.TR-R DATE ISSUED ** $89489 06/11/18 $*******505.00
PAY
FINE HUNDRED FIVE AND 00/100
Department of Environmental
Quality
=�
TO THE PO Box 11 Q5 '4
ORDER OF: We9s Fargo Bank N A
Riehmond VA 23218 San Francisco, CA
�4
7
6

Scott, Georgette
From: Tom Imperato <[e-mail]>
Sent: Friday, June 22, 2018 12:10 PM
To: Scott, Georgette
Cc: Parker Moncada; Janelle Iturbe
Subject: [External] RE: Cobblestone Village SW8 920725 Transfer Application
Attachments: Certificate of Authority (Cobblestone).pdf
Ms. Scott,
Attached is a Certificate of Authority that we believe answers your concerns. In particular, please see Exhibit 5 where A.
Janelle Iturbe is identified as an Asset Manager and is authorized to sign.
Please let me know if you need additional information.
Thank you for your quick attention to our application.
Tom Imperato
Office: 215-938-3075
Mobile: [phone]
From: Scott, Georgette[mailto:[e-mail]]
Sent: Friday, June 22, 201811:48 AM
To: Tom Imperato <[e-mail]>
Subject: Cobblestone Village SW8 920725 Transfer Application
Janelle,
You signed an application for the transfer of this permit. This application must be signed by a manager, president or vice
president for Gibraltar Residential I, LLC. OR you can send me a legal document, signed by the manager or president,
that states that you can sign for this LLC.
I need a new manager signature or the legal document noted above before I can accept this application.
Thank you
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette. Scott0mcdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
i^rrail con'espoi,dence t0 and from this address is subject to the
North Carol< �a Pub,ic Records Law and may by disclosed to third pairties.

Scott, Georgette
From: Scott, Georgette
Sent: Friday, June 22; 2018 11:48 AM
To: '[e-mail]'
Subject: Cobblestone Village SW8 920725 Transfer Application
Janelle,
You signed an application for the transfer of this permit. This application must be signed by a manager, president or vice
president for Gibraltar Residential I, LLC. OR you can send me a legal document, signed by the manager or president,
that states that you can sign for this LLC.
I need a new manager signature or the legal document noted above before I can accept this application.
Thank you
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette. Scotto-ncdenr. gov
127 Cardinal Drive Ext.
Wilmington, NC 28406
Email correspondence to and from this erdress is subject to the
'!'orth Carolina Public Records Law and may be disclosed to third parties.

ROMA
.�.' :..r..r.r..
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Stormwater Section
Tracy E. Davis, PE, ChM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
January 14, 2014
Stephen Mansfield, Director of Asset Development
Gibraltar Residential I, LLC
250 Gibraltar Road
Horsham, PA 19044
Subject: Stormwater Permit No. SW8 920726
Name/Ownership Change
Cobblestone Village
Low Density Subdivision Project
Brunswick County
Dear Mr. Mansfield:
On October 18, 2013, Gibraltar Residential i, LLC submitted an application to transfer the
ownership of the permit. A file review and site inspection was performed by DEMLR and as
noted in the enclosed inspection report, the site is currently in compliance with the terms and
conditions of the current state stormwater permit. The Division is hereby notifying you that
permit SW8 920725 has been transfered on January 14, 2014, and shall be effective until
rescinded. For your records, please find enclosed a copy of the updated page 2 of the
previously issued permit), a copy of the inspection report, and a copy of the Name/Ownership
Change form submitted on October 18, 2013. Please attach this cover letter and updated page
2 to your Low Density Permit originally issued on October 21, 1992 and as modified thereafter.
This permit is subject to the conditions and limitations as specified in the originally issued
permit. Please pair special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer the permit, or to renew the permit, will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicato hearing byy filing a written petition with the Office of
Administrative Hearings (OAHrj. The wntten petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be fled with the OAH within thirty (30 days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) und,�or the details of the filin� process at 6714 Mail Service Center, Raleigh, N�
27699-6714, or via telephone at 919-43a1-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please
contact Chris Baker with the Division of Energy, Mineral, and Land Resources in the Wilmington
Regional Office at [phone].
;Sin erely,
DTracy vis, P. E., Director
ivisionof Energy, Mineral, and Land Resources'`*
l-
GDS/csb: G:IWQIShared\StormwaterlPermits & Projects \19921920725 LD12014 01 permit 920725
cc: William Niblock, President, Niblock Development Corporation
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] Fax: [phone]

State Stormwater Management
Permit # SWA 920725
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Gibraltar Residential 1, LLC
CobblestoneVillage
Rice Mill Circle, Sea Trail, Sunset Beach, Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in
compliance with the provisions of 15A NC AC 2H A 000 (hereafter referred to as the
"stormwater rules' and the approved stormwater management plans and
specifications, and supporting data as attached and on file with and approved by
the Division of Energy, Mineral, and Land Resources and considered a part of this
permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
The overall tract built -upon area percentage for the project must be maintained at
30% per the requirements of Section .1005 of the stormwater rules.
2. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
3. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:l./) as defined in the
stormwater rules and approved by the Division.
5. All roof drains must terminate at least 30' from the mean high water mark.
6. Each of the 56 lots is limited to that maximum amount of built -upon -area as.
described in Section 11.12 of this permit.
11. SCHEDULE OF COMPLIANCE
J
1. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swaies or other vegetated conveyances will be repaired immediately.

State of North Carolina
Department of Environment and. Natural Resources
Division of Water Quality
STATE STORMWATER PERMIT NAMEIOWNERSHIP CHANCE FORM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number:I�w` ,.i e `�-
2. Project Name: CA�Utt tip,.A ,Uev;,�
3, Current Permit Holder's Company Name/Organization:
4. Signing Official's Name: ����..��._ Title:.„�tg'' °<��'t�•��:t
E
5. Mailing Address: ` c,(
City: State:. Zip:
6. Phone: ( -� �t)' , `�f'i Fax:
Ile PROPOSED PERMITTEE / OWNER 1 PROJECT i ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete items 1, 2 and 3 below)
Name change of project (Please complete Item 5 below)
Change in ownership of the property/company (Please complete Items -1, 2, 3, and 4 below)
Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization: _ ��i:��� ;t�!r b•;,�-�; I-C,
2. Proposed permittee's signing official's name: ` ; Vw;d tiyy,
3. Proposed permittee's title: & -�i -
4. Mailing Address:
City:_r�C�'vtt State: f�` Zip: t `�,�:1�-�
Phone: Q r Fax: Cj
5. New Project Name to be placed on permit:-�nG���,-i
Please check the appropriate box. The proposed permittee listed above is.
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
The property owner
[] Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed) s
❑ Developer (Complete Property Owner information on page 4)
SSW N/O Change Rev24Se t2012 Page 1 of 4
g p g
7 2 �',

Ill. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result In processing delays or denial of the transfer.
1. This completed and signed form. Tjib.;�ei<kif 600h"' rW mb opmo;§ aril si tied"b both the
g. Y
i�rre t;perinit holder: r� f. he riei app>iiirar t<i#';#h'is is.: ,°cli n e of .owners ip
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, If required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. if the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT IPERMITTEE'S CERTIFICATION
Please check one of the following statements and fill out the certification below that statement.
❑ Check here if the current permittee is only changing his/her/its name, the project name, or mailing
address, but will retain the permit. I, , the current
permittee, hereby notify the DWQ that I am changing my name and/or 1 am changing my mailing
address and/or I am changing the name of the permitted project. i further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required arts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
Check here if current permittee is transferring the property to a new owner and will not retain
ownership of th permit.
10,I�Vk" ._ , the current permittee, am submittinci this application
fora transfer of ownership for permit # , = iJ . ; f SS. I hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections II and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature Date: r " 113
a Notary Public for the State of
County of a16� S , do hereby certify that
I LIO U P-, T. 113 i bl off- personally appeared before me this the -
1' day of Aug jS+ , 20 t 3 , and acknowledge the tion
fo\gRing instru gnt. Witness my hand and official seal, ,1' ep t0 Lo., ,
SSW N/O Change Rdv24Sept20l2
�e2of4
14QTAR),
C( MY
COMMISSION EXPIRES
n 4f112017 .
/, ,IR $ CLOx5t .0
of the 1�

V. PROPOSED PERMOT T EE CE p OFIC 9 IOM: (This section must be completed by the
Proposed Permittee for all transfers of ownership)
ki
i�---, , hereby notify the DWQ that I have acquired
through sale, ase or legal transfer, the responsibility for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system. I
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
the most recent permit
17 the designer's certification for each BMP
any recorded deed restrictions, covenants, or easements
® the DWQ approved plans and/or approved as -built plans
M the approved operation and maintenance agreement
®past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I.understand that -if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not Included, this -application package will be returned as incomplete.
Signature: F•.•E"".��.�,,.� f✓Ir,, rsf Date: yf
a Notary Public for the State of
UL��rt l C , County of "' 'OW � C
yC(!1(i�%{j.- , do hereby certify that
r1t' U1 k(�Sr1�� -( 1 C: personally appeared &fore me this the
` " day of t , i 1NI\V' 20�, and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
t►NOtary i U C�JNlM01gWEAI_,i3�Y7PWrYNRW6lA
NOTARIAL. SEAL
HEATHER L. DIXON, Notaq, Public
Horsham Twp., Montgomery County
My Commission Expires April 16, 2016
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee if required), should be
sent to the appropriate Regional Office of the North Carolina Department of Environment and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the Ropbiri
vpert owner
must cam lete and sign page 4 of this document. Both the lessee / developer and the
owner will appear on the permit as permlttees.
.y 4
q, x
SSW N/Q Change Rev24Sept2012 Page 3 of 4

Compliance Inspection Report
Permit: SW8920725 Effective: 03/02/10 Expiration:
County: Brunswick
Region: Wilmington
Contact Person: William T Niblock Title:
Owner: Niblock Development Corporation
Project: Cobblestone Village
Rice Mil! Cir
Sunset Beach NC 28468
Phone: [phone]
Directions to Project:
Approx. 1.6 miles west of intersection of NC904 & NC179 right to Clubhouse Road, left onto Rice Mill Circle site on left.
Type of Project: State Stormwater - Low Density
Drain Areas: 1 - (Calabash River) (03-07-59 ) ( SA;HQW)
On -Site Representative(s):
Related Permits:
Inspection Date: 11/01/2013 Entry Time: 02:00 PM
Primary Inspector: Christopher Baker
Secondary Inspector(s):
Reason for Inspection: Other
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant Q Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Exit Time: 02:30 PM
Phone:
Inspection Type: Transfer Renewal
Page: 1

Permit: SW8920725 Owner - Project: Niblock Development Corporation
Inspection Date: 11/01/2013 Inspection Type: Transfer Renewal Reason for Visit: Other
Inspection Summary:
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:
Yes No NA NE
w❑❑❑
f!1❑❑❑
®❑ ❑ ❑
2 tr
Page: 2

A I PHTA EMC
March 8, 2018
Tom Impera€o
Gibraltar Real Estate Capital
250 Gibraltar Rd.
Horsham, PA 19044
Re: Cobblestone Village, Sunset Beach, NC — SWPPP Inspection
Tom,
Per yo.ur a
aLrnuv * , please see Final stabilization report for Cobbl:st.w aa Itrlul-a v . Rhia lots currently owned by Gibraltar are wooded, fully stabilized and are considered
in compliance with the state permit. Likewise, all storm water management
facilities (Best Management Practices or BMPs), primarily comprising of grass
swales, sub -surface box -culverts and CMP (corrugated metal pipe), and a small,
partially of -site detention basin, are clear of debris, are stabilized and function as -
designed according to the Storm Water Pollution Prevention Plan and "NPD
permit. No additional maintenance is required at this time.
Any active lots that do haveBMPs should be under ownership of other various
builders in the community to which you may have sold. Those builders" are subject
to anu rCgilired t0 comply vrtth the tenns and conditions of t mP."" and
NPI)ES. the ��ir i i I aYit;
If you have any other questions or concerns please feel free to reach out and I will
be happy to assist.
Regards,
Ryan t yree
A.IphaEMC
Consultant Services Manager
Scanned by CamScanner

�r
ALPI AEMC
ENVI WNMENTAL SAFFIY AND ENFAA:V SOWTIONS
Site Inspection Report
Client:
Gibraltar Asset Management Services LLC
Subdivision:
Cobblestone Village at Sunset —Gibraltar Mgmt DEV
Inspection Date:
211912018
inspector.
Jacob Hubbard
Inspector Information:
hone: 843-424-4791
mall: 'hubbard@alphaemacom
EPSI-11432
Weather Conditions:
Q Dry Q Rain Q
Q 0 QRain
Frozen Thawing Forecasted
Snow 0 Icy Q Other:
Inspection Type:
Final Inspection
State of Inspection:
NC .
Permit Information:
SM920725 .
Permit Expiration:
a/1/2018Permit Expiration Date: 8/1/2018
Time of Inspection:
11:30am
Describe construction
phase:
vertical
SWP Controls
Yes
No
NIA
Responsive Action Log
A. Are there Site related excess sediment or other
pollutants discharging from the Site?
X
B. Are the Site Storm Water Controls and the SWP
consistent with each other/
X
C. Are additional Storm Water Controls needed?
X
D. Are all Site Storm Water Controls shown on the
Site Map?
X
Erosion/Sediment Controls
Yes
No
NIA
Responsive Action Log
E. Are Exits/Entrances properly stabilized?
X
F. Are public roads directly connected to the Site
free of excessive sediment/mud/debris from the
Site?
X
G. Are Stockpiles properly placed/maintained?
X
H. Are Structural controls in good repair?
X
I. Are exposed areas stabilized as required?
X
Maintenance
Yes
No
NIA
Responsive Action Log
J. Are hazardous materials properly managed?
X
K. Is excess sediment being handled properly on
streets & gutters within the Site?
X
L. Are washouts properly installed and maintained?
X
M. Are controls present for trash, debris, and litter?
X
N. Are waste receptacles properly located?
X
0. Additional cleanup needed?
X
General
Yes
No
NIA
Responsive Action Log
P. Is contact information provided on site?
X
Q. Are the Applicable Permit and the SWP on site?
X
a
R. Have Responsive Actions from last inspection
been timely addressed?
X
S. Have there been any Federal/State inspections
since last inspection?
X
y
v
.. X�
S J'ri222313 t
N

T. Was Site Inspection Report Form for the last
inspection signed by the appropriate person(s)?
Comments
rain data for previous 7 days: no precipitation [no discharges]
Responsive Action Log
Noted Durjne Prior Finalised 1r.
I Date
Responsive Action Responsive
Log Date Action
Reference # Location and Responsive Action Noted Completed Initials
There were no previously existing responsive actions for this subdivision on the date of the inspection.
Noted Durine This Inspection I
Date
Responsive Action Responsive
Log Assigned Action
Reference # Location and Responsive Action To Completed Initials
There were no new responsive actions for this subdivision on the date of the inspection.
Supplemental State Requirements for NC
Observations of Runoff at Sediment Basins & Stormwater Discharge Outfalls
Inspected at least once every seven calendar days and within 24 hours after any storm event of greater than 0.5" of rein per 24 hour period.
Table Legend:
Sediment in Stream. Wetland or Buffer: Is there any visible sediment deposited in a stream, wetland or buffer? Y or N
DWO Contacted: If sediment was deposited in a stream, wetland or buffer, was DWO contacted? Y or N
Sediment on Adjacent Properties: Is there any visible sediment deposited on adjacent property(fes)? Y or N
Increased Turbiditv: Is there any visible decrease in stream clarity (increased turbidity) because of a discharge? Y or N
Oil Sheen: Is there oil sheen in the stornwater discharge? Y or N
Clarity, Choose the number, which best describes the clarity of the discharge where 1 is clear and 10 is very cloudy.
Floating Solids: Choose the number which best describes the amount of floating solids in the discharge where 1 is no solids and 10 the surface covered in
floating solids.
Suspended Solids: Choose the number which best describes the amount of suspended solids in the discharge where 1 is no solids and 10 is extremely muddy.
NOTE: If answering YES to any of the questions, a corrective action must be provided in the Responsive Action Log above
Sediment
in Sediment
Stream, on Description
Wetland DWQ Adjacent Increased Oil Floating Suspended of
Discharge Point or Buffer Contacted Properties Turbidity Sheen Clarity Solids Solids Observations
There are no discharge points identified for this report
Has all land disturbing activity been completed? Ir
Has the final permanent ground cover been completed & established? r
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons
who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fine and imprisonment for knowing violations.
Inspector
Name: Jacob Hubbard
Title: FC
Inspector Information:
phone:[phone]
email: jhubbardigalphaemc com
CEPSCI-11432
Signature:
Date:
Gibraltar Asset Management Services LLC Representative
Name:
Title:
Signature:
Date:
No part ofthis publication may be reproduced, distributed, or transmitted in any form or by any means, including photocopying, recording, or other electronic or
merlranical methods, without the prior written permission of Alpha EMC outside of intended use.

Lot Number
Street Address
Legal Description
Parcel ID
Parcel Pin
Owner Name
Conveyance Date
Deed Book
Page Number
L-1
147 TALBOT COURT
L-1 COBBLESTONE VILLAGE PLAT 341148
242PDO01
104504746453
MELVIN GARY D ETUX SHERRY S
10119/2009102986
04441
L-2
143 TALBOT COURT
L-2 COBBLESTONE VILLAGE PLAT 341148
242PDO02
104504745443
GCAM LEGACY LAND LLC
4/12/2016
03756
0862
L-3
141 TALBOT COURT
L-3 COBBLESTONE VILLAGE PL 341148
242PDO03
104504744443
GCAM LEGACY LAND LLC
4/12/2016
03756
0862
L-4
1144 TALBO T COURT
L-4 COBBLESTONE VILLAGE PLAT 34/148
1242PDO04
104504744533
BLEV!NS RAYFORU TODD ETUX SALLY R
7/9/2010
03064
0777
1-5
1170 BELLWOOD CIR
L-5 COBBLESTONE VILLAGE PLAT 34/148
242PDO05
104504744681
THOMAS ROBERT LAND THOMAS LINDA P
3/3/2017103883
0488
L-6
i
L-7
168 BELLWOOD CIR
L-7 COBBLESTONE VILLAGE PL 65/10
242PDO07
104504744618
BURNETTE CAROLYN H
6114/2016103777
0862
L-8
164 BELLWOOD CIR
L-8 COBBLESTONE VILLAGE PL 65/10
242PDO08
104504743798
BUMGARNER STEVE BURL ETUX BUMGARNER SUSAN DUNCAN
3/4/2016
03742
10408
L-9
162 BELLWOOD CIR
L-9 COBBLESTONE VILLAGE PLAT 34/149
242PDO09
104504744807
SORIANO JOSEPH A ETUX MARGARET
4/16/2017
02590
10867
L-10
141 MCAULEY CT
L-10 COBBLESTONE VILLAGE PLAT 34/149
242PD010
104504743992
SISSIN JAMES L
6/22/2017
03923
0343
L-11
143 MCAULEY CT
L-11 COBBLESTONE VILLAGE PLAT 34/149
242PD011
104504743979
SISSON JAMES L ETUX SISSON PAULETTE H
9/8/2015
03685
0703
L-12
145 MCAULEY CT
L-12 COBBLESTONE VILLAGE PLAT 34/149
242PDO12
104502753088
ZOHN HARRY L ETUX RILEY PATRICIA E
9/3/2015
03684
0676
L-13
146 MCAULEY CT
L-13 COBBLESTONE VILLAGE PLAT 34/149
242PDO13
104502754058
BELCH CHARLES H ETUX BELCH PATRICIA A
6/20/2017
03921
1043
L-14
148 MCAULEY CT
L-14 COBBLESTONE VILLAGE PLAT 341149
242PDO14
104502755035
YARBOROUGH CYNTHIA
3/28/2017
02578
10915
L-15
156 BELLWOOD CIR
L-15 COBBLESTONE VILLAGE PLAT 34/149
242PDO15
104502755086
VIOLA JOSEPH G SR ETUX VIOLA MARY J
7/3/2017
03928
0398
L-16
154 BELLWOOD CIR
L-16 COBBLESTONE VILLAGE PLAT 34/149
242PDO16
104502756036
VIOLA JOSEPH G SR ETUX VIOLA MARY J
7/8/2008
02815
0225
L-17
152 BELLWOOD CIR
L-17 COBBLESTONE VILLAGE PLAT 34/149
242PDO17
104502756096
PEARCE ROBERT C TRUSTEE AND PEARCE LORI E TRUSTEE
6/30/2010
03059
1387
L-18
150 BELLWOOD CIR
L-18 COBBLESTONE VILLAGE PLAT 34/149
242PD018
104502757046
WHITSON MICHAEL T AND WHITSON KATHY D
8/22/2017
03948
1163
L-19
148 BELLWOOD CIR
L-19 COBBLESTONE VILLAGE PLAT 34/149
1242PDO19
104502758006
WHITSON MICHAEL T AND WHITSON KATHY D
8/22/2017
03948
1163
L-20
146 BELLWOOD CIR
L-20 COBBLESTONE VILLAGE PLAT 34/149
242PDO20
104502758056
SEAMAN DAVID S ETUX MONICA L
12/19/2007
02719
0153
L-21
144 BELLWOOD CIR
L-21 COBBLESTONE VILLAGE PLAT 34/149
242PDO21
104502759015
HARTSBURG WALTER I ETUX SUSAN C
11/14/2011
03211
0454
L-22
142 BELLWOOD CIR
L-22 COBBLESTONE VILLAGE PLAT 34/149
242PDO22
104502759066
TEIFER COLLEEN
3/17/2017
03884
0022
L-23
140 BELLWOOD CIR
L-23 COBBLESTONE VILLAGE PLAT 34/149
242PDO23
104502850016
GCAM LEGACY LAND LLC
4/18/2016
03756
0862
L-24
138 BELLWOOD CIR
I L-24 COBBLESTONE VILLAGE PLAT 34/149
242PDO24
104502850076
SLOMINSKI SHIRLEY A
10/28/2016
03832
1142
L-25
136 BELLWOOD CIR
L-25 COBBLESTONE VILLAGE PLAT 341149
242PDO25
104502851036
GCAM LEGACY LAND LLC
4/18/2016
03756
0862
L-26
134 BELLWOOD CIR
L-26 COBBLESTONE VILLAGE PLAT 34/149
242PDO26
104502851096
ANNESI ROBERT C
3/31/2017
03889
1178
L-27
132 BELLWOOD CIR
L-27 COBBLESTONE VILLAGE PLAT 34/149
242PDO27
104502852046
CALDWELL GREGORY LAND CALDWELL ANNETTE M
12/16/2016
03851
0965
L-28
130 BELLWOOD CIR
L-28 COBBLESTONE VILLAGE PLAT 34/149
242PDO28
104504843412
EMBLER GARY T ETUX KELLI G
8/16/2016
02452
1217
L-29
117 BELLWOOD CIR
L-29 COBBLESTONE VILLAGE PLAT 34/148
242PDO29
104504842655
FLEISCHMANN PHILLIP J ETUX DEBRA M
5/15/2007
02608
0706
L-30
119 BELLWOOD CIR
L-30 COBBLESTONE VILLAGE PLAT 34/148
242PDO30
104504842741
PHELPS PATRICIA V
4/29/2009
02919
0623
L-31
121 BELLWOOD CIR
L-31 COBBLESTONE VILLAGE_ PLAT 34/148
242PDO31
104504842746
COURTNEY SHIRLEY T
7/25/2008
02821
0510
L-32
123 BELLWOOD CIR
L-32 COBBLESTONE VILLAGE PLAT 34/148
242PDO32
104504842.832.
ERVIN MACHELLE R
11/16/2016
03840
0721
L-33
127 BELLWOOD CIR
L-33 COBBLESTONE VILLAGE PLAT 34/149
242PDO33
104504842930
GCAM LEGACY LAND LLC
4/18/2016
03756
0862
L-34
135 BELLWOOD CIR
L-34 COBBLESTONE VILLAGE PLAT 34/149
242PDO34
104504841849
KENNEDY ROBERT E & MARTHA B NEIL
12/19/2017
02719
0132
L-35
1.37 BELLWOOD CIR
L-35 COBBLESTONE VILLAGE PL 34/149&2948-130
242PDO35
104504840889
PERRETTA RALPH E ETUX PERRETTA JEANETTE
6/30/2009
02948
0128
L-36
141 BELLWOOD CIR
L-36 COBBLESTONE VILLAGE PLAT 34/149
242PDO36
104504749898
EVANS BETTY HARDISON
9/30/2014
03571
0555
L-37
158 NEW HAVEN CT
L-37 COBBLESTONE VILLAGE PLAT 34/148
242PDO37
104504840789
GCAM LEGACY LAND LLC
4/18/2016
03756
0862
L-38
164 NEW HAVEN CT
L-38 COBBLESTONE VILLAGE PLAT 34/148
242PDO38
104504841665
TEAL NONA J
9/28/2007
02682
0409
L-39 :
163 NEW H/kVEN CT
L-39 COBBLESTONE VILLAGE PLAT 34/148
24211313039-,
104504841612
THOMPSON ANDREW REID ETUX THOMPSON CHRISTAJ
9/29/2017
03965
0836
L-40
161 NEW HAVEN CT
L-40 REV COBBLESTONE VILLAGE PLAT 36/289 -
242PDO40
104504840622
ENTRUST CAROLINAS LLC TRUSTEE
5/8/2007
02604
0928
L-41
159 NEW HAVEN CT
L-41 COBBLESTONE VILLAGE PLAT 341148
242PDO41
104504749686
CHEN PINLIANG ETUX WEI JIN
10/24/2006
02494
0624
L-42
157 NEW HAVEN CT
L42 COBBLESTONE VILLAGE PLAT 34/148
242PDO42
104504749730
REYNOLDS DARLENE M ETVIR REYNOLDS REED M
2/20/2007
02557
0914
1-43
155 NEW HAVEN CT
L-43 COBBLESTONE VILLAGE PLAT 34/148
242PDO43
1045047487941
NOLAN JAMES E ETUX NOLAN LESLIE J
9/27/2016
03819
1288
L-44
153 NEW HAVEN Cl"
L-44 COBBLESTONE VILLAGE PLAT 34/148
242PDO44
104504748794
TOMPKINS ANTHONY L & JANET A
6/29/2007
02635
0318
L-45 ' - -
1
15 , NEW HAVEN CT '
COBBLESTONE- 1.
�L-45 COBBLES , Olv� VILLAGE PLAT 34/149
242PD045 .•
104504748822
. - F
JOHNSTON..HJOANIV R
3/23/2012
03251
0476 •
L-46
1147 BELLWOOD CIR
L-46 COBBLESTONE VILLAGE PLAT 34/149
242PDO46
104504748819
GCAM LEGACY LAND LLC
4/18/2016
03756
10862

L-47
151 BELLWOOD CIR
L-47 COBBLESTONE VILLAGE PLAT 34/149
242PDO47
1045047478271
KEARNS JAMES M ETUX KEARMS SAUNDRA H
6/22/2017
03923
0341
L-48
153 BELLWOOD CIR
L-48 COBBLESTONE VILLAGE PLAT 34/149
242PDO48
104504746839
KEARNS JAMES M ETUX KEARMS SAUNDRA H
7/30/2007
02650
0510
L-49
157- BELLWOOD CIR
L-49 COBBLESTONE VILLAGE PLAT 34/149
242PDO49
104504746805
DEMARCO FRANK ETUX DEMARCO LISA
3/20/2017
03885
0121
L-50
163 BELLWOOD CIR
L-50 COBBLESTONE VILLAGE PLAT 34/149
242PDO50
104504745769
DEMARCO FRANK ETUX DEMARCO LISA
6/7/2017
03916
0984
L-51
1169 BELLWOOD CIR
L-51 COBBLESTONE VILLAGE PLAT 34/148
242PDO51
104504746745
BLE`IINS RAYFORD T ETUX SALLY R
6!29l2007
02635
0265
L-52
171 BELLWOOD CIR
L-52 COBBLESTONE VILLAGE PLAT 34/148
242PDO52
104504746780
WAITZMAN DOUGLAS C ETUX WAITZMAN DEBORAH G
8/31/2015
03682
0747
L-53
173 BELLWOOD CIR .
L-53 COBBLESTONE VILLAGE PLAT 34/148
242PDO53
104504747626
1 COPLEY ROBERT & SUSAN COPLEY TRUST
5/30/2017
02617
0329
L-54
175 BELLWOOD CIRCLE
L-54 COBBLESTONE VILLAGE PLAT 34/148
242PDO54
104504747652
CASAGRANDA BETTE A
5/23/2007
02613
.0923
L-55
177 BELLWOOD CIR
L-55 COBBLESTONE VILLAGE PLAT 34/148
242PDO56
104504747588
FARMER ROBERT M ETUX FARMER ANNE LESLEY
10/25/2017
03976
0971
L-56
1179 BELLWOOD CIR
L-56 COBBLESTONE VILLAGE PLAT 34/148
242PDO56
104504748503
LIBUCKI EDWARD J JR ETUX DEBORAH A
11/2/2009
02989
1362
L-57
1181 BELLWOOD CIRCLE
L-57 COBBLESTONE VILLAGE PLAT 34/148
242PDO57
104504748449
TRAUTMAN KENNETH J ETUX BEVERLEY J
12/19/2008
02866
10986
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ECEC PROJECT NO. O853

I I PROPERTI' I , � I
BOUNDARY I � �
I
I I 102 13 14 I© 1 6 I 0 RDP �YMA,AIM�. •' 1 i / / \ �
SWALE 1 I S ► 9 )•'20 2 i ®
FORMER -Al)® ® ® ®
LY
BE 1D•DFW U7Y I 28
N/
BEM row
SWALE 15
FORMERLY"137.1
•
/A f FORMERLY'A2
-ry LLreaPArT
SWALE4
(FORMERLY Ili) ��:',! �! ' r. `� ® �% `, ,` , ''; 4,1 1✓,v (rYPI �c\ \ `\ \ IA
SWALE3 l 3G 35 34
$� I I ► i .{ ,� 1� (FORMERLY'Aj:y: 1 �\ ` \ \ SWALE IS
®i I ♦ I ® %� + �\ `A `` ` \ `\ �,1 (FORMERLY
H--i-
,� •EDUMIN31WOM1 •i \� i�' ,� / SWALES '�, 11 SI�IALE1 ` ���ak•��+ r ��' i i - AAA
e \ ` r. / ' S I (FORMERLY'B") 11 (FORMERLY'11")
(FORMERLY
CMRaO r ^
1 INV, fsA . ' 4oa WEIIAND J '• W W W�, , 43 j
O '\ wv.17a ++ = _\ 31 / I i�j O
�1 R\\ 52 W�� 42SWALE 5
PROF my�.� , \ `�\. (FORMERLY"B21 53
BOUNDARY ,3�0
;, 'SWALE
14
54 (FORMERLY�
A
PROP
BwaLEN OUPIDpRY--------- AN1RFORMERLY•G1 �r)
�5
/
�` ` •\ „ .e 319 OTNa'..) ✓� i �� i i I ,\.
� j
SWALE '\SWALE I
5G ` `. �� (FORMERLY'11A' W 1 (FORMERLY.1w)
JyIT, W. OUT. aeA
ALES
I PRCD,]8� i C•�7 \I `` . �, '" r. W • J .. " JNV.INyii�% L
MN4BnE VENiiA&7 �L � 5 / _
O - YMM) ,� \ \ M1*BoaruiERrr�aem r �$WAL�\� _. N• I�ti�g lakes
\ (FOIn,ERLrMEm) .'� (FORMERLY'D'� �� N• + W i % 1p `per' g j
wv.our.ao. - _sFORMERLY•E9
> 1 ,
SWALE7 (FORMERLY'D2'y`-,a,,--------
r' (FORMERLY "G1 Wppp GRq� - - ~
LEGEND: i
\-___--�-r
'
r ^
02 LOT NUMBERS CIRCLED
PROPERTY t
ARE OWNED BY THE
I SWAIE10
BOUNDARY (FORMERLY'Dl') '�
'
DEVELOPER
L1FT�TIM
I
A` '
SWALE 18 j
I
WMAND5
i
l (FORMERLY -HI (
1
PROPERTY OWNERS TABLE
LOTNUMBER
PROPERTYOWNER
1
GARY0.E6lERRYb.
MMVN
a
NAIAacvsvEnPEm1r
LVRPDR/,TNTN
a
NMACKDEYE3OPNEJr
4
waoacDEVETAPMEr1r
corlPal/,TBw
s
muxv LdeRrALee,A1
e
LOTECOMBDasDTONTiti
iGm1AS
NEtDGCDLYEI�L@Tf
CONPORATON
B
Ne1LO0KOR'¢DR6xt
COfiPDiN11d1
B
JOBEPNAdPAROAREi
WPLVIO
1D
ManOAD9'ElOR1lNr
ww MCN
11
NERAOJCDd'EIAPMEM
CORPORATION
,a
wesodc DEYEILPY@!r
CORPORIOIDN
13
NBLOOr OBIElOPlHR
wRPMTsa
1N
cttmwrARaoaousx
1s
IaSIAcxDEvenPMerr
c0RP00AIIDN
Is
.asaxewma
vlaA
17
NEIDC%DEVELOPNDR
MRPOPAD0.Y
18
NRL cc B
19
NALOGCDIVEIIPMa4T
CDRPOMTION
20'
OAND aE11CN1OAL
aPAww
91
NaLOpCDERrOPABLT
00RPM11M
22
N,=CDEY84P
DORPOMTION
aP
wRIADa DEvaAPxEPrt
[%DiPOMl10N
84
NBitOCR DaV9AP,tENI
WRPOPATION
35
NIBU=DEVG1.0r J
WPMPATpN
NEN CDRPMT MQlr
CORPDMTpp
27
mla O DEVEAPMENT
CtRPOR,TOY
EAR11fiamW a
E
�
PImuP.Ld®RA N.
J..
FLE1liCI1MPNN
90
PAIRNINV.P1eaP3
31
OwRLEYT.OpIRTPEI'
32
NIBILORDEVaDPMENT
0011 R 9
ss
xuuocxr6vaAwENr
0,12
94
RD®REI®REOY
as
RNPREAJ[AIEtTZ
PETDFTTA
39
. NLAMNDIE
NOUN
37
xlmaxDEvaDPEIErTr
wmDRATIDx
59
_
w1 i rAL
as
PATReRAeeDDxa
aAE1DBAMCATRD8IEE
40
cul[uwa9 DMAW.IIO
41
PIIAMNED Amm
49
0.1N flffaipDad
N--ft
43
imosi dPAnOnA
PERwsox..
44
ANR,D11r L&a &
CPU
45
NKLMCWWPb
com�oROIDn
�
NIMAOx DEVEIAPEiNr
mRrDRatox
47
w DsvealvnEMr
cORPDRATlw1
45
MYF)aul:Auura
mzm
49
xuRLOADEVHAWSFM
mRPMTUN
NMaaW
CORPORATnII
51
MYFORDT.d E_VM
eamn
52
RDeeeaslMSEI
T11118TBE
53
awatrcowara
eO CDPLZI, Rr
54
serleD/awglww
96
ROBERPN. FARMER
Es
m,YARDAd
DEHDRN1AlIMlrq
r
10alNE adBEVERLaYa
1xAORNw
Relvisions
o A'
O �
�
W
MaPQ
�
O
E
(n
rn
rn
Cobblestone Who
STORMWATER PLAN
BrummiakCounty, North Carollna
SCAMP-60'
b I
V
e`!`30 2
STORMWATBRNARRATIVB
60 120 ISO
t 2
STORMWATER DATA
D
nas.:I"
.
aN�:r" ao•
Cobblestone Pillage SubclMskm is located in Brunswick County in the Sunset Beach area The
IMPERVIOUS AREA- ROADWAYS...................................................69,507 SF (1.596 AC.)
LiFT STATION DRIVEWAY.................................8150 SF (0.020 AC.)
n".,.a ey; JTP
cn.Nto:a
project area is located off NC 1179 in the Sea Trail developauent_ The developer proposes to
LIFT STATION CONCRETE PAD........................460 SF (0.011 AC.)
WAC1
consmhct made, and install water utilities to serve 56 residential lob. The total project area is 18.442
TOTAL .....................70,837 SF (1.626 AC.)
acres. `The mitialplanproposed 57residential lots. Them are now 56 residential lots. Lotnumber6
IMPERVIOUS AREA= RESIDENCES................................................................166,654 SF (3.626 AC.)
has been combined with lots 7 and 8 to form lots 7 and 8.
LOT 30 - 2,700 SF EACH
LOTS 13 AND 45 - 2,554 SF
Lot 6 was allocated 2909 SP of impervious area The mad area has been reduced by 869 SP due to a
LOTS 10, 15, 19, 21, 23, 25, 33, 47. AND 50 - 2,920 SF
smaller area in McAuley Court serving lots 10 thm 14, The impervious allocation for lot 13 has
LOTS 2, 3, 7, 8, 11, 12, 17, 1 B, 22, 24, 26, 27, 32, 37, 46, AND 49 - 3,173 SF
been reduced to 2554 SP from 2909 SR, A total of 3924 SF has been redistributed among the
LOT 4 - 3,025 SF
1105 Pun Is NOT LIME
d
remaining kits is shown on the impervious saes allocation retie. None of the redistributed
2B AND 57 - 3,024 SF EACH
CONSTRucnox wla,n
AFFIXED coaP6aATe s
impervious allocation creates a pocket of high density and the overall density of the project has.been
ALL REMAINING 25 LOTS - 2,909 SF EACH
maintained at the originally permitted amount of 237,491 SF which resents 29.563% of the total
��'S'•�••l P
BASE INFORMATION NOTE:
(SEE IMPERVIOUS ALLOCATION TABLE FOR MA)DSUM IMPERVIOUS
IIIII
pmjectatea:
VALUES FOR EACH LOT)
�+`t cAI/ ,,
BASE INFORMATION TAHSN FROM A FINAL PLAT TMED. "SUBDIVISION MAP OF COBBLESTONE VILLAGE AT
TOTAL IMPERVIOUS AREA.:............................................................................237,491 SF (5.452 AC.)
Stomhvwtet will sheet floor from all impervious area§ as originally designed The developer has
SUNSET Bi111C1", DATED 11-30-05 AND RECORDED IN THE BRUNSWICH COUM REGISTRY IN MAP CABINET
34. PAGE 145 AND 140, BY NORRI9 &WARD SURVEYORS. raT.aaealr, NC MID OWNER PROVIDED INFORMATION
TO COMBINE LOTS S, 7 & 8 INTO NEW LOTS 7 &SAS SHORN. TAT 6 HAS RLEMDiAT1ID FROM THAT
TOTAL PROJECT 44
AREA......:......................................................................803,338 SF 18.2 AC. )
% OF IMPERVIOUS AREA TO PROJECT AREA....................................................29.563% Z C
_ SEAL Fes;
-
installed asphalt wads throughout the subdivision, with flat concrete Lvrbillg that will allow the
stOmlwatei to Sheet flow to IDadalde Swales and then to an existingca4te 0.8 AC. The proposed
PmP
BEEN
SHOWN OMN THE FINAL PLAT ON MAP CABINET' 36, PAGES 148 h 149. TOPOGRAPBIO- AND WETLAND
INFORMATION PROVIDED BY NORRIS & WARD SURVEYORS.
It IV�Li
FEB 2 5 2010
%y, a
c� O)N6.
�4i r8rylANbn1""
impervious area Allocation per lot is listed in impervious area allocation cabin
BY:
C2 ( `
ECEC PROJECT NO. 0653

Revisions
ALLSWALES REDUIRETEMPORAHY LINING.
.ESTABLISH VIGOROUS PERMANENT
VESETATM GROWTH ON SLOPE BANKS AND
OHANNEL(SEE 'EROSION CONTROL NOTES
AND SCHEDULE)
I P' f DATA TABLE
TYPICAL TRAPEZOIDAL GRASS SWALE
NOTTOSCALE
NOTES:
1- VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONG THE
BANKS OF DITCHES AND DISTURBED AREAS WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
SHALL BE USED TO PROTECT BANKS
PULL SLOPES BACK TO BLEND
INTO EXISTING TERRAIN, TYP.
2. WHERE -SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%,
JUTETHATCHWG OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED.
SA
SEE SWALE
DATATABLE
TYPICAL ^V DITCH' GRASS SWALE
NOTTOSCALE
I0"-24' HELOW SURGRADE
INVERT ELEV.
(SEE PLANS)
°ACTURED 13Y
10 DRAINAGE, INC.
TYPICAL MINI -BOX CULVERT
NOTTOSCN-E
RIW RAN
tO DRAINAGE 80' 1O DRAINAGE
EASEMENT4' �, B$ 4 EASLTAENT
1-1L2' WASPHALT U? CONCRETE
FLAT CURB
--
$7 9A w':: •''..:: Nt;'4-'�S .
TYP.
'-S' AGGREGATE BASE COURSE
12'CONCRETE COMPACTED SUBGRADETO BS% MDD. PROCTOR DENSITY
FLAT CURB
TYPICAL CUL-DE-SAC SECTION
NOTTOSCALE
4
RIW
w
11r DRAINAGE w
EASEMENT 11. q' 1' 1B 1' ¢
1-1/2' I.2ASPHALT
Al/Fr3•U 9^ 1'I ,I. n T GYP.
V AGGREGATE BASE COURSE
18'CONCREE COMPACTED SUBGRADETO 96% MOD. PROCTOR DENSRY
HIATCURB
TYPICAL ROADWAY SECTION
NOTTO SCALE
TYPICAL CUL-DE-SAC PLAN VIEW
NOT TO SCALE
1 D DRAINAGE
m
CULVERT DATA TABLE
CULVERT
DRAINAGE AREA
10 YEAR FLOW
SIZE
(AC)
(CFS)
(IN)
MB-1
4.67
12.55
18
CMP-4
5.73
12.51
18
MB-7
2.20
4.44
18
MB-10
1.84
3.32
18
SWALE DATA TABLE
SWALE#
BOTTOM
WIDTH (FT)
DEPTH
MIN. (FT)
LONGITUDINAL
GRADE (%)
1
1
1.5
0.70
2
1
1.5
0.50
3
1
1.5
0.70
4
1
1.5
0.70
5
1
15
0.50
6
2
2.0
0.50
7
1
1.5
0.50
8
1
1.5
0.50
9
1
1.5
0.80
10
1
1.5
0.50
11
1
1.5
0.50
12
1
1.5
0.50
13
1
1.5
0.50
14
1
1.5
0.50
15
1
1.5
0.50
16
1
1.5
0.50
17
1
1.5
0.50
18
1
1.5
0.56
19
1
1.5
n.Sn
CLASSACONC. IV GRASS
SEETYP. SHOULDER NOTE:
FLAT SPILL CURBTO
PASECTION E'er +T-�AFlCfLLED BE USED ALONG ALL
[• -:?.. ry OF EASTBROOK DRIVE
::._'_:�
FLAT SPILL CURE
NOT TO SCALE
DRAINAGEAUTILITY �...J
EASEMENT
W z
O
W F
A W PH
O
EryO Z
� U
W
rn p W
W
al E"
O �
U z
S..L.:As IsaGTrrX
Drava By, O'14
Cs..k.d R -•AC
1 Ire I-2 ASPHALT
COMPACTED SUBSRADE (PER SPECS.)
6' ABC COMPACTED STONE BASE
(COMPACTED TO 1CO%MODIRED
PROCTOR)
TRS RAN IS NOT ISSUED FOR
CONSTRUMM WORDUf
AFRKm CORPORATE SEAL
R
i
1?.CEA
TYPICAL PAVEMENT SECTION
NOT TO SCALE
�j!. S�ZDJD
:¢ SEAL r: c
I 9SD5,4,1u,
C3
ECEC PROJECT NO. 0853

Reviaioae
DRAINAGE
AREA DA-1
(FORMERLY Al)
4.67 AC.
DRAINAGE
AREA DA-11
FORM 1 (
(FORMERLY "Ai')
FORMERLY G
( )
1.27AC.
\
�SWALE 2y
`�
SWALE 15
�IFCRMERLY'IG�
(FORMERLY'A2°)
.-- <— +--
l DRAINAGE
SWALE4 AREA DA-2
I
1
(FORMERLY-BI-)�
(FORMERLY A2)
I
I 1.09 AC.
SWALE a
(FORMERLY -A°) L
SWALE 18
(FORMERLY"'bRAINAGE
DRAINAGE
DRAINAGE
AREA DA-4
`� AREA DA 14
AREA DA-1�
(FORMERLY
(FORMERLY )
swALEs
SWALE 17
(FORMERLY 12)
0.97
(FORMERLY'01
(FORMERLY-111
1.52 AC.
1.23 AC.
1
DRAINAGE DRAINAGE
AREA DA-3 AREA DA-13
(FORMEAC. B1) ` '\ SwALES (FORMLY ER11)
5.73 �(FORMERLY-mi DRAINAGE 1.37 AC. 1
AREA DA-6
(FORMERLY C2 SWALE 14
1.35 AC (FORMERLY'F")�
Y
SWALE 9 � +
[FORMERLY /`
D AGE swA 14 1 1
AREA -8 (FORMERLY-nA") ,l 1
SWALE8 (FORMERL
R R (FORMERLY-U-) 0.46 AC.
SWALE 12
(FORMERLY"D°) POND
SWALE 7�
(FORMERLY-Cl'I
DRAINAGE
AREA DA-5
(FORMERLY Cl)
2.20 AC.
~ —+ SWALE 11
+-c
(FORMERLY °D21
ASWALE 10
DRAINAGE (FORMERLY -DP)
AREA DA-7
(FORMERLY D1)
1.84 AC.
SWALE 1S00-
(FORMERLY "E°)-�
A�
y � T
SWALE Is
DRAINAGE (FORMERLY-Hj
AREA DA-12
(FORMERLY H)
1.39 AC.
SWALE i5
(FORMERLY-G )
YINAGE
A DA-9
RMERLY E)
AC.
�I
8oele:l- = 60'
Draw 8y. ]1P
Checked B-ACE
DRAINAGE AREA MAP
O 30.- 66-_--, ... 120 ISO r� yy9+
:4 SEAL �'
61p/p Nt3 nE`��>Y
���NiR",,,�
DA-MAP
oI 6eal Coaeeerlag & uyuog. PC— ECEC PROJECT NO. 0653

S
TORMWAT R MINOR MODIFICATION FLAN
FOR
COBBLESTONE VILLAGE
SUNSET BEACH, NORTH CAROLING.
FEBRUARY 2010
�`fi'•! . 6;.,
4ay�T'kn� • a as ao
IfIr
may � • #�` m
1 �
63
SUNSET BEACH
OWNER:
NIBLOCK DEVELOPMENT COMPANY
300 McGILL AVE, NW
CONCORD, NC 28027
[phone]
SHEET SCHEDULE
COVER SHEET
CI -SITE MAP
C2-STORMWATER PLAN
C3=STORMWATER DETAILS
DA-MAP-DRAINAGE AREA MAP
APPROVED Ly'
NORTH CAROLWA ENVIRONMENTAL
MANAGEMENT COMMISSION
DMSION OFWATER OUAWY
M.—I, 1r 1cj,
54,8fao-7�
�Y, �£98610/0
EAST COAST ENGINEERING
& SURVEYING, PC
712 Village Road, Suite 105 — P.O. Box 2469
Shallotte, North Carolina 28459 `
910.754.8029 Fax [phone]
Firm License # C-3014
SEAL 9r•
COBBLESTONE VILLAGE
ECEC PROJECT NO. OM

Revision
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LOT NUMBERS CIRCLED
ARE OWNED BY THE
DEVELOPER
CobMiestoae VMage STORMWATER PLAN
Bm=wick Com aty, North CaroHaa SCALE: V=6o
0 30 60 120 I50
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea Tmil development. The developer proposes to
constmcr roads, and iastaIlwater utilides to serve 56 residential lots. The total project area is 18.442
acres. The initial plan proposed 57 residential lots. Thereace now 56 residential lots. Lot number 6
has been combined with lots 7 and 8 to form lots 7 and &
Lot 6 was allocated 2909 SF of impervious area The road area has been reduced by 869 SF due to a
smaller area in McAuley Court serving lots 10 thin 14. The impervious allocation for lot 13 has
been reduced to 2554 SF from 2909 SR A total of 3924 SF has' liven redisuibuted among the
remaining lots as shown on the impervious area allocation table. None of the redistributed
impervious allocation creates a pocket of high density and the overall density of the project has been
maintained at the originally permitted amount of 237,491 SF which represents 29MO/o of the total
project arm.
Stormwater will' sheet flow from all impervious area§ as originally designed. The developer has
Installed asphalt wads throughout the subdivision, with Sat concrete curbing, that will allow the
stormwater to sheet flow to roadside swore& and rhea to an existing on -site 0.8 AC. The proposed
impervious area allocation per lot is listed in impervious area allocation table.
1 /
I
BASK INFORMATION NOT&,
BASS INFORMATION TAKEN FROM A FINAL PLAT MUD, -SUBDIVISION MAP OF COBBLESTONE VaIAGR AT
SUNSET BEACH", DATED 11-30-05 AND RECORDED IN THE BRUNSWICB COUNTY REGISTRY IN MAP CABINET
34. PAGE L48 AND 149, BY NORRIS & WARD SURVEYORS, CALABASH, NC AND OWNRR PROVIDED INFORMATION
TO COMBINE LOTS 8, 7 & S INTO NEW LOTS 7 & S AS SHOWN. LOT 6 RAS HEM ELEBUNATED FROM THAT
SHOWN OMN TER PINAL PLAT ON MAP CABINET 34, PAGES 145 & t49. TOPOGRAPHIC- AND WETLAND
INFORMATION PROVIDED) BY NORRL4 & WARD SURVEYORS.
i
lLE 15 \
WERLY °G')
v.oURAiaa \
`l
1
,t
i
PROPERTY OWNERS TABLE
LOTNUMBER
PROPERTYOWNER
t
awtB.aaxrRma
MELV9i
2
NSil04%OEVHAPYBR
mRroRAnox
3
N®ILCK OEVHAPYBIf
CCAPORATIOK
4
NIB10gr CEJElOPN@(1
CtliWMTDx
S
YAlIANL iEA1CAL BEAN
C
LOTB[0.VB➢NBD]p VRTR
tOIS]2t
T
xieLordcorvrmPL9�rr
CLRPO,LLTKRI
2
ttiBtOCIt cEVnd"�ff
mRroamaN
9
Jo99vxtiawu�a2T
Brnwo
tB
NULxK NBrTr
aoAPWRAMOUnoN
t1
MmucKnevanPlaert
coRPORATmx
12
ni9LacKoeJBrnPNart
LOflPQ9ATm
12
NaIOfKOE80PNBli
COIPORITKRr
t4
CYNRBA YARBOAOLKW
15
M9LOG(OEVEl.NIQ4!!
'0"
19
J098Ni MaRY1'
VtlrA
17
N�LOdf OEl'EICPN@.T
COP1NNiATm11
/4
Maocs oEvnoPI,�T
CORPORATION
19
N OXDSA�
COPPORAT�x
20
aAV919.A-L
W.A"
21
I�DCJI OEJE1OPMeAT
COPPOIMTgN
a
NIBIDW(GEV6WIffNf
ODPPOILATION
2a
NdOIJC CEVEWfY{EI.T
C0.9POMTION
z<
n>arocK oeJelrPLeeLr
caRRORAnav
a
NML=DavnaPL
COPPOiWTKM
28
NaIOCK Ofl'EILP1fFM
misoRATwN
27
H6LOCK O2VpAPMENT
CORPOPATKON
a9Jrrta EMBER
,�
PKB1A1 N
30
PATRICU V. PNELPB
31
SN9M1EYT. COIIRREY
22
MBLOCKOEVilDP11FNT
CC(TORt110N
N9ROG(ON[LOPaFl,T
CORPORATON
PDMATEKFWNWI'
a ll4Ff1f1Aa N9L
�
PN.Pi1ElJ6VETTE
PERPEITA
JONN LaaNR'E
NOIAN
2i'
97
w9lndloaB2cpiFJJr
CgiOMT[M
W
KONAJ.TELL
se
PATPJgAa K.
JIi�9aPLCKTAIIBIEE
w
aamauaellRuar, LlL
41
PMWVJa C11P LMJPr
J2
OIALENF REYNOIB.NA
o£OETYIR
N2
JAL1EBS Mm-
FERGBBON'
M
ANTMWLEJANET&
Tmems
u
x�LnaKOEvsoPnErn
CORKNUTpN
N
M9LDCKDEI'ELOPkBlf
CORPO4iSIK)11
47
NIBLOGN oesoPL>Brrr
WAPOPATI0.Y '
12
MVY TaB YR
BLEVIN9
49
NIBLDCKOEVEOPIFNT
COPJ'tl1AE
60
N®lDO(oR'E3AFL
CORPORATION
51
RAYFMOT.i6N1.YR
ELENNB
E2
ROBERTRBASSM
TMZ=
53
ROBBfiCd�lEYa
6l5NICG lE1'TiX1BT
%
9iTR CAa43MKDA
as
RO XFARN
SS
EONMOI6
oEEowJ�A. L9RICNT
0
NENRLlX 16aRt'RLEYS
TMIRYAN
STORMWATER DATA
IMPERVIOUS AREA- ROADWAYS...................................................69.507 SF (1.598 AC.)
LIFT STATION DRIVEWAY.................................850 SF (0.020 AC.)
LIFT STATION CONCRETE PAD........................480 SF (0.011 AC.)
TOTAL .....................70,837 SF (1.626 AC.)
IMPERVIOUS AREA- RESIDENCES................................................................166,654 SF (3.B26 AC.)
LOT 30 - 2,700 SF EACH
LOTS 13 AND 45 - 2,554 SF
LOTS 10, 15, 19, 21, 23, 25, 33, 47, AND 50 - 2.920 SF
LOTS 2, 3, 7, 8, 11, 12, 17, 18, 22, 24, 26, 27, 32, 37, 46, AND 49 - 3,173 SF
LOT 4 - 3,025 SF
LOTS 28 AND 57 - 3,024 SF EACH
ALL REMAINING 25 LOTS - 2,909 SF EACH
(SEE IMPERVIOUS ALLOCATION TABLE FOR MAXIMUM IMPERVIOUS
VALUES FOR EACH LOT)
TOTAL IMPERVIOUS AREA:.............................................................................237,491 SF (5.452 AC.)
TOTAL. PROJECT AREA...................................................................................803,336 SF (18."2 AC.)
% OF IMPERVIOUS AREA TO PROJECT AREA...................................................29.563% I�CENIIT�
FE8 8 610107
BY:
ReviE3ons
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ECEC PROJECT NO. 0853

R.Vwons
TYPICAL TRAPEZOIDAL GRASS SWALE
NOTTOSCALE
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL
BE ESTABLISHED AS SOON AS POSSIBLE ALONGTHE
BANKS OF. DITCHES AND DISTURBED AREAS. WHERE
DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
PULL SLOPES BACKTO BLEND
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP
INTO EIOSTNGTERRAIN, TYP.
SHALL BE USED TO PROTECT BANKS.
2 WHERE
HEi _SLOPE OF CHANNEL BOTTOM EXCEEDS 1S%,
JUTETHATCHNG OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL SHALL BE USED.
•
1
S7� 9:+
SEC SWALE
i
i
DATATABLE
-II -
' J
TYPICAL "V DITCH" GRASS SWALE
NOTTOSCALE
RAN RAW
IV DRAINAGE 8V IV DRAINAGE
EASEMENT I 4' I 7, B-e I4' EASEMENT
1-1R• I.2ASPHALT 127CONCRETE
v4!y:0+ FLATCURB
$•1 '�'� ?b. 4:? . �.: y1; �`� ti : h , 'u'.i �:�.::i� haysr- 6" 3T 3:I
TYR
FLATCURB
B• AGGREGATE BASE COURSE
:IIBGRAOETO 95%MOD. PROCTOR DENSITY
TYPICAL CUL DE -SAC SECTION
NOTTOSCALE
RAW RrW
50'
IV DRAINAGE W 1 U DRANAGE
EASEMENT 1P 4' ill IF 1 4 11, EASEMENT
1•UZ" I.EASPHALT
Y.'/FT
3Y 9'0 TYP.8Y 9.1
.,..:., -
S' AGGREGATEBASEGOURSE
1YCONCRETE COMPACTEDSUBGRADET096%NOD. PRDCTOR DENSITY
FLIT CURB
TYPICAL ROADWAY SECTION
NOTTOSCALE
CUL'VEKi'DATA TABLE
CULVERT
DRAINAGE AREA
10 YEAR FLOW
SIZE
(AC)
(CFS)
(IN)
MB-1
4.87
12.55
18
CMP-4
5.73
12.51
18
MB-7
2.20
4.44
18
MB-10
1.84
3.32
18
SWALE DATA TABLE
SWALE#
BOTTOM
WIDTH (FT)
DEPTH
MIN. (FT)
LONGITUDINAL
GRADE (%)
1
1
1.5
0.70
2
1
1.5
0.50
3
1
1.5
0.70
4
1
1.5
0.70
5
1
15
0.50
6
2
2.0
0.50
7
1
1.5
0.50
8
1
1.5
0.50
9
1
1.5
0.80
10
1
1.5
0.50
11
1
1.5
0.50
12
1
1.5
0.50
13
1
1.5
0.50
14
1
1.5
0.50
15
1
1.5
0.50
16
1
1.5
0.50
17
1
1.5
0.50
18
1
1.5
0.50
19
1
1.5
0.50
CLASSA CONC.
12
GRASS
D'-24°BELOW SUEGRADE
i" RA; "`�` SEETYP.
8HO11_DER
- - -
PAVEMENT SLOPE
SECTION
1 1•".I�IFNFTL
FLAT SPILL CURB TO
BE USED ALONG ALL
OF EAS•TBROOK DRIVE
FLAT SPILL CURB
NOTTOSCALE
•• i r.L_
- ;r
ASPHALT i \70' DRAINAGEIUTILITY
{`AVEMGNT i EASEMENT
(I 1 n I t^ e
:
INVERTELEV.
\
.j'vie ,':•
(SEE PLANS)
.
814
TYPICAL M M BOX CULVERT
NOTTOSCALE
MANUFACTURED BY
MID -ATLANTIC DRAINAGE, INC.
TYPICAL CUL-DE-SAC PLAN VIEW
NOTTOSOALE
1 iPL' 1-2 ASPHALT
COMPACTED SUBGRADE (PER SPECS.)
6° ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODRED
fill PROCTOR)
TYPICAL PAVEMENT SECTION
NOT TO SCALE
ro
ca
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D-- Ar-11-r-
Ch""k"a Er.ACI
C3
ECEC PROJECT NO. 0553

Revlsloas
DRAINAGE
AREA DA-1
(FORMERLY Al)
4.67 AC.
DRAINAGE
AREA DA-11
SWALE I
FORME
(FORMERLY
(FORMERLY G)
1.27AC.
y \SWALE2�
�
SWALE 15
�' r(FORMERLY'G�
/ (FORMERLY 'AZ')
s
�(
f DRAINAGE
1
1
swALEa AREA DA-2
1
1
\,
(FORMERLY"s,•)�
(FORMERLY A2)
L ,
I 1.09 AC.
I i
SWALE 3
(FORMERLY"A")
,R
L
LY"bRAINAGE
DRAINAGE1DRAINAGE
AREA DA-4
FORMERLY
)SWALE6
�SWALF(FORME
AREA DA-14
AREA DA-1�
1
�, (FORMERLY 12)
(FORMERLY
0.97
(FORMERLYB')
SWALEI7
(FORMERLY"119
1 52 AC
1.3 AC.
DRAINAGE DRAINAGE
AREA DA-3 AREA DA=13 �, J
(FORMEAC. B1) (FORMERLY11)
SWALE
%(FORMERLY-mj DRAINAGE 1.37 AC.
AREA DX6 �, 1
(FORMERLY C2 SWALE14
\ 1.35 AC (FORMFJiLY'F'��
SWALE B y 1
(FORMERLY.
1 j \
D AGE swA�14 1 1
L AREA 8 (FORMERLY"ItA') f
R SWALE8 (FORMERL !
R \ q /(FORMERLY •C2) 0.46 AC.
\ \ SWALE 12
(FORMERLY"O•) POND
SWALE 7�
(FORMERLY-Cl')
DRAINAGE
AREA DA-5
(FORMERLY Cl)
2.20 AC.
�* SWALE 11
(FORMERLY"O2`)
ASWALE 10
DRAINAGE (FORMERLY"Dll
AREA DA-7
(FORMERLY Di )
1.84 AC.
DRAINAGE AREA MAP
scan-1' -6a
0 60 60 120 110
SWALE 13/
(FORMERLY "E j�
f
SWALE 16
DRAINAGE (FORMERLY"HI
AREA DA-12
(FORMERLY H)
1.39 AC.
SWALE 15
(FORMERLY •G:)
Y--
1
DRAINAGE
AREA DA-9
(FORMERLY E)
0.22 AC.
L
V W
z
0-4
W p•+ � V,01 '
mma
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n1
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x
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W W
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O a)
U z
rn
scat-L" - 80'
Checked BI—AM
DA.—MAP
ECEC PROJECT NO. 0653

Chi R7 IFICA.'I'E OF A.U'%Tr�®)<2IC'�'ZZ
Asset; The real property (and any improvements thereon) described on Exhibit 1 attached hereto
(the "Asset").
In accordance with that certain (i) Limited Liability Company Operating Agreement (the
"Operating Agree ') of Gibraltar Residential I LLC (the "Coinpa-ay"), a copy of which is
attached hereto as Exhibit 2, (11) the Action by Written Consent of -the Board of Managers of tine
Coinpany (tile "Consent"), a copy of which is attached hereto as Exhibit 3, and (iii) the Limited
Power of Attorney (the "POA."), a copy of which is attached hereto as Exhibit 4, the Company
entered into a separate asset management agreement with Gibraltar Asset Management Services,
LLC (the "Manager") whereby the Company delegated to the Manager the power and authority,
without the need for a separate resolution of the Board, to execute slid deliver on behalf of the
Company any and all contracts, certificates, agreements, inst uments acid other documents, and
to take any such action, as deemed necessary or appropriate to manage, sell, transfer, foreclose,
accept repayment or discharge, or otherwise dispose of the Asset (the "Asset Disposition"),
In accordance with Section 9(iv) of that certain Second Amended and Restated Limited
Liability Company Operating Agreement (the "Second Amendment"} of the Manager, a copy
which is attached hereto as Exhibit 5, the Manager certifies that pursuant to prior written
approval from the Principal Officer (as such ternn is described in the Operating Agreement)
executing this certification, the appropriate Secondary Officer of the Manager is hereby
authorized to execute and delivery on behalf of the Manager as delegate for the Company any
and all contracts certificates, agreemeints, instruments and other docutuents, and to take any such
action, as deemed necessary or appropriate to carry on the business of the Company with respect
to the Asset, including without limitation to effectuate the Asset Disposition and execute any
related documents.
Dated as of January 30, 2014.
JUIN 2 2 2013 �
BY:
(1IBRAT,TAR liESIDENTIAL I LLC, a Delaware
limited liability coinpatiy,
r
$y;
Naixia; 1d1 chael LaPat .
Title,, Sr. Vice Presidoixt
GiBRALTAR ASSET MANAGEMENT
SERVICES, ILI,C, a Del ware nited liability
company
r.,
By;
�v ,ye, MI .i�aex at
Title; Sr. Vicopresidan'

f
Exhibit 1
Asset Description
BEING ALL OF Lots 2, 3, 7, 8, 10, 11, 12, 13, 15, 18, 19, 22, 23, 24, 25, 26, 27, 32, 33,
37, 46, 47; 49, and 50 of COBBLESTONE VILLAGE AT SUNSET BEACH as
described and delineated on that plat of survey entitled `'Subdivision Map of Cobblestone
Village at Sunset Beach dated November 30, 2005 prepared by Norris & Ward Land
Surveyors, P.A." and recorded in Map Book 34 at Pages 148-149 of the Brunswick
County Registry, and being incorporated herein by reference for a more full and complete
description.

Exhibit 2
LLC Agreement of the Company
[see attached]

LIMIT) DI D LIA.I37LXT:SC COMPANY 0-,mWrt-T1<T4-,A.CSRn101I NTT
'OJ
GYI31UUr4`i'AR RR $1DU11�. I'A'1AL ILL C
Tlnis Llnxlted Linbllity Colnpglly Opei'atJng Agl'eezxlexlt (t110 "r1 'eei73.6i1t") is
olntei'ed into Rs of this 2001 day of A.pk'11, 2012, by OCAiVI REO LLC, g Deiawace liiniteit liability
company (the "Sole Member"),
WEEREM, 01braltar RNidelltial I LLC (tllo �tCmu1 �a11 ") wAs lbrmed oil Apl'i1
19, 20�121tr �b11. the lining of the Certiflogto of Zioi'tnption witli the Dekwaro Scocetgt'+� of Mato,
Division of Co1'l)oiMlotts;
NOW TZI:gRE-F0 , THE SOLL-+ WIVJBPR, by exemption of Mils .AgrealAwt,
hereby continuos tine Colupauy as a lltnited 11ab111ty eoinpatry pliv,911ant to the D61awaro ,Limited
Liability Coiripally Aot (tho "& ), up oil the following terins and Conditions;
j , �m�, Tha Hanle of the limited. liability ominpgny 1s albialtar Resldentlgi ?L LLC,
2, Ptir 'osa, The Compa>sy is fonncd for t11e purpose of, and the tiatmo of tho
business to be oonduoted- and px'omoted by the Cottllsatly ig, 01194119lit ally lawflil Qot or
aotivlty #br wlxiol113m1 fed- liaUi lily cotrlj� Anl6H inay 1i o organized undm the A ct,
3, o e 1', Theligeal yeg3' of the Coi11pa11y ailed Bild- 011 the flsoal yegr eih(1
i 'gjjjTe(-( for U,O, federal 111eome told jimpogog, Tl10 ,ty of bor is nuthoi'lzed to J11a1c0 all
eleotloils for tax or other 1Su1'poses as it may deen ileonmaiy or Appro},11.1gto in 8011
coluieotiou, itloltullilg the eshibli.slunent gild ltnplennentation of'tPulaittoxxperlocls,
q., Pow 's, 1t11}trthorgnce of ifs pgrposos, the Colzipatty sliallllavo 41to power and is
1loreby atithorized. to do any asld all acts 110cessar7 or oo11velni611C to o(1rry out any ai d. All
of t110 objectlyos alxd plirpogog of the Company and to pel,fmrin all Rots It' furthei'anoe
"ttereof, 111a tding, without limitation, (1) to execute and dellyer airy gild till dootimentg
gild 111strulxxeilts w1110h may be inecossary ox dosirable to oury otn flit) bvehiess of t110
Company, lltoltldlilg, wlthout 11initation, any and kill agreelneilts, deeds, oontraots gild
legseg, gild (11) to talce ally gild oil other aottong it deolns lleoossary, desirable, monveillont
oi; liloidolltal fbr 1110 fiutlerenoo of t11e oblootives and purposes of the Company Atha 811011
have and may exeroiso all of the powers a114 rlgllfs oollferred 111)0" a lim'tod. liability
oompimy-ftmed 1i11rsuailt to the Ad,
5oglstered Offlae, T11e address of the registere4 of$ee of like Co111pany iu tho
State o:CDelawfWois Tile Corporatlou Trust Center, 1209 Orange Sleepy, W1lixiixlgton, DE
19801,

6, Reglstor4 Agent. The mina nild address of the rogist%ed agelzl. of the ComlialW
for service of process oil the Colupntty In tho Stnte of Delaware aro Tho C:orporallon
Trost Cormpnily, The Corporatloll Tizrst CBtlt'Ov, 1209 Ofaizge Strad, Willnillgt0u, till
1.9II01,
7, Member, The w9mo =4 rtlAnb address of the Solo Mettlber lg get forth oll
� xhlb#-A attaolied to Ha AAw"moM.
B. Mana emnel2t,
(1) Tite Nolo Member' Hereby agrees fbat tale rogponsibillty fox
mflilaging the bul8iilegs all.d afAirg of the Coinpaily shall be delegated to three (3)
irrAncigers (each, of suob. inaltageis of the Company being herehiaftor roforrod to
individually as a " Malta er", Aud collectively as the Boar " or ` ors") aild hereby
coriselits to tho oleotion of Roger A. Drugli, Mutlll P. Connor and Michael L. r ePat as
Mouageis of the Compaity, Tho D oaiq 811all ill each case cot by a iMorlty of Matiagors ill
office,
(ii) The Mailogers shall serve an4. eolitioue ill such offloo tlroughotit
the alntite tefln of the Colupaily anloss goouex vomoved by wAttair notlotx of rite Sole
Momber, by oporatloit of law, by order or deoree of ally oomt of oornlieteilt JDAudiodoil,
or by v011111tary l!"Ignatiotl of a Malang%
(fit) it, tho event of the migliatLon, removal or terminatioll for any
feasoil whatsomp of a Manager, the written consent of the Sale Member shall be
xetlulied to designate anew ivauager,
9, Offioerg.
(i) The Board ig authorizad to appoint one or 111m officers of the
Company (eaoh of atich offloorg of the Company being lloxehia1-ter referred to
iildividualiy as all f1Offlo I and oolleotively nB file I'M 06'>}"), 111e1tldirig, Without
limitation, a prooldant, oile or rxroro ,seattor Vice Presidents, one or! more Vice rregidoilts,
a Treasurer, and a Secretary (eac11 of saott Of#toers of the Compaq boing her*afier
reforied to individually as a "Pd9*0i Officer" Old eolieottvely aS tho " Mil la
ofRoo s 1), and oaie or mono .Aggistant Seoretpdes, By exeoutiotl hereof, the Solo Member
hereby appoints as the initial Offloer'g the Plueous opeoifled ill i Ad it B idtaohed hereto,
who gltall hold the offloe sat Nth oppogito his or 11e1.` izanae,
(ii) Haoh 1,'hloipoi Officer quail have delegated to hill or her the
Authority atrcl 1]oWer to v7Ce011te atld deliver oilbahalf of the Compaary, without theileed
for a gapaitate reso'hwou of the Board, Any nnd all such ooaU.'ftetg, celtlfloateg, agreemaitts,
ilaetxmxaents and other dowmeiltg, and to tako ally stich Aotioll, as Qeamad aeoasepy or
nppxopriate to cntxy on tlla bushum oftho Company.
(iii) :Each PrJilcilaal Offleor sLAI have delegated to him or her the
authority and paweiv, witllolit file deed for a separate resolutim of the%ard, to authorize
nilother Officer to exaoute aild deliver, oti behalf of the Conlpaaiy, airy and all such

contracts, oe ifl-otttes, agreement8,111struiltents nnc{ Other dooamellts, and to Nike nny such
aetloll, as cleenlecl. neceasnty or npproprlate to onny ou the business of Iti6 Compntly, till
as may be set forth i11 a Wrlttell dalogntloll of authority executed by tiro prinelpal Oitloer,
Any pecsorl or enfity dealing with the Coixlpany lnny collotrstvely presumc> that na
Officer speoifkcl 1t1 sa611 a Wrlttau delegntton of: authority who exerutev a contract,
oerti-hoate, agce61neDt, instl:Unlent or otllei doouiuen(: oit behalf of (ho Colnpnuy has tho
Rill power and. nuthorlty to c10 so and eaoll such docuin.ent shall, for n1l pmposos, be duly
authorized, ox:aorited aild ddtiverecl.by th0 Comp ally 111)Oil bxeotltloll by svdh ofrloer,
10, xc lTintioll a11c1 TSldalntlifien#loll, fit rho event that #11v a"o10 Member or nSly of lt9
direct or 1i1d1reot parttiom, direotors, officers, stooldloldor9, employees, agents, offillates
oi` oolltrollillg porsolis, itxoludfilg, without 1i1111tat1oii, any Mnbager or Officer
(individually, au (Tides w—Wed Person' a114 collectively, trio "T donu1iRcil Persotls"),
beoomo involved, I11 any capaolty, ill ally l'llt'nntened, peadillg or Cbrfrl)leted, notion,
proceeding or hivestlgatioll, in oomleottoll with ally illatter fidsing out of m telathlg to the
Compally's bushi s or affairs, tho Comptllly will periodically r6iiubormo stroll
Tudemillfied Person for its legal and other expomeq (Inoludirtg tiro cost of any
investigation and pteparatton) iflour'red 111 eomleotton ttlotewitll, piovlded fhAt siToh
Rldemnifleti peraoll shall promptly repay to the Compally fho alalount of any stroll
rablahttl'svil eximinsas paid to it if, It 81tall. vAllaately be deternlbW4 tllnt such I1161tulifled
:Porsoil is not ontitledto bo i11de11u110ecd by t110 Company hx conrleotlotl with eu011 action,
Soceeditig or hwasiigatlon ns provided 111 tlia excapttoil colltaitled fittlle next gilcoceding
setltenoe. To the fi111est extent patilaittecl by law, tlxe Cocnpaily also Will 1ltderllnity and
i7old llavnless as lhdo1nlaffiod porsoll against ally losses, olahns, deranges, llabilittes,
obligatloiisl 1lenfiltleg, aotions, jcldgulents, suits, prooeodings, costs, upeasea alld
disirutse ellO Of fitly lclild or nature W11at90ever (collectively, "Costs"), to lyWoilavoll an
Ttldonuliiied per9011 naay beoollle subject ill ootmeotioll, with. any nlattu fitlslag out of or
iit 0011tteottoll With the Company's 1)us1110sa ox affairs, except to tiro extent that ally stlall
Costa result solely h'om the wlllit11 m1sfoasallee, grass megligenee orllad htith of stroll
Tndmudfled Person, Tf for any misoil (6thor thfin the w111f111 nllsfoa9attoo, gross
negiigenee, or bad fattll of suP11 ftlderunifled person) 01e foregoing Indenalifioatlon is
una.�vfillablo to such rudemtlifled Persons or itlsufRoiont to hold it itarnlless, then tho
Coixlpally shall eoolAbute to rho anlouut paid. or payable by stroll 111clemaf ied Petsoll 99 a
165171t of such Costs ii1 811011 prollortloil a9 18 appr'opi-lafo to lrefloot 110t outy the relative
bonofits received by the Company oi). the ono hfilrd nitd such f11d0tn11if1e4 person oil the
other haiid but also the xelutive fault of ilia Compally atxd suolx Tude1l6£led pomotl, as
ell fig any ralevnlat ec111itable cbnetderat1011s, T11e i ei1111lursetxreAL', 111de1i11tify nud
'w
collfrlbtlflon Obligations of the COirlpailyllnder this 8eotloij 10 ahalllle iu additioll to alxy
liability wlliall the Coinputly illtly othowlse ttnvo to any filclenullfied petsoil and 81109 be
,binding upon axlcl fnure to the benefit of any allcoessors, ags19116, Melts aad personal
Teprasell#ativos of tho Colxlpally 411d. ally hideixmifled Porgoil, The r6itrlbtitsemoilt,
lixdeinillty and contributton obligations of ilia Colxnlarry 1111cler thi9 Sectto1110 s11a11 bo
7fllli{ed, tb t11a Coilipally'a assets, and the Solo Member sliall not have fitly personal
liabillty-oil amovilt thereof: The foregoing pro-Vlslollf: shall Survive Any f6milladoll of
this Ageeolnellt,
11, dmissio , The Sole Member Is hereby deeined admifted as the We momber of
t116 Coixli)a tly tTpon the oxaouttoil and delivexy of tbi9 Agccein611t,

0
12, Allocadiou of Profits aficl Losses, The Compauy's pro -fits And Losses shall be
allooated to (Ito Note mofuber, as Role mem-bev.
13, D1stHbutlons, Distributions shall be made to tho Solo Member, Ns solo iliet'rtboc,
14. Lf xifted Liabft. Except As othemiso pm vIded by the Aot, the debts, obligatlotis
tuicl 11abillttes of Clio Cogipatty, whether ariallig ifj ooixtr'acE, toxt or otherwise, shall be
solely the debts, obligations and 11611ttles of the C0111OV, acid the $010 Mmuber shait
not be obligated pat'sonally for any suoh debt, oblIgatlon oe 114111tyof Vie Compatty,
15, Ciovarnitig Law, THIS AGREEMENT WALL BB GOVERNED BY, AND
CONnRUED MINDER, TIIE LAWS OF TfM STATE OF DELAWARE, .ALL RWHTB
AND REMEDIES aE1NG d OVERNED BY SAID LAWS, WITHOUT RBCIARD TO
PRINCIPLES OF CONFLICT OF LASTS,
16, Attioti"inents, Tills Agreotttetit may riot be modiftend, altered, stipplemetited or
anaeaded mopt jnvallant to E4 written, ageeemout exemited And delivered by the Solo
membek,
lRV Wr][`Pl) S5-NTBRUo*V, the uiide>!s:Lgaod, bitending to bo legally bound hereby, have
duly oxeottted tills Agroemont a>i of file date f1vst written ab ve,
0 0 L U IM M BZA
aCAlbd=101 MC
1Bys 0,
Rogw A, Bi'ush
I'resiclettC
4

, Olomonlbec Ad rus
G 0im RLO, L' LC 250 Olbultav Rowl
Horsham, PA 190444,

rAeUICIBAC
,monlov lneo Presldolkia
5eaaloa. Vice pivesideat
Omfor `Vice 17z'00411er►t Sr,
Tiveplamor
-'lee Frooldents
sevetary
Agalstnnt Neoxatflileu
Roger A. Dwsli
k/tarth l', Coluloy
Jol-4 ZC,1V iDowlU
Josol)IjR. DoSaitto
M.ollgel L, J aPac
,Am-x DIFloto
mark J. Wflohnnos!
Theodore];, Soluoeder
X�o�lr� J, IyrolVZasle�
Josopt�R, sloi'ec�
6

FIRST AMENDMENT TO
LIMITED LIABILITY COMPANY OPERATING AGREEMENT OF
GIBRALTAR RESIDENTIAL I LLC
THIS FIRST AMENDMENT TO LIMITED LIABILITY COMPANY OPERATNG
AGREEMENT (the "Amendment") dated February 15, 2013, (the "Effective Date") is entered
into by GCAM REO LLC, a Delaware limited liability company (the "Sole Member").
RECITALS
WHEREAS, the Sole Member entered into the Limited Liability Operating Agreement on
April 20, 2012 (the "LLC Ageement"); and
WHEREAS, the Sole Member, desires to amend the LLC Agreement in accordance
herewith.
NOW, THEREFORE, THE SOLE MEMBER, by execution of this Amendment, hereby
continues the Company as a limited liability company pursuant to the Delaware Limited Liability
Company Act (the "Act") and amends the LLC Agreement, upon the following terns and
conditions:
1. Definitions. All capitalized terns used herein that are not defined herein shall
have the meanings ascribed to them in the LLC Agreement, unless the context specifically
requires otherwise.
2. Amendments, The following amendments are hereby made to the LLC
Agreement:
(A) The following of Section 9(i) titled Officers of the LLC Agreement is hereby
amended and restated in its entirety:
The Board is authorized to appoint one or more officers of the
Company (each of such officers of the Company being hereinafter
referred to individually as an. "Officer" and collectively as the
"Officers"), including, without limitation, a President, one or more
Senior Vice Presidents, one or more Vice Presidents, a Treasurer,
and a Secretary (each of such Officers of the Company being
hereinafter referred to individually as a "Principal Officer" and
collectively as the "Principal Officers"), and one or more
Directors, and one or more Assistant Secretaries (each of such
Officers of the Company being hereinafter referred to individually
as a "Secondary Officer" and collectively the "Secondary
Officers$').

(B) The following of Section 9(iii) titled Officers of the LLC Agreement is hereby
amended and restated in its entirety:
Each Principal Officer shall have delegated to hirn or her the
authority and power, without the need for a separate resolution of
the Board, to authorize another Officer to execute and deliver, on
behalf of the Company, any and all such contracts, certificates,
agreements, instruments and other documents, and to take any such
action, as deemed necessary or appropriate to carry on the business
of the Company, all as may be set forth in a written delegation of
authority executed by the Principal Officer (email is an acceptable
form of written delegation of authority). Any person or entity
dealing with the Company may conclusively presume that an
Officer specified in such a written delegation of authority who
executes a contract, certificate, agreement, instrument or other
document on behalf of the Company has the full power and
authority to do so and each such document shall, for all purposes,
be duly authorized, executed and delivered by the Company upon
execution by such Officer.
3. Except as specifically set forth herein, all other terms and conditions of the LLC
Agreement shall remain unchanged and in full force and effect.
[signature pages follow)

IN Wi'IN SS WHEREOF, the undersigned, has entered into this Amendment on the date
above Written,
SOLE MEMBER
GCAM REO LLC, a Delaware limited
liability company
By: _ 1 \
. (��
Naive: Roger Brush
Title: President

Exhibit 3
Written Consent of the Board of the Company
[see attached]

ACTION DY'iVW`>'CTAW CON,'J1.NT OV
TM, T3OA" 010 MMAOMW Ox'
Dated ar, of A-PA420, 2OU
oVs
tLLC, tt Delavr(}xoslluil e'ctllaliginombers of billty compauyt1jeDoilrd of (tila Cou>pa ' ),1gc10 il(reby"a07o hilt to thofoitowblg�deilifal
NVIMRBAM, the Board has the jmvY ' and authoxity to delegate till of the Board's rlgbts alld
powers to llaanage and oolltrol the ColnpRny, iuolLl<Iing to delegato ntlah Agbts and powe('s to agents,
offioord, and olallaloyees w to delegate such rights and powers pursaaut to fia manageu1ollt agreement or
allofller agreolnont with, of othemlso to, other p6mon5 or ellUdes; and
WIMEA9, lmrsnaut to the Ura ted Unbllity Company Operatblg AMOMOl t (the "Oiler N❑
Aa1'eeittol�t") of the Compally, eaoh 1 in'3lpal Officer as sot forth iu the Operathlg Agreetnoat has the
alltllority alld power to exeoute gild doilver on behalf of rho Coxopauy, without tha need fop a sopat'ato
op
doluieuts,°cif cl tothe ltalce ally 8110h lot,o,,, oard, tiny 0114 all allsdeo ued 1@oegsary os Appl'o X1,11d y e to caoulthe buslu sst
e of
tho Company; acid
NOW, TIORWOU. , JiV, " RB80 VBD, that tile underslgued. ropreseut a lll[ orlty of trio
)Bona; gild.
FURTM-RBMOLVED, that 1110 Perini hoxaby (1) delogates to 01bxalto Asset Maliageltaoltt
SelVices, PLC (tlao "Mal1a er") .ail off' its lights and vowel's to xnallago and. Goutrol tho Company, the
Tight, to exQo'Utp and dell'vor onbeh:alf of the Colnpatly, wlthnut tlla need. f'ox aseparate xasolutloll
of tlle.Boavd, any and all oolttraots, cortiftoates, agl'eartel7lt9, 111stru efts and othor doollmellts,
RA the right to twice z}ray 8401points zMaiiagoi t cat ae Qtt z' lay In-faai o1x behalf oflthe, Cox pally
of rite Company, altd. (li) apl
(eolleotiwely,t1w" el° do ")iaud
B UR71-ISR RBMOLVED, that the Board hereby farther authorizes, erllpovlerm, and dixeots eaoll
crib 1pal Offloeee11ie1t5 �illstr t gents elld otl eeit10011ototsi altd,to tal many s lohlactloiii, as doon 4
ooxtiflo(lte9, agr ,
11e°essary or' appxopJlato to of-fcot thebeiegatiall; alld
FURi*IER I�?MOLVED, that 01V all(i all sotlond heretofore talcela. by (11e ]3°atd ox by a Flluoipal
Offloar of (ho Compully in ootuleatlon v11th the lnattors contompl Med. by the foregollig ehall bo, and
hereby are, approved, xatfAvI, grid coi.6-med. in all respeots no if shall aotlone hallbeell presented to the
Board fox ita appxoVal prlol: to s11ch aotlons belug alld
FLTRTkMR MiSOLVDA that this Action. by Written 00il6ellt inay be ex"Ited in. 1)11e ox more
001111terparts and the8o molutlons shall beoome, effective when alto Ole x[aore 001111 elparts talsell tagathor
bears the slgllatuxe of all the Mauagers ilstedbelow,
Row .'slawh Mlohael LI . at

Exhibit 4
Limited Power of Attorney
[see attached]

; ,nWTRp po vVER or, ATTORr17C'tt
lDatecl as of APi41120, 2012
P(u'stiatit to this '-U1111tect Power of Attorney, MDRA.L;..AR RL WDENTlA.L T LLC, 1,
DolaWare limited liability colnPa(ly (tllo "Cor1iol "), heraby mnlces, colisWUN-s and RPPOIllts
dIDRALTAR.AiSPT'tVJA[�IACi)3M�N11 SVRVCGL�S 1,LC,(tDola:WRTO111it{tedliability QOgpally
(tlla " u et '), as tho tmo nud. lawful attomey-lll-fact for file Compatly atui ill tho liamo, plRoe
and ateRd of the Company, alld for the use and belio•1'll of tho Company with tesPeot to lhoso
oertalll aagetg olidlor lon,is atsd tho collatoral aeoldlig nuoll loaks as more puttolllarly sot forts, is
Lxhibi j attached 110rOt0 (eROh all " - 9aeko alid colleoilvoly, the "Asses"), and in aocordanco
With the )rovlsiong ltereoi
To irlallago and control tho Coulpolly, 111oliidbig, without lliidtatioli, the Tight to
execute and. d4vor oil hallRlf of the Coinpaily, without tho Deed. for n, sopal'ate rosohltion of Its
T3oard (as defined Ilk the L' ilnitect Liability Company operatilig Agreement for the Ceixrpany) flay
alid all oolluactg, cerdfiontes, agl:eetnotlts, lustl'ulnollta and ofher dooulmlita, and the right to
otherwlse act or take filly such aottoil, as doemod 11eoessary or apilropriate to oarcy ot1 the
business of the Company ill R0001'dance with (1) t11.e loall ogt'eomonts, seolvity Rgroemelrta,
guaralttees or otltel' dooll�entg or agt'oelnolats evldellolll.g or otherwise related. (:o tho Aa60te
(oolleot(vely, the "Loan Doouluonts"), (R) the Asset Managefnelit AgieelMlt dnfed as of t1lo (late
110reof (tile cMallagetllent Agcelnent" ), or (fit) any gP110ablo law, regullitory requtiements or by
legal or,Judlolal prooess.
2. To provido all asset 111Rlta9emeltt servicos for' tho Amts in accordatice -011 the
Matiagement Agceumellt, inolladhig, withol# liiriitatioll, ddvishig the ColilpRlly, i11 the Mat'(19008
pro: hsaiollal judgment, to 111axitllizo Oho value of tho Amotg, talchig iiilo colisidel'01011 the
oxpeotcd thae 411d rAslcs in Pu1's111Dg each alternative, to the Colnpaiay by, whore approPl'itito, (1)
supel.'visittg collcotlot,, olaforoelnelit, oapI Nl oxp elydltmos, moinge111elit, oPerattoll, ald leasing of
the .Assets and (11) assisting with the salo, eonvayanoe, tratigfer, assigmaeilt, fol;eolos-me,
�apaylnant, 84tishOlon, disohargo, m okhol' digposidoil of nil .Asset (colleotively, the
"n esolut1o11").
3, To eilga.go, appoillt, employ, or Total(, any dit:ectors, offioel's, employeog,
lrlallagers, tnenibel's, partners, subsidinrieg, O'Mliateg, ag011ts, repl'esoutativoo, adviaol'd (hichidh g,
without limitation, acooiilitatits, eonslallutitg, baillcers, appraisers, '11nat1e141 advisors, PrOPOxty
rsianagel'd, ovbrolcers), attvrlloys, tiTsteos, substltuto truatees, o): atherp0=ns to ot1loMi90 aOt oT
tfllee fitly 911011 notion, as deemed. 110eegsary e1' appropl'iate to oarry oil the blishless of tlia
Company ill aecordarice with (1) the Loan Deol111i011W, (1i) t11e MRnagelnent .Agreelnerit, of (1il)
ally appllonble law, 1'eg(tJ.atory 1.'eggIi:om fits orby legal or judicial Process,
4, Tilly iftgiTu 11el1t is to be opllattued acid itltet'preted as a limited power of attorltoy
regardiug tfio Assets. Tilo forogoing elaunlel'alloli of spool -go Iteing, aotq, rights Rltd power, IN 'lot
ilitelldod to, ilol' doog it give rise to, 911d it is lint to be conatulod ag a general l)nwel' of tdiorney ill
regpeot of the Aasetg,

J, Tllc) iuidorslg4o''d attorfieyiu�-faot appolllted heyeLlnder shall not bo obligated to
tiiri1161111•h0ild or oilier seeutltyin ooiillootion:wltli ttlo callous lierenlictet,
6, Tho Colnpfliiy lioroby rOtliloe, coilfiX' ng aiA approves ],I Olt tesiieete fW gtLy fled
all aotiotte hocetofol:e talcon by tale MiAtiOge>` it'L coiwectlon with the manors aoiitea plated by the
fotegoilig shall be, and. hereby are, approved, ratlfled, acid eollflmied ln, all respeots as if .moll
aotiona lead baca in eonfounitywith this Unrltad rower of Attorney,
7, This iustullneni shall cotlihiue in z1Tli f0me and cf%at 1Tlttll the c liest to occur of
one of fho follotviltg two events: (1) a.wAtten xaveaatton iy exeeuted'by -[Ile Colnpatly oud (ii) the
Resohitioil of all Ames has -been aoltleved. 'ltl aeoor4gaoe with the Nlanageli1011t Agteelnelll;
provided tllat, none of the prov191011s heroin shall gl?ply with rospeot to any Asset that is clot
owned, eoiittolledi of lnauaged.liy the Coinpatiy, This instwinent shall relllatti effectivo against
ally person dealing with ilia undoolglled attomay-ltl-faot Ulitess gild. tiattl (a) 81101 petson has
aota41 lutowledge of the oommace of either of the events sat forth itl clauses (1) or (ii) of this
paragraph of (b) a writtell irlE&uinent of revooatlon 0X601tted •by the COVaDftDY is i.'eootded in the
land. i aeol'ds oi'tlie jt�tisdiotioli in V1liioll tha appltoalTle Asset is located, Any f,Otty dealing with
oi. floting k Minim oil this Limited Power of .A,ttonloy shOli riot to mquited• tc verify or
otherwise cteterinfilo the statue of tho undel'alga(A.. Ottorney iu-faot or the aTltllozlzRdon for the
AOUOns tatcel't liereilndot, ilor 6011 011y pArty have Aily d-uty of obligatIou to 'yell that this
Mlmited. Power of Attorney is uluuodifleci_ Oiicj.imevolced.
II, Thig lnstrOlxient sliall be mouteclitt olie of More eolTlitollaai'te, oaoll. o W111oh shall
to doomed On original, h1Tt all of whioh together Shall constitute olie and the sumo ilisttameilt
Lg1QNr.A,TURMI TO FOLLOW ON• NEXT PACAI

7 WIT-%u" �rViiCl�zlcDr, tiro ii�xcloa'slguecl, iuteitditl to bo legnlly5otitid bot'oby, ltns
duly exeouted this Limited PoWot of At(omal/ its of ilia ditto find'WrIttan nbove,
COMPAM
G'IBRALTAR RESIDENTIAL T U0, ctUelaWara
limited linbility volllptllxv
13y,
Name;_
1 ,
tocf
Title;
(v' o,a h<„nrY
v
By;
Iame;�� i r Lv
Tit10! S'ani4.v- Wt
L010 ATURBN TO FOLLOW ONNEXT PAGE]
516ninhito Pago F.oP ConYpnuy, Co Lf ntt6d Power! of A litho-dty

COMMONWHALTII Or, PBlq SY7,VAbTA )
) So!
COUNTY OF MOVTGOMER•Y. )
on this rday o f N6, 20�, Wore mo, the, imdo sigued notnty puhlio,
t
oanae u .!K_, who being l)arsonnllylunowxii�o me axacl who behng by inn
duly swom, id deposo au(I say that lie is Wr6'i of dibmthr Rosldelltial I
LL0, t1i.o Ilnalted 14nbMW ooxnl)apy described in, acid whiola oxeouted, tho above ins6mment and
runt he signed laic ugme tliewto by authorlty of the board of said ihnited liability oompmy,
NOTARY
C 1 NAaaa•; L IL11C�
lvly CoaxaxaaissioxaF,xpizes; �}-1< w �( (��..
COlvUoi,TWBA-I,Tn Or- I'nMYLVANIA
COUNTY OYMONTQOMERY
otAKoF :l44 y NYLV, I A
WrARIAL MAC
FIktA'f hlr=lt I•, p1XUl�, P�ola�y Publln
I-latshatfl 1'wp„ M0nl{t0 rowdy
M Qutumisslon Rt< Iron fA� •I�i,'101.4__"
Oxx tWs j day of WILA 20"", Wore "'a, the uxaderslgned uotaty Imblio,
oamn LaP6A, , who bojAgpefoonally1mowntome, and who beingtrywo
duly sworn, did depose wid say that ho 1s (SY., VI U Nrgd-eh01' dlbknitaz' 1Zes�do,�tlal z
LW, the limited- liability company dessoribed it), and wvch execnted, the move instmnent axad
that he slgtaed his xanuao thereto by authoxity of tho board ofsaid limited liability eompmV,
NOTARY
[SISAL] gy;
N'aaaa ; tn�e
txo S ly��JLS0Lt-41'L%"kV l:�
p{ I"ARIAR,
My Conunimioxt Expires 1 �( 'i �" �LI � 1-19N M11-1 I) 90H, Wifily Pubib
Itc,tt+hem'1'w►„�lonl(loifle Goon
MVoornaalaeUint><l�lreaA �Id,�?,64
(SIaXA7'U.M VO FOLLOW ON NEXT PAGE]
Acknowledgineut Pop Im Compfiny to Uwdted.Powel; of.' tiitthadty

CiikRltar Asset Mnnngammit Strvloos L1:,0 ((lie 'ME116950 has YOU[ (lte foregoing
Limited J?ower of Affomoy and Is tho entity i(jotttitled tltoroita as ai(ortjoyiu fito( for Gilbraltar
Resldentlal z LLC, tho limtted Iffibillty comp ny named tlle0ln (trio "Co tMad'),
The 1Vlauager liei'eby aolaioWleclgos Its legal xeSJ?ollslbililles as RttoPiley 111 fact fibt fl>o
company,
]VXAi7A GHR / ATTOMUDY-1 1-VIA(CIA.'
GI33RALTAtt AMOBT MANAGLMBNT
8ERV]CBS LLC, a potnwavo Ihnited linbility
Cotn.l�any
N•ai�aa; �u/I 9cttit��ddtia
COMMONWEALTH OF PBNNSYLVAND', )
) ss;
COMM Ol4 MONTOOMI RY )
on thislkwday of ��_ �� 20�, befare ane, the undersigned notn�'y Pllblio,
, wjLo �boiiig l.3exsoijally laxo�wl, to ma aaJ Who boing by the
d-aly swom, did c�ePogo fill gay that ho i8 of CIIbLRltot' Asset
Ma nageiltotaf Seivleos LLC, tl�e li��alted 11ab ity ooxnpH desoribea ill, and whioll enotlted, tho
abovo instrtttnout and that 110 signed leis naltae thore('o by atithorlty of tlivbvU4 of said.ljinited
liability oompany,
NOTAIty
[8EAL] I3y::
My Coninrission Rxpitos;, � � t�~ dl t n 4lN 11�1 �}! i• y� t
orAri►�i�;trnt,
f trA'flitz' 1„ n�HQN, l�iola pllblfn
�o�alleltl Ttu;a�, nnlqu; to Raunl
1121t 4 M�
Slgnatute and. Ad owledgmea l Pago foa. lyrallaget to Llli-lted Power of lAuthoAky

Exhibit A
Descrpition of Assets
BEING ALL OF Lots 2, 3, 7, 8, 10, 11, 12, 13, 15, 18, 19, 22, 23, 24, 25, 26, 27, 32, 33,
37, 46, 47, 49, and 50 of COBBLESTONE VILLAGE AT SUNSET BEACH as
described and delineated on that plat of survey entitled "Subdivision Map of Cobblestone
Village at Sunset Beach dated November 30, 2005 prepared by Norris & Ward Land
Surveyors, P.A." and recorded in Map Book 34 at Pages 148-149 of the Brunswick
County Registry, and being incorporated herein by reference for a more full and complete
description.

Exhibit 5
2A Amended and Restated LLC Agreement of the Manager
[see attached]

SECOND ANIDIVDED AND IWI STATED LIP/fl TED LUBILUCY ,001VIPAINTY
OP1ERA T:RI G AG'REE-1VJ11;NT
OF
GIBRAL`TCAR ASSET IMANAC1GNiEN T SE-P-VI(CiES LLC
This Second Amended and Restated Limited Liability Company Operating
Agreemennt (the "Agreenent") is entered unto as of this 10tin day of December, 2013 'oy Glbraltar
Capital and Asset Management LLC, a Delaware limited liability connpanay (the "Sole Member"),
WHEREAS, Gibraltar Asset Management Services LLC (t[ie "Company.") was
formed oil July 15, 2010 upon the filing of the Certificate of Formation with the Delaware
Seeretaty of State, Division of Corporations and the Sole Member executed and delivered that
certain Limited Liability Company Operating Agreement of the Company dated as of July 16,
2010, as amended and restated by that certain First Amended and Restated Limited Liability
Company Operating Agreement dated as of January 16, 2011 (the ".Orlginal Aggement");
NOW THEREFORE, TEE SOLE MEMBER, by execution of this Agreement,
hereby conti-aiies the Company as a limited liability company pursuant to the Delaware Limited
Liability Company Act (the "Act") and amends and restates the Original Agreement in its
entirety, upon the following terms and conditions:
l . Name, The name of the limited liability company is Gibraltar Asset Management
Services LLC
2, Purpose, The Company is t'oluied for the purpose of, atnd the nature of the
business to be conducted and promoted by tlne Compauy Is, engaging in any lawful act or
activity for which limited liability companies may be organized under the Act.
3. fiscal Year. The fisoal year of the Company shalt end oa.the fiscal year end
required for US. federal income tax purposes, The Member is athorized to make all
elections for tax or other purposes as it may deem necessary or Rppropriato in such
ocraiectioln, Including the establishment and implementation of tcansitlon periods,
4, powers, In ilmrtherance of its purposes, the Company shall have the power and is
hereby authorized to do any EVA all acts r9eo088ary Or cornvonli ry o m ally ann a
o the o lecttyes and pmnrl�oses o e omen an an o e on:nn a acts n r eranco
thereof, including, without limitation, (1) to execute arnd deliver any and all documents
and ixst uments whicli may be necessary or desirable to carry on tlzc business of the
Company, including, without limitation, any and all agreements, deeds, contxaots and
leases, and (1i) to take any and all other actions it deems necessary, desirable, convelilent
or irleideintal for tine f4ttheiance of the objectives and purposes of the Company and shall
have and may exercise all of the powers and rights conferred upon a Ifinited liability
company formed pursuant to the Act.

Registered Office. Tho adcb'ess of the registered office of tile, Company in the
State of Delaware is The Cozporaii,on'I'riist Center, 1209 Orange Street, Wilmington, DE
19801,
G. Registered Agent, The name and address of the registered agent of the Company
for service of process on tlto Cotmpauy in the State of Delaware are The Coxporatiox2
Trust Company, The Corporation `1'lust Center, 1209 Oi'ango Street, Wilmington, DE
1930t.
/, Member, The name and -nailing address of the Sole Member is set forth on
Exliibi£ A attached to this Agreement,
8. Managetneni.
(i) The Solo Meruber hereby agrees that the responsibility for
nlanagiixg the: business and affairs of the Company shall be delegated to three (3)
xnarsagers (each of such managers of the Company being herehsafter teferred to
individually as a "Manager' and collectively as the "Boatel" or "Managers") and hereby
consents to the election of Roger A, Brush, Martin P. Connor and Michael L, LaPat as
Managers of the Company. The Boatd shall in each case act by amRjority of Managers in
office,
(ii) The Managers shall serve and continue in such office throughout
the entire terns of the Commpany unless sooner removed by written action of the Sole
Member, by oparatioix of law, by order or decree of any court of competent jurisdiction,
or by voluxataxy resignation of a Manager.
(iii) L, the event of the resignation, removal or termination for any
reason whatsoever of a Manager, the written consent of tlae Sole Member shall be
required to designate a new inanaga.
9. Officers.
(1) The Board is atithorized to appoint one or more officers of the
Company (each of such ofilcers of the Company being hereliafter referred to
individually as an "Officer" and collectively as the "Officers"), including, without
llnitation, a President, one or xvnre Senior Vice Presidents, a Treasurer, and a Secretary
(each of Buell Officers of the Cotxxpany behxg hereinafter referred to individually as a
"Prineipal Oand collectively as the "Principal Offioers"), and oite or snore Vice
Presidents, one or -more Directors, one or more Assistant Secretaries, one or more Asset
Managers, and one or more Associate Asset Managers (each, a "Secondary Officer" and
collectively the "Secondary Officers"), By execution hereof, the Sole Member hereby
ren-.oves all Officers previously iaamed turd appoints as the Officers the parsons specified
in Exhibit $ attached. hereto, who shall hold the office set forth opposite his or her name,
(li) Bach Principal Officer shall have delegated to Ium or her the
autlaority and bower to execute and deliver on behalf of die Con-pauy, without the need
for a separate resolution of the Board, any and all such contracts, certificates, agceernents,
iu'struwents and other documents, and to take any such action, as deemed necessary or
2

appropriate to carry on the business of the Company.
(iii) To the extent provided on 11�,iltib:t C attached hereto, each
Slecondary Officer shall have delegated to him or her the authority and power to exer0,
anddeliver on belialf of the Company, without the need for a separate resolution of the
Board, any and all such contracts, certificates, agmements, hislrun.ents and other
documents, and to talcs any stick action, as deemed necessary or approprlate to carry on
the business of the Company. All such contracts, certificates, agromieuts, instruments
and other documents executed by such Secondary Officers prior to ilia dato hereof but in
compliance with Exhibit C and the terms hereof are hereby ratified and deemed to have
been actions propetly authorized hereunder.
(iv) Each Princlpal Officer shall have delegated to loin or her the
authority anal power, without the need for a separate resoltution of the Board, to authorize
a Seccmdary Officer to execute and deliver, on behalf of the Company, any and all such
contracts, certificates, agreements, instruments and other documents, and to take any such
action, as deemed necessary or appropriate to carry on the business of tho Company, all
as may be set forth W. a written delegation of authority executed by the Prinno pal Officer,
Any person or entity dealing with the Company may conclusively presume that an
Officer specified in such a written delegation of authority who exeetutes a contract,
cettifieate, agreement, instrument or other dorniment on behalf of the Company has the
full power and authority to do so and each such document shall, for all purposes, be duly
authorized, executed and delivered by the Company upon. execution by such Officer.
10. Exculpation and Ittdeml-ARgEltion. In the event that the Sole Member or any of its
direct or indirect partners, directors, officers, stockholders, employees, agents, affiliates
or controBig persons, inohWing, without limitation, any Manager or Officer
(individually, an "l detnnified Person" and collectively, tho "Indentinified Persons"),
become involved, in any capacity, in any threatened, ponding or completed, action,
proceeding or investigation, in connection with any Matter arising out of or relating to the
Company's business or affairs, the Company will periodically rehubmse such
Indemnified Person for its legal and other expenses (including the cost of any
investigation and preparation) inoumd hi eomsotion therewith, provided that sack
Indenuvifned Person shall promptly repay to the Company the amount of any such
reimbursed expenses paid to it if it shall ultimately be determined that such Inndermi fied
Person is not entitled to be indenwifted by tho Company in connection with such action,
proceeding or investigation as provided in the exception contained in tine next succeeding
sentence, To the fullest extent permitted by law, the Company also will indemnify and
hold harmless an Indemnified Person agahnst any losses, claims, damages, liabilities,
obligations, penalties, actions, judgments, suits, proceedings, costs, expenses and
disbimements of any kbid or nature whatsoever (collectively, "Costs"), to which such an
Lidemn Wed Person may become subject in connection with any matter arising out of or
in connection with the Company's business or affairs, except to the extent that any such
Costs result solely from the wiILful misfeasance, gross negligence or bad faith. of such
Iudennuified Persum If for any reason (other than the willfltl misfeasance, gross
negligence, or bad faith of such Indenunifted Person) the foregoing indemnification is
unavailable to such Indemnified Person, or insufficient to hold it harmless, theta the
Company shall contribute to the amount paid or payablo by such Imdenwifted Person as a
result of such Costs in such proportion as is appropriato to reflect not only the relative

benefits received by the Compauy on tho one hand and such Indemnified Person on the
other hand but also the relative fault cif the Co]Tlpally and silcli Tildemnifled Person, ,is
well as ally relevant equitable considerations. The reimbursement, indemnity and
oontri.bution obligations of the Company under tbis Section 1.0 shah l be in addition to any
liability which the Colnpany play otherwise have to any lllclenulifiecl Persozl and shall be
binding upon and hlure to the benefit of any successors, assigns, heirs and personal
representatives of the Colnpany and any Tndenulifled Person, The reimbursement,
indemility and contribution obligations of the Company under this Section 10 shall bo
limited to the Company's assets, and the Sole Member shall not have ally personal
liability on account thereof. The foregoing lrrovisiolls shall survive any temlillation of
thi8 Agreen-lent,
it, Admission, The ,Sole Member is hereby cleenled admitted as the sole member of
the Company upon the execution and delivery of this Agreement,
12, Allocation of Proftt9 and Losses, The Company's profits and losses shall be
allocated to the Sole Member, as sole member,
13, Distributions, Distributions shall be made to the Solo Member, as sole member.
Limited Liability, Except as otherwise provided by the Act, the debts, obligations
and liabilities of the Company, whether arising in contract, tort or otherwise, shall be
solely the debts, obligations and liabilities of the Company, and the Sole Member shall
not be obligated personally for any such debt, obligation or liability of the Company,
15, Governing Low, Tiff AGREEMENT SI:IALL BE GOVERNED BY, .AND
CONSTRUED UNDER, THE LAWS OF THE STATE OF DELAWARE, ALL RIGHTS
AND REMEDIES BEING GOVERNED BY SAID LAWS, WITHOUT REGARD TO
PRINCIPLES OF CONFLICT OF LAWS,
16, Anendtnents. This Agreement may not be modified, altered, supplemented or
amended except pttrsuallt to a written agreeinelit exectited and delivered by the Sole
Member,
4

}IDT NVITNESS WTIERE, OF, tine undersigned, intending to be legally bound hereby, have
duly executed this Agreement as of the (late, lust Written above.
SOLE MEMBER
GTRRAlLTAR CAPITAL A19 ASSET
MANAGE, MENT lLLC
By. {
].value; Roger A. Brush
Title; President

aolo Member
Address
Gibraltar Cgital and Asset 250 Gibraltar Road
ManagementLLC Horsham, PA 19M4

OFIFICBR LIST
Pk aoidwnt Roger A. Bmah
,Senior Vice Presidents MaltinP, Connor
John IC McDonald
Joseph R, DeSanto
Beal Jogodaik
8enfor 'Dice President Goa
Treasriver Michael L, LaPat
Vice President Marlc J. Warshauer
Director aka secretaey Ted Schroeder
]Directors Stephen Mansfield
Dave lemolo
Jordau Glick
Assistant Secretaries KeYi a J. McMaster
Josepli R. Slcree
Asset Managers Mlabael Grelner
Janelle Iturbe
BYlan Jacksm
Associate Asset Managers Joseph Steinhelser
Jolui cumin.

gm-im"IT _G
SECONDARY OFFICE RAU1HORaZkTF(ON
pv-
"P; .. ... ... ..... ..
eqjpkqqk�tjati 1.te,
44-;Ag at-
x
X
)f III CAL_.—
ii
X, X
.x
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10,000iC
T6
ftd6i:Lo&i- DodiAiAl
Y, I
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y, 93
pVe Puiu
40i.
dary Offlcer Is fU11Y all th m a Prinlopal offlicer w1th
lJote: An "XI denotes that the Socoll at' Or'ZELtlonfi�o
respect to the listed action,
ft includes Property Listing Agreement I, pliekso I rAiviconInontal RoporLe (not Phase 11), Property related purchase/
worM uluuxs and eontxacts, appraisals, Qsset searches, etc,

NORTH CAROLINA
b Department of the Secretary of State
�.a
4aWy W>
CERTIFICATE OF EXISTENCE
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby
certify that
COBBLESTONE VILLAGE AT SUNSET BEACH HOMEOWNERS'
ASSOCIATION, INC.
is a corporation duly incorporated under the laws of the State of North Carolina,
having been incorporated on the 17th day of March, 2006, with its period of duration
being Perpetual.
I FURTHER certify that the said corporation's articles of incorporation are not
suspended for failure to comply with the Revenue Act of the State of North Carolina; that
the said corporation is not administratively dissolved for failure to comply with the
provisions of the North Carolina Nonprofit Corporation Act; and that the said corporation
has not filed articles of dissolution as of the date of this certificate.
IN WITNESS WHEREOF, I have hereunto set
of Raleigh, this 11 th day of May, 2018.
Scan to verify online.
Certification# 102779651-1 Reference# 14607390- Page: 1 of 1 Secretary of State
Verify this certificate online at http://www.sosne.gov/verification

i his cenities illy it there are no delinquent ad
valorem takes, Sees, assessments or other
liens which the Brunswick County Tax
Collector is charged with cone , that are e a
lien on: Parcel Number Z
as notated by the Brunswick County
Assessor'A Oflice,. This is not a eenification.
that the parcel. number matches the deed
description. .. ,
JUL062015
Date (Asst) tax Col. / Dei. Tax Spec.
Excise Tax: $NTC
IIIIIIIII III!III IIIINIII P6 ��3�s 00:22.0
16 00 22 002
Brunswick Counjy, NC Register of Oeeds Clemmons PROP
page ] of 2
Present Ret: "
Total iw-w-(3- int.
Ck $ 9,&S C1: 05251 Cash $
Refund: Cncli f� — Finance
❑ Portions of document are 1L gibla due to condition
of original.
0 Document contains seals vorkd by original
l; :!,,!ment that cannot be reproduced or copied.
NORTH CAROLINA GENERAL WARRANTY DEED
Parcel Identifier No. 242PD00101 Verified by
County on the day
By:
Maii/Box to: Brian T. Pearce, PO Box 3463, Greensboro. NC 27402
This instrument was prepared by: Brian T. Pearce (without title examination)
Brief description for the Index: Common Area/Open Space Cobblestone Village at Sunset Beach
ur4
THIS DEED made this /0 day of4idwy, 2015, by and between
GRANTOR
Nlblock Development Corp.,
a North Carolina corporation
300 McGill Avenue NW
Concord, NC 28025
GRANTEE
20
Cobblestone Village at Sunset Beach
Homeowners' Association, Inc., a North
Carolina corporation
P.O. Box 6955
Ocean Isle Beach, NC 28469
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, pl=', masculine, feminine or neuter as require_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, parcel of land or condominium
unit situated in the Town. of Sunset Beach. Shallotte Township, Brunswick County, North Carolina and more particularly described as
follows:
BEING all of the areas designated as "Common Area/Open Space" of Cobblestone Village at Sunset
Beach, as described and delineated on that plat of survey entitled "Subdivision Map of Cobblestone
Village at Sunset Beach," dated November 30, 2005, prepared by Norris & Ward Land Surveyors,
P.A. and recorded in Map Book 34, Pages 149-149 of the Brunswick County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2126 page 1282. t —1
All or a portion of the property herein conveyed _ includes or B does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 34 pages 148 and 149.
1
i t I-
NPCOLI:4343697.1

III 83663 P@3?.9 6,-90:22.5
18:00:22.002
Brunswick County, NC Register of eDeeds ' Clemmons PROP
Page
2 of Z
TO HAVE AND TO HOLD the aforesaid lot or parcel 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 ofthe 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, other than the following exceptions:
Easements, restrictions and rights ofway ofrecord, governmental regulations, and ad valorem taxes for the currentyear.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Niblock Develo ent Ca
< r
By:
Name & Title:,/;. fl.'•— T r X la t f.- tN
State of - Countyor City of ?-QWa l/l
I, the undersigned Notary Public of the County or City of Ro W &A and State aforesaid, certify that
k personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for expressed. Witness my hand and Notarial stamp or
seal this _LQ_ day of JU,Yi(, , 20 ��%� �� O !
� O �
wARY
My Commission Expires: 'i -2. - 2.0 I j �� Notary Public
(Affix Seal) s��p0 P V ��' ��\`� 's Printed or Name
gNtC0d\%'S
NPCOL1:4343697.1

ill�itflrsulQ II CountReg lif llir of ����?3� �� 8'�0
AMENDMENT TO THE RESTRICTIONS
APPEARING IN BOOK 2452, PAGE 1221 OF THE
BRUNSWICK COUNTY REGISTRY TO COMPLY WITH
STORMWATER MANAGEMENT PERMIT NO. SW8 920725
MODMCATION
This Amendment is made and entered into on this IgAday of /hatch
2010, by Niblock Development Corp., a North Carolina Corp., with its principal office located at
300 McGill Ava NW Coneord NC 28027 , to comply with Stormwatw Management Permit
No. SW8 920725 Modification, dated February 25, 2010, issued by the North Carolina
Department of Environment and Natural Resources, Division of Water Quality.
WITNESSEPH:
Whereas, the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, issued a modified Stormwater Management Permit for the
construction of Cobblestone Village At Sunset Beach on February 25, 2010, which modified
permit is identified and known as Stormwater Management Permit No. SW8 920725
Modification, dated February 25, 2010; and
Whereas, Nblock Development Corp. is the developer of Cobblestone Village At Sunset
Beach in Brunswick County, North Carolina; and
Whereas Nblock Development Corp. recorded the restrictions appearing in Book 2452,
Page 1221 of the Brunswick County Registry to comply with the requirements of the original
Stormwater Management Permit issued for Cobblestone Village At Sunset Beach by the North
Carolina Department of Environment and Natural Resources, Division of Water Quality
(Stormwater Management Permit No. SW8 920725); and
Whereas, Nibloek Development Corp. must modify the restrictions appearing in Book
2452, Page 1221 of the Brunswick County Registry to comply with the requirements of the
rodified Stormwater Management Permit for Cobblestone Village At Sunset Beach (Stormwater
Management permit No. SW8 920725 Modification, dated February 25, 2010), a copy of which
is attached hereto as Exhibit A; and
Whereas, Niblock Development Corp. reserved the right to modify the restrictions
appearing in Book 2452, Page 1221 of the Brunswick County Registry, with the concurrence of
the North Carolina Department of Environmental and Natural Resources, Division of Water
Quality; end
Whereas, the modification of the restrictions appearing in Book 2452, Page 1221 of the
Brunswick County Registry to comply with the modified Stomrwater Management Permit for
Cobblestone Village At Sunset Beach does not materially adversely affect the rights, duties or
obligations specified in the Declaration of Covenants, Conditions and P.estrictions For
Cobblestone Village At Sunset Beach appearing in Book 2368, Page 154 of the Brunswick
Carroty Registry (hereafter "Master Declaration"); and
Whereas, the modification. or the restrictions appearing in Book 2452, Page 1221 of the
Brunswick County Registry is correctional in nature.
NOW, TMMUORE, to comply with the requirements set forth in Stormwater
Management FarmitNo. SW8 920725 Modification for Cobblestone Village At Sunset Beach,
dated February 25, 2010, Niblock Development Corp. does hereby amend and modify the
restrictions appearing in Book 2452, Page 1221 of the Brunswick County Registry to provide
and read as follows:
i7-cEF �L
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 920725 Modification, as issued by BY
the Division of Water Quality under NCAC 2H .1000.
� �,_, Presenter
`6 �
Rat
( 'Iotet Rev n t
k5_.. !a ' Ck Cas:S
Refund. L'asn T _^ce
O Podnns al.k+.ldnnl2f�M.y:gJu: d, a.• u Y..n
010^y-:,i
1 OOoaftMm�. rssegsveirlxdEyoF,s�
insknr.Anl Rrc%reN f!<•] t6AndI�J orcosicd

illllfinlclounlilf111149111t&r of Coeds F 8'808
a The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 920725 Modification, as issued by
the Division of Water Quality under NCAC 2H .1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered, amended or rescinded
without the express written consent of the State ofNorth Carolina, Division of
water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon areas per lot is as follows:
LOT#
ALLOCATED
n". AREA
LOT#
ALLOCATED
ZM AREA
LOT#
ALLOCATED
DO. AREA
3
1
2909.00
20
2909.00
39
2909.00
2
3173.00
21
2920.00
40
2909.00
3
3173.00
22
3173.00
41
2909.00
4
3025.00
23
2920.00
42
2909.00
5
2909.00
24
3173.00
43
2909.00
-
NO LOT #6
25
2920.00
44
2909.00
7
3173.00
26
3173.00
45
2554.00
8
3173.00
27
3173.00
46
3173.00
9
2999.00
28
3024.00
47
2920.00
10
2920.00
29
2909.00
48
2909.00
11
3173.00
30
2700.00
49
3173.00
12
3173.00
3I
2909.00
50
2920.00
13
2554.00
32
3173.00
51
2909A
14
2909.00
33
2920.00
52
2909.00
Is
2920.00
34
2909.00
53
2909.00
16
2909.00
35
2909.00
54
2909.OD
17
1 3173.00
36
2909.00
55
2909.00
18
3173.00
37
3173.00
56
2909.00
19
2920.00
38
2909.00
5T
3024.00
Lob
Tatar
166.654
The allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot lime and the edge of
the pavement. Built upon area includes, but is not limited no, structures, asphalt,
concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open woad
deeldng, or the water surface of swimming pools.
g Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly probibited by any persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious areas
and surface waters.
i. All roof drains shall terminate at least 30' firm the mean high water mark.
I=
2

�IiIIIIII�IIIIII�IIII<,�I�Illll(fI1830�s
runsufak County, plater of weeds pays a oT 8
IN TESTIMONY WHEREOF, the undersigned has caused this instrument to be executed
effective the day and year first above written.
Niblock Development Corp.
a North Carolina Corp.
By:
!✓.'ir•.. 7 N.6/o�l� Its s�s� �fi
STATE OF NORTH CAROLINA
COUNTY OFDWRW*ACK -'c 1 d "
I,Cn.i • i &�c..� jam, h i c i w• - , a notary public of the County and State aforesaid,
certify that 1t p,,, QJ nt e c iL personally came before the and who being duly
sworn and personally known to me or I have seen satisfactory evidence of above named person
by state or federal photograph identification ( 1 acknowledged that
he is Q l e s A e . - of Niblock Development Corp., a North Carolina Corporation and
that he as q -f s , 14 , V- , being authorized to do so, executed the foregoing instrument
on behalf of the aforesaid Corporation in the capacity herein stated and acknowledge the
foregoing instrument to be the act and deed of said Corporation.
Witness my hand and official seal or stamp this lot day of M ,, i In , 2010.
CESILY BRANDON HEL S
NGIM vtsulc
h" Cauntr. NOM cwdko
r`y candeaion & M s.pArAK. s% aols
(Seal)
No ub "c pp
O�c: )1 L ?PI don H%Im J
Notary Printed or typed name
My Commission Expires: 1Z
L77��

Z-r,-.Tg or moRTH - CAPALINA
DEPARTMENT OF E'WVjR0MWptT-AND,)!ATURAL RESOURCES
DtVlbj0N 0p.Wk1K10Q4ALrrY
STATE GTOIINWM.F..
LOW-DiW$fT�1(D&EIAPNENT -
C al, to ns r
in-aco-ordartPeWbthe-PrcVfslQn*4-A7#40't'OILCLbWOVWpfx.rl43, tatutes Of
North,Carbanalm amended, and iWmr18Wld0ORules and ReguloWns
PERMISSION 16 HMjT!/-QRANT-E0 TO
A&. M&M Nhbck& Nfbkck DevskWhent COPM(IOn
Rfm hfN Clays, see Tnd), Sunset B"O. 9=swkk County
FORTHE
AdWan in
to.as the
"siiiaerrtaias'a�etomnRleterimatia3e Plans acid
apprped1q,
d shall be
subject
1. joESIGN ST ANDAM.
1. The memp,tMdl built-upon-arde W"XM for the jactmoibemintaineclat
0 of the gqWWRe rules.
s4rAon"!
2.
Approved plaris-and-speOW,100-10F PTCOC*mmed by this peff AM
tie perm
habanders.-enfa WWOPSO-Oft rMR-
A ir
3.
rr=PP fadbyjaw
rp.pM
projc% covered:by this perm Will Msif"In 8 minimum 30 fcwt wide vegetative
buffar bahmmn 911UPsnilcusBird surface "'sra'
4.
-
The only runoff conma?m systernaglic VWj be vq,0iftt&dconvWances
such on. vAwes shfth minimum m side a WP—W—'bf 31 (H'.V) as defined'In On
stormwater-rules and ijpWild DWIslon.
�
s.
All mof-drains must terminate at lagit 3a,lMm Me Mean highmater mark
S.
Each of ftI8 10ft in 11mbd to.dwk majimum amount• of builtrul;ion-am- OB
descriedsecoqn-11.12*4148-peffnit.
I
SCHEDULE OF COMPUANCE
1.
Symim and Qu*r ve"Wmn ances.-Oall'bo congtruadd: lit #mlr-6ftffrGW
-vagetW, art fdr r kondvo Use pdart6 tlWc""Ion
ponrt6ba-boraNdhal
any.,bulWusurlabi.'
2.
Durft cc= idmy eroded -areas of
the 6v*Ws, cle repaired immediately.
Page 2 of 8
Q .11111111 111111 Jill ILI 1(1111111 Bran Clammons
rmsujck C—ty, agister of Deeds page 4 of 8

' •.•-54��:!11Rt8frr managernaut:8ysterrrs}
' .: •i�;SWB Ei24728 Ma�lticaticn
ThB: *!!W*o,ahall at tinies-mv1dalhe opetabin aiid.matntanance 0 timum
necessary is operate the poiTn ttad,&.ixT idvasar Met agerireitt sYstam :ct p
emcleng Niclude.
a•tom
b.. 3edhraerrtre mal. C. Mowin ' and nvegetaFng-.- - • � *es>oam• P
d. • lirrrr tq'vo sir Oferoded°areas,:
a. maiittenartce•of side slop1*:lrt ko (dance•vd M aPproved-plans and
specitjcations:
The.pemt10' irha11 oubmil tb Ma pirep.11V Am :3haU have resolved approval for
rovrsed plans. stea�rave� p dudirrgbuf rat i tag those Usra, tad
moditicatiati 6n•
aBIOW:a. Any revision tc eny..ot ttra:ltems..eho+wtr on the approved pl*ns, including
t#re aEarmtvater managdineiity�ated6 design concept, 6ulltxrpan area,
defelfs, at.
t}. project name•cfran�
c. ?�ttasfer of owxter8 ip a nt of butt-u emu or to the
d: Redesign-oradditionlolhe approved mPu po^
dralrtaga:ama.
e. Further sutulhllalonracgtric i6fflon�o[6allirig�showir an the
f. HrUm id, aftpring Or pi nganyVdge�tive .
5. The DlredornW datemtine'that otherrevistoris.lo•tha project should require e
modification to the Permit.
$' p9"nWpoa
sarithin tir ei t o ln theme written ilydo�aticnhrequest.
7. No: rn shalt-be•eNawed-OxcRPtthatrr1h *mum amount necessary to direct
.rur beneath an tfnperviodaeUdaA9 apib.es.a rothi and that:rOfnimum amount
needed under ddveways to Provide amens to lots.
8. Unles �pecifled elsewhere. . nent seeding ra uiramentefor the •swales
Sediment 'bJ i p�n �^ tltaManuNa� rth �:araMa Erosion and
osed.buli! upon r dmoe
9. The permitlee fs responsible for Yeti9M #ial tlte.prop .
nat•exceed the•aH. WNWpari•area� Qttceihe lottransfer M@Ipnp
bye-up9r�siva:m' ba d:+ ap m theDiuislon.cifV�aZer
Quoin. Sot .the-pannittee..B�-Ind g4iai owner are O*GCt to
aanfa akprovtt i i '� Rlvls�jp timtt•an.anY Idt intxeas®d oFa6b�dedwlthout
prior
10. Within 30 days Cf r�cirptbtiettaFitte P1Cler the persnittea must ce;* in writing
that the pro ot'a etoti7ilrrater oori4pls: and 6:'Pp 'spsirrfaioes have been
Any�devinfromnsu��pien�sm$u�be�noterl•oTMtheGer�t'fi�nro�
11. ff the lttee.slsta up ari Arch+teottrral-Revievw<Commktse-E1iRC) ar Board
(ARB�svipw plans t or islxe iyrti t restitctlans: lhq plans reviewed
must mcludeagproposedcHup--nP�gtea:4i�)� AnYapp�is given tiY the
ARC or kRt3 a0 beftaBof ibe pe.tie rroGrelipva Hre pprreetmitbe aE the
roepOrisibil�iy-to.maititair+�?pltirn�wit�:lt'�' i�d• BtiA liegit for -prow.
I*
end gQ• ROt T811eVe tfie:btomier of tfia res a * a�l rnp�nwith
the lotB,UA limit.gsiabfia ed•by this p
and covenants.
P6ea are
1 IpI I 'I I I N' 04-21 2010
IIIII'1111V III III ���I II �iI'�I o tela n5 0 6
' I
n�
.+1 ate...,.
By:

S Pag
lfi'��i��� 839,dP0119 6 e'.0m. st�tsstcmnaatiere+�s:Modne5o�
Brunswick cc Y. KC Rog"
I 66nit b the
De1;dFqqtO5�".9rsk1p y reference
and must
of1 4
vie neoceraf 4SC4 'd, a mmit-Includef. as-A-miruvMthe C n;Tt eme't,
a.
_.a* 1000
5 ad
ad -timed t the Ql Jit Qu AiMar NCAC 2K
sm -= -of these Covenants 10
b. Tft. Sidi'. North, 641M., P_
rt� . . we Stomwiathr
f hakdon �co. M. P
-the 6W&necessar
rtW%a.6OvjmgO we torun vAththe land and berbincling an all Persons
and partleccainiprder"rn..
d. fhec�yanaft.pi r.tingtdimnvaWrMBYnctbL-SB,BheWed or
rsWndpd ;'houWt1h&je= %Odtft.cG6jWnt of theatats of North
tv IV on
caraRfia'Dift.. -qr.Wb
cm. th
e. Atteradoft WE iftina 'Ad cWk =Proved-fts-may not take
U,
r-W Mt1h ride of th&*Dm bf-Wateir uality.
a =m I=bWp4n area per lot is as fcdkym:
The allotted Wm;?UUtjnGlUWfi My 01MR-upon ill LM'�MAIM w ­­ - -_ ­
pm=bamddrilmand-M*PBuiltDrW."th$;Z,"f-w -b#hW=VWfrOMIflt&M-
nd _ay Ited to,
an #W.Odgw;af the..pgivemarC upon ;N inducleaAetisnotilm
UA,,Ntone.MaW jond coquina; but does
structui es, asphalts coricridt0=1 -of
not Inducle, OPIM" iNd no qr. a W
#i der suilim s3fAMMIRg 130015-
vaimmes (clitchm, MAN*. 810.)
-Ift Or P OU lbr-'evgra
g. Filling of any= & driveway orming9l
assadi_#d devero ' -.0
. a= irj'%'OiM�tatect buffer bet-411"1111 Impervious
h. I;= x
iiji and. 6qiIWi..WRWrS- n-higi-i watermark.
I. Airica dralns shall lbrminab'St 168fit'Stt from 111 MON
papa 4DfB

� �ai� �� is a2:z�i�aee .,State:&.ftlimwaier•h!tanatt�1er�t.Syatems
Brunsulcit C Y, page 7 of 13
The pm tWeshWMbmk RmWad dead M*kAions within 30
days of g dale of mcbrdk;�M di, am
on thop !W. ' don net Meet One
14. The-clir%-o 9 arm ift
i 'v'imen- wn*,W*9duI8,tD
MOM
8u It-0-1
or - me 1he
time i
0=0D3,�N Wh4w-fiquam t
;hat .,hsng,,j h,,,e a6 Win=i.cop'les-4
been loads.
ublic
orpdvawj66rVWcowAwnpm -r0; dedd — ageamoncnts (public
*M.Semch&IFMVhrequired -easements, In
p the
ve
Ill. GImML-domorrms
=It FPS
J. FGHUM- tmabidg b I
ML*,* candifignG and,lYnblOORG contminod in th19
objec(the PiBrm -0 -to WSW of 6W Qua ity,
in 8ccoydance with North CsmIIh8-'0W18n1fgW - 14"IS.SA to 143-21M.
2. Thapermit-Issoac!'61189 conlinue.in f0maand effqd-ura rmked oc.tevninated
3. The perrhit maybe.hodiffid. MWW WO Mi"U r4l Flerminated for cause. The
filing bta re . pGrmjL.mQdMQbW,. mmm n-and -reit"umace, or
, Ir,
4arml.flatibn d
The jmUanbg-Qf-this F=ft-dom'jxA pmitdbit the DkacWf from raolmo permit
4.
idnicoimlyied In Tide 15A & tha' North
84 al[Wv4d'c '_.e
y
oaragneAsim , IniWm&e-Cod--:subdrs0(-2H.1W0. and North PArdirla.008101
Stattte, !43-;MSA at. 91-
6, -rhiipsmItIandttfanderablatom .00(9ionorenft vxWptgftwnobca to and
97"', - quim mccffr�agbn ar. M�jocsdon and
e ryplby the.Director. The IM V�* re . Uchloffm
rwppi rmit-tWdama-*-. nVivii and hie
ssmarm-of ttwpol wept. m Wast3&1diV5-=r,. -:'ch=g,9 Of
reauliernet* ME min orate& or emailing
coneldeied on ds,merits, MW MW OrMay W"'avp'v"FA'
6. The PuFmIftee W.rsqAffWb1c for 0 . CIMPORM8 VR&b GO. p - 8rMR4Wndi6qp8 UFAH-such
myest, NoftMr the sale of the
Idered
as an apprPved�perrttit-trartsfer.
Inn.g with
7. b
lfy
must
any oTitLoae.penrails roams
be submitted.
Pogo 6 of a

z
16:32:27.GW
Brunswick County. aglater of Deeds page ara'or a
enter the prowl during
a. ilia parmps grants Perm I -
: *. kiijabdnit
peM* Modiped 1306.raligued ibis the 2n.d-day qf-Marah,,2010,
NO LINA EWRONMENTALVANAGEMENT COMMISSION
. . . , -: �
for 0 . nH.A6Irina-,.g
ivision.ot QU
adly offt, Environmental "agemant Commission
Page ra 6f 0

P0174e04-21i2010
Brunswick County, MC Register of B3039dm�of28�0
ESTRICTIONS
APPEARING IN BOOK 2452, AMENDMENT TO THEAGE 1221 OF THE E V E' V E
BRUNSWICK COUNTY REGISTRY TO COMPLY WITH
STORMWATER MANAGEMENT PERMIT NO. SW8 920725 MAY 3 1 2018
MODIFICATION
BY: SW $R2�lZS
This Amendment is made and entered into on this /q'day of 1hol h
2010, by Niblock Development Corp., a North Carolina Corp., with its principal office located at
300 McGill Ave.NW,Concord, NC 28027 , to comply with Stormwater Management Permit
No. SW8 920725 Modification, dated February 25, 2010, issued by the North Carolina
Department of Environment and Natural Resources, Division of Water Quality.
WITNESSETH:
Whereas, the North Carolina Department of Environment and Natural Resources,
Division of Water Quality, issued a modified Stormwater Management Permit for the
construction of Cobblestone Village At Sunset Beach on February 25, 2010, which modified
permit is identified and known as Stormwater Management Permit No. SW8 920725
Modification, dated February 25, 2010; and
Whereas, Niblock Development Corp. is the developer of Cobblestone Village At Sunset
Beach in Brunswick County, North Carolina; and
Whereas Niblock Development Corp. recorded the restrictions appearing in Book 2452,
Page 1221 of the Brunswick County Registry to comply with the requirements of the original
Stormwater Management Permit issued for Cobblestone Village At Sunset Beach by the North
Carolina Department of Environment and Natural Resources, Division of Water Quality
(Stormwater Management Permit No. SW8 920725); and
Whereas, Niblock Development Corp. must modify the restrictions appearing in Book
2452, Page 1221 of the Brunswick County Registry to comply with the requirements of the
modified Stormwater Management Permit for Cobblestone Village At Sunset Beach (Stormwater
Management Permit No. SW8 920725 Modification, dated February 25, 2010), a copy of which
is attached hereto as Exhibit A; and
Whereas, Niblock Development Corp. reserved the right to modify the restrictions
appearing in Book 2452, Page 1221 of the Brunswick County Registry, with the concurrence of
the North Carolina Department of Environmental and Natural Resources, Division of Water
Quality; and
Whereas, the modification of the restrictions appearing in Book 2452, Page 1221 of the
Brunswick County Registry to comply with the modified Stormwater Management Permit for
Cobblestone Village At Sunset Beach does not materially adversely affect the rights, duties or
obligations specified in the Declaration of Covenants, Conditions and Restrictions For
Cobblestone Village At Sunset Beach appearing in Book 2368, Page 154 of the Brunswick
County Registry (hereafter "Master Declaration'); and
Whereas, the modification or the restrictions appearing in Book 2452, Page 1221 of the
Brunswick County Registry is correctional in nature.
NOW, THEREFORE, to comply with the requirements set forth in Stormwater
Management Permit No. SW8 920725 Modification for Cobblestone Village At Sunset Beach,
dated February 25, 2010, Niblock Development Corp. does hereby amend and modify the
restrictions appearing in Book 2452, Page 1221 of the Brunswick County Registry to provide
and read as follows:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 920725 Modification, as issued by
the Division of Water Quality under NCAC 2H .1000.
Presenter Re
� I�
r.
(�otal_ Rev ir.t
k s 'ft— Ck t&UL� Casa IS
Refv,uJ..- Cast, :„ irce
Upod"'F ; ;u:wentare ;ir:y:aea r,c .
otsr"'�41
1 t7Doc�rurtcor(nirsseai8wrifiedbyoogrral
rnstr iren; I`X: a awt bL -_produced or r oprod.

04-21-2010
N11111111111111111111111111111111111� B3 Brenda 11. 1cl of Deeds e Zns 00e
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 920725 Modification, as issued by
the Division of Water Quality under NCAC 2H .1000.
b. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
C. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not be altered, amended or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon areas per lot is as follows:
LOT#
ALLOCATED
IMP.AREA
S
LOT#
ALLOCATED
IMP. AREA
S
LOT#
ALLOCATED
IMP.AREA
S
1
2909.00
20
2909.00
39
I 2909.00
2
3173.00
21
2920.00
40
2909.00
3
3173.00
22
3173.00
41
2909.00
4
3025.00
23
2920.00
j
42
2909.00
5
2909.00
24
3173.00
43
2909.00 +
-
NO LOT #6
25
2920.00
44
2909.00
7
3173.00
26
3173.00
45
2554.00
8
3173.00
27
3173.00
46
3173.00
9
2909.00
28
3024.00
47
2920.00
10
2920.00
29
2909.00
1 48
1 2909.00
11
3173.00
30
j 2700.00
49
3173.00
12
3173.00
31
2909.00
50
2920.00
13
2554.00
32
3173.00
51
2909.00
14
2909.00
33
2920.00
52
2909.00
15
2920.00
34
2909.00
53
2909.00
16
2909.00
35
2909.00
1 54
2909.00
17
3173.00
36
2909.00
55
2909.00
18
3173.00
37
3173.00
56
2909.00
19
2920.00
38
2909.00
57
3024.00
Lots
Total
166,654
The allotted amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge of
the pavement. Built upon area includes, but is not limited no, structures, asphalt,
concrete, gravel, brick, stone, slate, and coquina, but does not include raised, open wood
decking, or the water surface of swimming pools.
Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious areas
and surface waters.
All roof drains shall terminate at least 30' from the mean high water mark.

iNiliill yllIIIfillI11111111111111 s3�3s !0176 �s-20,®ee
Brunswick County, NC Register of Deeds page 3 of 8
IN TESTIMONY WHEREOF, the undersigned has caused this instrument to be executed
effective the day and year first above written.
Niblock Development Corp.
a North Carolina Corp.
By: •�•�—
!/'ii•.— N.6/o�� Its ��s� •;<e.�fi
STATE OF NORTH CAROLINA
COUNTY OFAW4NS 'K '�-r "J '"` (
I,� �s •f j ig� G n 1 �� H d 1 " , a notary public of the County and State aforesaid,
certify that l,' l\', p nn h I r r li personally came before me and who being duly
sworn and personally known to me or I have seen satisfactory evidence of above named person
by state or federal photograph identification ( ), acknowledged that
he is Q = t s • tL t' of Niblock Development Corp., a North Carolina Corporation and
that he as f a r s Rt t w 1- , being authorized to do so, executed the foregoing instrument
on behalf of the aforesaid Corporation in the capacity herein stated and acknowledge the
foregoing instrument to be the act and deed of said Corporation.
Witness my hand and official seal or stamp this iw day of YA a, j J^ , 2010.
CESIL.Y BRANDON HELMS
NOTARY KOM
1re"i couft, North CNoWN
MY Commisaor Expires . 19, 2012
(Seal)
NoViry Public
oln"I- &aw EaA
Notary Printed or typed name
My Commission Expires: ��

tiH113IT A .
new .t0r'Mw s W Management .SysleMS
'. :� , ntn.�� 25AAodifiCatign
.STATE OF NQRTH CARO.LINA
DEPARTMENT OF )=,NVIROMMENT AND NATURAL RESOURCES
DIVISION Otr WAT-I!k QUALITY
5TA7 E bTf➢liiN9Fi i i ER WAENT P.�B�li
LOW DEWS ff- .DI+V:ELOPMENT
In accordance waft the prowl sions,gf Afticle 2:1. of Cbepter l43, General Statutes cf
Notttl Carolina as amended. and otherppl aicable Larvws, Rules and Regulations
PERutSSiON IS HEREBY GRANTED TO
Mr. Ii asrn Niblor k: & Nibkx k Development CoMoration
Cobblesbne>rltag�e
Rice MiN Cifole, Sea rmd, Sunset Beach, BnMmkk County
FOR THE
cansUuction; oiler bn and.rrtalntenance of.:a10% low density subdivision in
com 'arts . the"pmyisiorts of 15A NCAC i i 1 OW (hexeafter� toss the
"stolmwater rtrla��""jj and ftisns and
: ape d stomurater;rnanagaf p .
spdditcatlnns, ■frd`atlter sttppor#tng datli a att G'hed'and on -file with and approved by
the .Division ofi.WateroushlSt and considered a.p+f Pew
The Perf.0 staaN be.effedNs from the Vie: crf.rasusrer� until minded .and shalt be
subject to the foll4wirtg specific conditions and Wt Wns:
1. DESIGN STANDARD$
1. The overall tract bullt-upon.ar+ea percentage -for ft project must be maintained at
30% per.the requirements Of Section :100s of the sbm water ruies.
2, Approved PkM.and' ons.fW projects by this permit are
fncorporated by fieierence and are enforceable parts of the. permit.
3. prolebuftr between Ilby this
rvi�ous areas andsurFaee�vyaterms.30 foot wide vegetative
4. The .only runoff conveyaftCe systarns allowed wilt lie vegetated. conveyances
such as.swafs�-with .rrtinimum Fide etD Dn 1 (H.!!) as deTined in the
starmwater rulas and apptovrerf by
5. All roof drains must terminate at least W from the mean high water mark.
6. Eachof the 56 lots. is limited to.that maximum amount of bunt -upon -area as
described in Section 11.12 •of'this.permit.
11. SCHEDULE OF COMPUANCE
I- Swales and other vegetated zonveyances shalt be. co ngtructed in their entirety,
vagebtrte ,andsurface.
tional for esir intended use prior to. the construOien of
2. During construction, t31BSian shall: be kept to a minimum and eny eroded areas of
the swales orother vegeisted-conveyancesvino be repaired immediately.
Page 2 of 6
itIII11IIIII IIIIIIIIIIIIII IIIIIIIINI 83039 P0177 04_21_2010
16:32:27, 000
Brenda M. Clemmons
Brunswick County, NC Register of Deeds page 4 of 8

s,We starmw2or. Management Systems
The -parmittee. shall atail times -provide. the, operation and.maintenanco-
neemma;y.to Operate the peir-Atedslormweitr roanageMent systems at optimum
2. - ins no
b. segrent removal.
C. Mawin . 9., . and x0r." gM f the, side slopes.
Olowi - 0 . M 0
d. rMMd1gte-rqOr oferodedareas.
sio� - in - - with appmved plans and
UsL1nUwm6rA of side accordwm
14. The perMittee shall Submit to the. Director and Shall have received approval for
revised p . lans, 31 pecificstions, and calcuish' dra. prior to. oDniMuction, for any
mortification - the approved plant . . inciudrrig, but not limlled to, those listed
below: Any revision to any of :thejWns.6hc_;1 on the app-ved plans, including
a.the.stormwater Ma aggment system. design concept, built -upon area,
d I l� ateetaito, .
b. Project name
C. Transfer of owners
mm=, -upon area or to the
d 13edesign ora.ddMon to the approvecl amount of built
a.
e. FurthersdraiRaub.dMalon,_ aquisillon,or'selling. of.the prqact area.
conveys
shown on the
f. filling in, altiffing or pongany vegetative
app
roved proveO plart.
5. The Director tray determine that other -revisions to the project should require a
modffication to the permit.
S. Treontaftfives swiahllin theafnrafomrme..sstpiO.cnc uesteed wby. othe Dniroercmtoartionres
quest.
shag be akiw9d.except that OftinlrOLIM amount necessary to direct
7. =net 3. rjij�
h an imper4lous . u : Dsuch as a road and thatminimurn amount
needed -under drivewaysto provide access to lots.
8. Unless specified eitewhere permanent seeding rements for the swales
irm ';66611 1 the NOOLU'rolina Erosion and
must fd1owthe gii �s, 16hpd1ln
ign ManuaL
Sediment.coptrof Planring and Deill
9. The permifte is. responsible for verifying that the proposed.bullt-upon area does
not exceed ft.aJl6yjj* built -upon area: Orice." lottran8* is:complete the
built -upon am miy nd.be rwxt!Sod.Othoiit V91-frdni the Division. of Water
Bbth-tho Perm sand the
Quality. , . itte ­ a'pr perlyowner are subject to
onfioroement action if ft BLIA- limit arr any lot w liwieased or axwed6d without
prior approval from 'the. Division.
10. Within 30. days project. VM - 13 must certify in writing
. ys of ootnisletion of the .. permato irlaces have been
"the p s stoniw , oontrolls. -and'imperviouS sL specifications.
aW if -t* approved plans and spec;
constructs =,*Min sybelarThal intOrt C mustbe noted on. the Certification.Any deviation from the approved plarla-m
11 if the permthea:sets. up an Architectural Review Commlitea (AR,C) or Board
`ith:ftTeStdGt1O . *th 10115 reviewed
(ARS) 'to review -plans for Mhpe.w ens; . a.
inustinclude4k "rQopKQsed=hul _upon..i3tea gl , *. n by the
(SUA)*. -Any approve give
ARC or AIRS -oP 11-of ow pefrotse do hot. rellow the 10810 of the
res risibivy ta.makftin c
Med fin* for the -project
MNInot relieve the .Wow.M-or.thg j;jjpoi slb1* to maintain compliance. with
the lot SUA ftt e&ta6tsj1jj&by tKi permit arid the recorded deed restrictions
and covenants.
Page 3 of 6
ms�of28006
JJJJJI1111111111111IIJ111 B18
BrandsM.ClBkCtMCRtr

04 21 2010
iiijiii{iuji83AP01i9 528mra 00 , Mt s�s�i1t�iiClem :2
12. Heed restrictions are in�orporated.into.thispeUnd by reference and must be
rerorded,vrith the Office oitl�e Rogister oE.Leds Pnar to the sale c#any lot
Recorded dped. restri4tlons mustindude, as..A-minimum, the follownrg. stBRernents
related to s o niwa�B managernertt: mm dance with
a. Thefollov ..aovenants-are inionded.to errswa:onngg�� p
Stella 3tWmwaW- Management Rellrnrt htumber S1r11t1'9 725 Modification.
a! aced i i,tti ; [)irtiisfotr bfiA#ater t ua1RY.:imiier NCAG ZH:40ttU•
b. The. State O.F North Carefi>Ze ,is Made.abe4�etiaary of these covenwft to
the.extetd oecassartr.-W tfaiMam:aamptranoe:with the Stormwater
Man4gementPermit.
C. Thesd covenants are to run wlth..the land and be binding on all persons
and parties ataimir+� vender Item..
Cl. The covenards pertaining to sWrmwater:may not be altered, amended or
rescinded wi houtthe-.exWw written consent of the State of North
carorma, OWislon-Of Water;Quatity lens nak take
e. AtterZ6 Of.tha.drainage'as 'ft*n.on.the approved p . �►
lace jv ftut the -concurrence othe. Division dt Water Duality.
f. a maximum allowelDle. buin-upon area per lot is as follows:
ALLL;Or-ATED
ALUXATEO '
LOT IARf_A.
/►t l OCATEO IrAP.
LOT
INIP.wm
LOT0
OMP.IdtEA. s
1
2908.90
20
3909:00
39
2l09 00
�2
3477�0
21
2020b0
40
2l09.00
�
3'.
3173.00
22
31T3A0
41
2909.00
4
302500 "
23
2920.00
42
2909.00
5
2MW
24
317300
43
909.04
NO i.OT N 8
28
293A;00
44
2999.00
7
Y1796fi
26
3i700.
45
ZS54AO —{
8
3173i00
27
.31T3.00
48
,
347300
9
290L00
2s
. 30?A.00
47
2920.00
10
2920.00
28
2109A0
18
29Q3A0 I
i1
3173.D0
�►
�'�'
40
3173.00
12
3172.00
34
29HAO
54
2920.00
13
2654,00
32 '
3fW3A0
51
00
14
Y999:00
33
2y20.00
s2
2909A0
is
2920.00'
34
.00
53
2g0900
I 1s
2909A0
3s
2200.09
54
29r19-00
47
3173M
30
290$00
2909 Q0
18
84iSA0
37
3173:00
19
3920.00
38
2809 00
57
3024.00
Leta
468.034-
Todl
The allotted amountincludes any twill -upon area constructed within the lot
pro boundaries, and that portott.of the'riq%.gf way'between .the front lot line
and the edge of ft...pavement Built p0m area includes,: but is not limited to.
strucwu es, -asphalt.. conerefes 9 �.6dek, stnna, state, arW coquina; but does
not iadude rised; open wood decicmg, orft-wsWr surlace of sntimming pools.
g. Puling in or Ipinp of anY vege4atn►e °o°r ►antes .(ditches, svrtmles. etc.)
associated rnntlr develiiprrlarn exceitictr average driveway crossings,
is strlctiv prdhlbited by a. P ?n3.
h. fEach .JJoo�t wilt mair►Fairi a 3 p' wade vagetated buffer between all impervious
are and sulfate waters.
L AIt roof drains shall 4erminWe at least 3a, from the mean -high water mark.
Page 4 of 6

Illl1II111111I{11111 N 111I I{II1II1 {II B3039 P018016 32:27'eee State Stormwalw Mapagement Systems
Na;
Brunswick County, NC Register of Deeds page 7 of 8
sm slams Modification
13. The pemiit�se .shall submit a copy of the recorded deed restrictions within 30
days of tt►e date of recording.
14. The Director may no* the pernfitt e-when the permitted sits dOes• not meet one
or more• of the-mirimurn, requtrarnant, 6(fhe.pertnii. WdMn.the. time frame
spe wed in the note, the pp��m5ittee ahsll sLrbMit a arrittan time: schedule to the
iredor for modifying ft acts to Mee"*nirtlum Teviiern r fi Tfie permittee
shall: pray}de.00pies`of revised.piat�s',r' cetttf♦cetlQn in v�a+tln9 to the Director
that a changes have bwmn4 ads.
15. Stormwater conveyances vAl be located _in:eiMerAdedicated. right-of-wa)(Public
or PF��ratej, re�co►d6d-comanon WOWS at: re�rd!�d dm+Wage easements: The final
plats.for project.vA.,bereaordedshowng`allwOhrequimd.easements,in
accordance vvi3h the approved plans.
IV. GENERAL COMMONS
1. Failure to: ebioe by the conditions arid° iitnit.ations, contained in this it ma
subjectthe Permlttae to an enftrcwrWVt>n by the Division of Water Qua�ilY,
in accordance with iVO0. Carolina Cie ".. Statutes 1.43-215:BA to 143-2-15.6C.
2. The permit issued shalt Continue in form and effect until revolted outerminated.
3. The permit may be,modified, reunited: and missuedar terminated for cause. The
filing of. a re
a permlt.mOdfiCatian, revocation and raissuance, or
termination does'not stay any permitcM.dition.
4. The issuance -of this perrnK does :not prohibit the Director fF0it9 faoPaning and
mtsiifyanq"Pe te;ralcirtg and:iemwing the permk or terminating the permit
as atlawed •by the laws.. rules, and iegiU�ns eerrlaitied ins ir#a t of then North
Carolina Administrative Code, -Subchapter 2F1.1.000; and North .Carolina General
Statute 143-215.1 et. at.
5. The Permit is not transferable to arty. paMpp or entiitr except after notice to and
approval' by the.Dire�ctor. T'he-Dir rmay tatluue modification.Swhr� tlon and
r6issuanoo of the. perm►t:to.dMr4e.d naMe anti lncorpora
requiremw is as may be necessary. At least36: days pnor.tg .a change of
owns, ip, or:a:rtiame c hat�e�ge:of the.perrrtitlee or.df the toted, or a me'rltng
address dtange, the P �e shall 4MbM t. a.com n
'Name/Ownershrp Chamge" torm .b�. the Divlsittn of waRer.Quality accompanied
by the documentation listed on the form- The.:app of this request +Hill be
considered an its merits, and may or May not.be.iapproved-
s. The pemnittee is responsible for compliance with all permit conditions until such
time as the Division approves " Perin transfer request: Nckher the sale of .the
pr1 od not the conveyance of common area to a thfird: party shalt be: considered
as an approved .permit transfer.
7. The issuance of this. permit does.. not pregtude- the Permfttee from Complying with
any aid all .atatutes,.-hAs, .regulations,. or:*inar>ces which may be 4rnp05ed by
other g mrnent: ageutcles>{focal; state arxi;S deraf) wli�ch have tunsdretion. If
any of#hoss pem�its result fn revtsiorto the plans, a Permit modification must
be submitted.
Page 5 of 6

II I II I I IIl II I I II I I II II I II I II I 1111111113039 M . Cl m o�5-�e, ma� 6tiftgnwater Management System
Brunswick County, NC Register of Deeds page B of S peiY9i725Modiflcadon
a, The permnee grants permission to.Df NR Stab to enter the. ptop&V during
lausinetsshoum for th6 purposes of uispecting-tiie 6tormwatar management
systdin.and it's=csompon
Permit modified and. reissued this. the 2ndAay of Mamh.. 201 0.
fti©,'3T EWRomL4ERrrA4_ MANAGEMENT COMMISSION
jor Co n fit. ullins,.Director
Q'ivisicn of watE Quatity
By Authority of the Environmental Managantent Commission
Page 6 of 6

i ht certifies tik it there are no delinquent ad
valorem taxes, fees, assessments or other
liens which the Brunswick County Tax
Collector is charged with colle 'n , that are a
lien on: Parcel Number Z
as notated by the Brunswick County
Assessor's Office._ This is not a certification
that the parcel number matches the deed
description. .
jU 062015
Date (Asst) fax Col. / Del. Tax Speo.
Illllllll llllllllllllllllllllllllllll 83663 P0328�-::-z�-:e2
Brunswick County, NC Register of Deeds page 1 of PROP
y
Presente✓ Rat:
Total i' Int.
Ck $ OOL� CI: 41'� Cash $
Refund: C=r:il:q Finance
❑ Portions of docurant are 11! 3(bla Lug is condition
of original.
Do.
o current contains seals Yo1ftd b, or,-inal
it ;ar7ant that cannot bs reproduced or copied.
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $NTC
Parcel Identifier No. 242PD00101 Verified by County on the _ day of 20
Mail/Box to: Brian T. Pearce, PO Box 3463, Greensboro, NC.27402
This instrument was prepared by: Brian T. Pearce (without title examination)
Brief description for the Index: Common Area/Open Space Cobblestone Village at Sunset Beach
uN
THIS DEED made this / O day of-hUy, 2015, by and between
GRANTOR GRANTEE
Niblock Development Corp., Cobblestone Village at Sunset Beach
a North Carolina corporation Homeowners' Association, Inc., a North
300 McGill Avenue NW Carolina corporation
Concord, NC 28025 P.O. Box 6955
Ocean Isle Beach, NC 28469
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e_g.
corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby w*nawlydged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot, parcel ofland or condominium
unit situated in the Town of Sunset Beach Shallotte Township, Brunswick County, North Carolina and more particularly described as
follows:
BEING all of the areas designated as "Common Area/Open Space" of Cobblestone Village at Sunset
Beach, as described and delineated on that plat of survey entitled "Subdivision Map of Cobblestone
Village at Sunset Beach," dated November 30, 2005, prepared by Norris & Ward Land Surveyors,
P.A_ and recorded in Map Book 34, Pages 148-149 of the Brunswick County Registry.
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2126 page 1282.
All or a portion of the property herein conveyed _ includes or 0 does not include the primary residence of a Grantor.
A map showing the above described property is recorded in Plat Book 34 pages 148 and 149.
NPCOLI:4343697.1

II IIIIIlI ! IIII I II I II I I I IIII III I III III B3ss3 P03 9 mons 22.PROP
0
Brunswick County, NC Register of Deeds page 2 of 2
TO HAVE AND TO HOLD the aforesaid lot or parcel 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, other than the following exceptions:
Easements, restrictions and rights of way ofrecord, governmental regulations, and ad valorem taxes for the current year.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Niblockk Develop ent CIT.
By:
Name & Titic:,J/1,1---- _ T N' X to e, �4T
State of }Up r44A tb l w fi - County or City of VO ll &A
I, the undersigned Notary Public of the County or City of Ko wa A and State aforesaid, certify that
1 personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for :jexpressed. Witness my hand andNotarial stamp or
seal this 10 day of JUX1G 20 jS.f,
_A aa�pRY
My Commission Expires: -2 - IA f a} = m G i
(Affix Seal) P U �1 ` 's Printed or TylAd Name
�qIV OOv��`�
'��irtttri�`
Public
NPCOL1:4343697.1

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Lewis,Linda
From: Lewis,Linda
Sent: Thursday, May 24, 2018 11:17 AM
To: 'Lori P'
Subject: RE: [External] SWP #: SW8 920725
Attachments: 2018 05 CEI_deficient-draft 920725.docx; 15a ncac 02h .1045 Requirements for Permit
Transfers and Permit Renewals.doc
c,. Pearce:
Thank you for following up c>> Ine missed reiurn call.
Unfortu�,a ely, many deveiopers neiieve that a!i thev have to do icy 1rarsfer a permit is to give the
common area to the HOA. The formal process for transfer: ing a stormwater maliagenient permii is
much more involved than that. The formal transfer regU rements are listed in NCAC 02H.1045
(attached).
In order to start the formal process of transferring the permit to an HOA, you are correct that at least
50% of the lots need to be sold to individuals (not to builders), and that ownership of the common
areas has been conveyed to the HOA. The last component of this list is the need for the DIVISION to
determine that the project is in compliance with the permit. We do that by reviewing the file to be sure
that all the permit -required documents have been submitted, and we follow that up with a physical
inspection of the project for compliance.
According to Session Lave 2011-256, the Division can transfer a permit from the developer to the
HOA without the consent of the HOA. This law was passed by the Legislature in 2011, in response to
complaints from developers that HOA's were refusing to sign off on the transfer application and were
holding the developer "hostage'- despite inspections and determinations of compliance by the
Division. This law was incorporated into NCGS 143-214.7 and into the transfer rules under NCAC
02H.1045.
I don't know who AlphaEMC is, but the final determination of compliance lies with the Division, not
with any company or consultant hired by the Developer. Many developers hire outside companies to
assist them with identifying and resolving compliance issues before they submit the transfer
application to the State and the State does it's inspection. Any issues that we find would Need to be
addressed by the permittee before the permit is transferred. If the compliance issue cannot be
resolved without modifying the permit or without recording an amendment to the covenants (as might
be the case if any lots exceeded their maximum BUA limit), then the developer and the HOA would
have to coordinate and come to agreement as to how that would be accomplished.
Please be assured that the permit will not be transferred to the HOA unti! the project is in
compliance. I have already sent a reminder letter to Gibraltar Residential about the transfer
requirements, see attached. The HOA v,a,as copied on this letter at PO Box 6955 OiB.
I hope this addresses your concerns. If you have other questions, please let i-ne knovi.
Linda Lewis, E.I.
Environmental Engi:ieer III
Division of Energy, Minerai and Land Resourc5:a

Department of Environrn ntal Quality
910-796-72 i 5 Offic;�:
UG.l s; r:AEnr. t..
Wilmington Regional Office
127 Cardinal Drive E.:;:nF-on
VV ,ninaton, ids: 28405
From: Lori P [mailto:[e-mail]]
Sent: Thursday, May 24, 2018 9:30 AM
To: Lewis,Linda <[e-mail]>
Subject: [External] SWP #: SW8 920725
Stormwater Permit N. SW8 920725
Ms. Lewis I contacted you by phone last week regarding our stormwater permit, unfortunately I missed your return call
(thank you for the call). I think you may be able to answer my question/questions by email.
Stormwater permitting is rather confusing to the lay person, after researching and searching on-line I think I may have a
general understanding. Please let me know if I have it correct:
The following has been met: 1). Common area has been deeded to the HOA 2.) 50% of lots have been conveyed to
other owners (we are 100% sold out) 3). Stormwater facilities are in substantial compliance with the Permit (we
believe they are, but how is that determined??)
The original Builder (Niblock Development Corp) went into foreclosure, in 2013 Gibraltar Residential submitted an
application to transfer the ownership of the Permit. The Permit was transferred.
All remaining lots were sold this spring and Gibraltar has initiated the process of transferring the Permit to Cobblestone
Village at Sunset Beach HOA Association, Inc.
The Board of Directors believes that the transfer will occur according to NC Gen Statues with or without the Associations
consent. (is our understpndina correct?)
Included in the application from Gibraltar is a "site inspection report" from ALPHAEMC— found to be compliant. Does
the State do a final inspection and what does that entail?)

This issue is very foreign to our Board of Directors and we wish to do right by our homeowners. We would greatly
appreciate any answers you may provide and any resources available. We wish to do our due diligence in this matter.
Thank you,
Lori Pearce
Cobblestone Village HOA, President

SOSID: 0835098
Date Filed: 5/11/2018 8:09:00 AM
Elaine F. Marshall
STATE OF NORTH CAROLINA North Carolina Secretary of State
DEPARTMENT OF THE SECRETARY OF STA C2018 122 02915
STATEMENT OF CIIANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §5513-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON FILE
The name of the entity is: Cobblestone Village at Sunset Beach Homeowners' Association, Inc,
The street address and county of the entity's registered office currently on file is:
Number and street: 300 McGill Avenue, NW
City: Concord State: NC Zip Code: 28025
County: Cabarrus
The mailing address if different from the street address of the registered office currently on file is:
Number and Street:
State: NC Zip Code: County:
The name of the current registered agent is: Willlarll T. Nibloek
NEW INFORMATION
1. : 1'he street address and county of the new registered office bf the entity is:
i (complete this item only if'ihe address of the registered office is being changed)
Number and Street 110 Bellwood Circle
city: Sunset Beach State: NC zip Comae: 28468 -
2. The trailing address if different from the street address of the new. registered office is:
(complete this item only if the address of the registered office is being changed)
Number and street: P•O• BOX 6955
City: Ocean Isle Beach State: NC Zip Code- 28469
County, Brunswick
County: Brunswick
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this item only if the name of the registered agent is being c ange
Lori Pearce
Type or Print Name of New Agent * Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
wilt be identical.
5. This statement will be effective upon filing, unless.a date and/or time is specified:
This is the 01 day of April 201$ Cobblestone Village Homeowners' Association, lnc.
Signature
Lori Pearce - President Cobblestone Village at Sunset Beach Homeowners Association, Inc
Notes: Filing feels $5.00. This docmhent must be filed with the secretary of §hie. Type or Print Name and Title
t Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attached to this statement.
BUSINESS REGISTRATION DIVISION P. O_ BOX 29622 RALEIGH, NC 27626-0622
Revised July 2017 Form BE-06

C200607600627
SOSID: 835098
Date Filed: 3/17/2006 2:59:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200607600627
ARTICLES OF INCORPORATION
OF
COBBLESTONE VILLAGE AT SUNSET BEACH
HOMEOWNERS' ASSOCIATION, INC.
APION-PROFIT CORPORATION
The undersigned natural person of the age of eighteen (18) years or more hereby forms a
non-profit corporation under the laws of the State of North Carolina, as contained in Chapter 55A
of the General Statutes of North Carolina, entitled "Nonprofit Corporation Act", and the several
amendments thereto, and to that end does hereby set forth:
1. The name of the Corporation is Cobblestone Village at Sunset Beach Homeowners'
Association, Inc. (hereinafter referred to as the "Association").
2. The period of duration of the Association shall be perpetual
3. The purposes for which the Association is organized are:
a. To manage, maintain, operate, care for and administer the development
known as Cobblestone Village at Sunset Beach (the "Development") as shall
be described in a Declaration of Covenants, Conditions and Restrictions by
Niblock Development Corp. (the "Declarant"), allorth Carolina Corporation,
which said Declaration shall be recorded in the Office of the Register of
Deeds for Brunswick County, North Carolina (such Declaration, as the same
may be amended from time to time, being hereinafter referred to as the
"Declaration"); to enforce the covenants, restrictions, easements, charges and
liens provided in the Declaration; to fix, levy, assess, collect, enforce and
disburse the charges and assessments created under the Declaration, all in the
manner set forth in and subject to the provisions of the Declaration; and to
exercise all powers and privileges and to perform all duties and obligations
of the Association under the Declaration;
b. To do any and all other lawful things and acts that the Association from time
to time, in its discretion, may deem to be for the benefit of the Development
and the owners and inhabitants thereof or advisable, proper or convenient for
the promotion of the peace, health, comfort, safety and general welfare of the
owners and inhabitants thereof; and
C. To exercise all powers provided in Chapter 55A of the General Statutes of
North Carolina in firtherance of the above -stated purposes.
4. The corporation is not organized for pecuniary gain, nor shall it have any power to
issue certificates of stock or pay dividends, and no part of the net earnings or assets of the
corporation shall be distributed, upon dissolution or otherwise, to any member, director or officer
of the corporation.
Furthermore, in the event of dissolution, the residual assets of the organization will be turned
over to one ormore organizations with similar purposes which are exempt as organizations described
in Section 501(c)(3) of the Internal Revenue Code of 1986.
5. Provisions relating to the members of the Association are:

C200607600627
a. Members of the Association shall be each Lot Owner (as defined in the
Declaration) in the Development and no other person or entity shall be
entitled to membership.
b. The voting rights of each member of the Association shall be appurtenant to
the ownership of a Lot in the Development. There shall be two (2) classes of
Lots with respect to voting rights:
(i) Class A Lots. Class A Lots shall be all Lots in the Development
except Class B Lots. Each Class A Lot shall entitle the Owner of said Lot to
one (1) vote. When more than one person owns an interest (other than a
leasehold or security interest) in any Lot, all such persons shall be members
and the voting rights appurtenant to said Lot shall be exercised as they,
among themselves, determine, but in no event shall more than one (1) vote
be cast with respect to any Class A Lot.
(ii) Class B Lots. Class B Lots shall be all Lots owned by the Declarant
(or any affiliated entity of Declarant). Each Class B Lot shall entitle the
Owner of said Lot to three (3) votes.
C. Notwithstanding Paragraph (b) above, so long as there shall be any Class B
Lot in the Development and unless the Declarant surrenders the rights set
forth in this Paragraph (c) by an express amendment to the Declaration
executed and recorded by Declarant, (i) the Bylaws of the Association may
not be amended without the Declarant's prior written consent, and (ii) the
Declarant shall have the right to appoint or remove any .member or members
of the Board of Directors of the Association or any officer or officers of the
Association.
d. Other provisions applicable to the rights and obligations of the members of
the Association are set forth in the Declaration and in the Bylaws.
b. The address of the principal, and initial registered, office of the Association is 300
McGill Avenue, NW, Concord, Cabarrus County, North Carolina 28025 and the initial registered
agent of the Association at such address is William T. Niblock.
7. The business and affairs ofthe Association shall be regulated by a Board of Directors
who shall be elected in the manner and for the terms provided in the Bylaws. A member of the Board
of Directors may be removed from office, with or without cause, by the Declarant, as provided in
Section 5(c) hereof, or by members of the Association holding a majority of the votes appurtenant
to the Lots. The number of Directors constituting the initial Board of Directors shall be three (3) and
the names and addresses of the persons who are to serve as the initial directors are:
Name
Franklin C. Niblock, III
William T. Niblock
Marc C. Niblock
Address
300 McGill Avenue, NW
Concord, NC 28027
300 McGill Avenue, NW
Concord, NC 28027
300 McGill Avenue, NW
Concord, NC 28027

C200607600627
8. The incorporator of the Association is Mary Elizabeth Stewart, and her address is 33
Church Street, SE., Concord, Cabarrus County, North Carolina 28025.
IN TESTIMONY WHEREOF, the undersigned has set her hand and affixed her seal, this
15th day of March, 2006.
{SEAL)
Mary Elizab&h Stew rt, ncorporator
STATE OF NORTH CAROLINA
CABARRUS COUNTY
11
_ ar uSA0.k lr. 11 _ er- , Notary Public in and for said County and
State do hereby rtify that Mary Elizabeth Stewart personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and notarial seal, this theti day of {`tr Ch 2006.
My Commission Expires- I - all-o1lW9

North Carolina Secretary of State Search Results
Page 1 of 2
• File an Annual Report/Amend' an Annual Report • Upload a PDF Filing - Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print an Amended a Annual Report form • Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Gibraltar Residential I LLC
Information
Sosid: 1340571
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 10/1/2013
Fiscal Month: December
State of Incorporation:
DE
Registered Agent: CT Corporation System
Addresses
Reg Office Reg Mailing Mailing
160 Mine Lake Ct Ste 200 160 Mine Lake Ct Ste 200 250 Gibraltar Rd
Raleigh, NC 27615-6417 Raleigh, NC 27615-6417 Horsham, PA 19044-2323
Principal Office
250 Gibraltar Rd
Horsham, PA 19044-2323
JO�l 2 2 2st
Company Officials
P Y
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
https://www.sosnc.gov/online_services/search/Business_Registration Results 6/22/2018

North Carolina Secretary of State Search Results
Page 2 of 2
Manager
Roger A Brush
250 Gibraltar Road
Horsham PA 19044
President
Roger A Brush
250 Gibraltar Road
Horsham PA 19044
Senior Vice President
Martin P Connor
250 Gibraltar Road
Horsham . PA 19044
Senior Vice President
Michael L LaPat
250 Gibraltar Road
Horsham PA 19044
Assistant Secretary
Kevin J McMaster
250 Gibraltar Road
Horsham PA 19044
Vice President
Jeffrey Calcagni
250 Gibraltar Road
Horsham PA 19044
Manager
Martin P Connor
250 Gibraltar Road
Horsham PA 19044
Treasurer
Michael L LaPat
250 Gibraltar Road
Horsham PA 19044
Vice President
Mark J Warshauer
250 Gibraltar Rd
Horsham PA 19044
Secretary
Jeffrey Calcagni
250 Gibraltar Road
Horsham PA 19044
Senior Vice President
Joseph R DeSanto
250 Gibraltar Road
Horsham PA 19044
Manager
Michael L LaPat
250 Gibraltar Road
Horsham PA 19044
Vice President
Ann Difiore
250 Gibraltar Road
Horsham PA 19044
Senior Vice President
John K McDonald
250 Gibraltar Road
Horsham PA 19044
https://www.sosnc.gov/online—services/search/Business_Re�istration Results 6/22/2018

("4 LIMITED LIABILITY COMPANY ANNUAL REPORT
:orzo:�
NAME OF LIMITED LIABILITY COMPANY: Gibraltar Residential I LLC
SECRETARY OF STATE ID NUMBER: 1340571 STATE OF FORMATION: DE
REPORT FOR THE CALENDAR YEAR: gni p
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
160 Mine Lake Ct Ste 200
Filing Office Use Only i
E - Filed Annual Report
1340571
CA201810706590
4/17/2018 04:56
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County Raleigh, NC 27615-6417
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Raal Fctata Trancar^tinnc
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] .3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
250 Gibraltar Rd 250 Gibraltar Rd
Horsham, PA 19044-2323 Montgomery County Horsham, PA 19044-2323
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Roger A Brush
TITLE: Manager
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
NAME: Martin P Connor
TITLE: Manager
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
NAME: Michael L LaPat
TITLE: Manager
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Jeffrey Calcagni 4/17/2018
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Jeffrey Calcagni Secretary
Print or Type Name of Company Official Print or Type Title of Company Official
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Mark J Warshauer
TITLE: Vice President
ADDRESS:
250 Gibraltar Rd
Horsham, PA 19044
NAME: John K McDonald
TITLE: Senior Vice President
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
NAME: Michael L LaPat
TITLE: Treasurer
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
NAME: Roger A Brush NAME: Martin P Connor
TITLE: President TITLE: Senior Vice President
ADDRESS: ADDRESS:
250 Gibraltar Road 250 Gibraltar Road
Horsham, PA 19044
Horsham, PA 19044
NAME: Joseph R DeSanto NAME: Michael L LaPat
TITLE: Senior Vice President TITLE: Senior Vice President
ADDRESS: ADDRESS:
250 Gibraltar Road 250 Gibraltar Road
Horsham, PA 19044
NAME: Ann Difiore
TITLE: Vice President
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
Horsham, PA 19044
NAME: Jeffrey Calcagni
TITLE: Vice President
ADDRESS:
250 Gibraltar Road
Horsham, PA 19044
NAME: Jeffrey Calcagni NAME: Kevin J McMaster NAME:
TITLE: Secretary TITLE: Assistant Secretary TITLE:
ADDRESS: ADDRESS: ADDRESS:
250 Gibraltar Road 250 Gibraltar Road
Horsham, PA 19044 Horsham, PA 19044
NAME:
NAME:
Name:
TITLE:
TITLE:
TITLE:
ADDRESS:
ADDRESS:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:

DRAWN BY AND FILE TO:
Law Offices of Robert M. Critz, P.A.
P.O. Box 745
Concord, NC 28026-0745
File No. 23275-C and 22627-C
13xiulswick County --Register of Deeds
J. Robinson
Inst #327357 Book 2378Page 154
04/26/2006 02:53_20pm Rec# a(09(093
RET RObeA iN. Cr;kZ. _
TOTAL i l3 REV TC#. J-7—
,14 REC# CKAMT113 CKQ--Ve1
CASH REF-BY_.NYk._
THIS DOCUMENT REGULATES OR PROHIBITS THE DISPLAY OF THE FLAG OF
THE UNITED STATES OF AMERICA AND STATE OF NORTH CAROLINA AS
PROVIDED BY N.C.G.S. SECTION 47F-3-121(1)
THIS DOCUMENT REGULATES OR PROHIBITS THE DISPLAY OF POLITICAL
SIGNS AS PROVIDED BY N.C.G.S. SECTION 47F-3-121(2)
DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS FOR
COBBLESTONE AT SUNSET BEACH
This Declaration of Covenants, Conditions and Restrictions is made effective this 181h day of
April, 2006, by Niblock Development Corp., a North Carolina Corporation referred to in this instrument
as "Declarant."
STATEMENT OF PURPOSE
Declarant is the owner of that certain parcel of land which is known as Cobblestone at Sunset
Beach located in Brunswick County, North Carolina, which is more particularly described as follows (the
"Submitted Property") :
Lying and being in the Town of Sunset Beach, Shallotte Township, Brunswick
County, North Carolina, and being all that property shown on the map of
COBBLESTONE AT SUNSET BEACH, a map of said property being on file in the
Office of the Register of Deeds for Brunswick County, North Carolina, in Map Book 34,
Pages 148 and 149 specific reference thereto being hereby made for a more complete
description thereof by metes and bounds.
Page 1

Inst # 321357 Book 2378Page: 187
Property Owners Association, Inc., as provided under Article VII, Section 8 of the Amended
Consolidated Master Declaration and Development Plan for Sea Trail Plantation, recorded in Book 793 at
Pages 82-139 of the Brunswick County Registry.
Section 14. North Carolina Stormwater Mana¢ement Permit. Declarant has been issued
North Carolina State Stormwater Permit Number SW8920725 for the Property. The State Stormwater
Management Program was established under the authority of the North Carolina Environmental
Management Commission (EMC) and North Carolina General Statute 143-214.7. The State Stormwater
Management Program, codified in 15A NCAC 21-1.1000, requires developments to protect sensitive
waters by maintaining a low density of impervious surfaces, maintain vegetative buffers, and transporting
runoff through vegetative conveyances.
IN WITNESS WHEREOF the undersigned has caused this Declaration to be executed effective
the day and year first above written.
NIBLOCK DEVELOPMENT CORP.,
a North Carolina Corporation
By:
William T. Niblock, Vice President
NORTH CAROLINA
COUNTY OF CABARRUS
I, Esther X. Proijse , a notary public of the County of Rowan and State
aforesaid, certify that William T. Niblock personally came before me this day and acknowledged that he
is Vice President of Niblock Development Corp., a North Carolina Corporation, and that he as Vice
President, being authorized to do so, executed the foregoing on behalf of the corporation.
Witness my hand and notarial seal, this re 24th day of April, 2006.
ZjibAH�71;�
Notary Public
My Commission Expires: 9/29/2009
L USE
' WJTARY PUBLIC
ROWAN
My r:awnfie: Fxu`
Page 34

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B2452 P121105-55:55 a6
111110111111111111HIIII1111111111111 Robert J. Robinson
Brunswick County, NC Register of Deeds page 1 of 5
Robert J. Robinson Register of Deeds
08-16-2096 15:55:38.006 Brunswick County, NC
NC REVENUE STAMP: $150.00 (#9409)
NORTH CAROLINA GENERAL WARRANTY DEED il-.�o
Excise Tax: $ 150.00
Parcel Identifier No. Verified by County on the _ day of , 20_
Mail/Box to: Susan M. Satumo, Attorney, 6934 Beach Drive SW Ste 5 Ocean Isle Beach NC 28469
This instrument was prepared by: Susan M. Saturn, Attorney, 6934 Beach Drive, SW, Ste 5, Ocean Isle Beach NC 28469
Brief description for the Index: LT 28, COBBLESTONE VILLAGE A SUNSET BEACH
THIS DEED made this 15th day of August 20_6 by and between
IMAIIZ a Ca) C
Niblock Development Corp.
300 McGill Ave, NW
Concord, NC 28027
GRANTEE
Gary T. Embler and wife,
Kelli G. Embler
7602 Windsor Forest Place
Harrisburg, NC 28075
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 by the Grantee, the receipt ofwhich 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 ofland situated
in the City of Sunset Beach Shailotte Township, Brunswick County, North Carolina and
more particularly described as follows:
See Attached
The property heremabove described was acquired by Grantor by instrument recorded in Book page
A map showing the above described property is recorded in Plat Book page
NC Bar Association Form No. L-3 ® 1976, Revised ®1977, 2002
Printed by Agreement with the NC Bar Association —1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

IIIIIIII 1111111111 IIII111111111111111 B2452 P12Robinson 380006
Brunswick County, NC Register of Deeds page 2 of 5
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances d=eto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Crr intee, that Grantor is seized ofthe 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, other than the following exceptions:
IN W [TNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
Niblock Development Corp. (SEAL)
(Entity Name)
By: (I 1. Z (SEAL)
Title: President A91- f`� —
Title: (SEAL)
Title:
(SEAL)
State of North Carolina - County of
I, the undersigned Notary Public of the County and State aforesaid, certify that
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
stamp or seal ibis day of 20 ,
My Commission Expires:
Notary Public
State of N Carolina - County of Brunswick
I, undersignedNotary Pubiicofthe and St ate aforesaid, certify that
personally before this day and acknowledged t _he is the Pr "dent of
Niblock Develo m tcorp. asth Carolina or
tion/lunitod liabrlitycoy/ ppartnership (stripe the itiapplicahle), and
that by authority van and as the act of such entity, he s' dA�f—go-ginstruucd in its n itsbehalfasitsactand
deed. Witness my and Notarial stamp or seal, this 15d, da August 0
My
State of North Carolina - County of
i, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this day of , 20_
My Commission Expires:
Notary Public
The foregoing cert&cate(s) of
is/are certified to be correct. This instrument and this certificate are duly registered at the date and time and in tbeBookand Page shown
on the fast page hereof.
Register of Deeds for County
Deputy/Assistant - Register of Deeds
NC Bar Association Form No. L-3 01976, Revised ® 1977, 2002
Printed by Agreement with the NC Bar Association —1981 SofiPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609

Illllllllllllllllflliilllllllllllllll B2452 P1219 °s55:3B.008
Brunswick County, NC Register of Deeds page 3 of B
STATE OF NORTH CAROLINA
l COUNTY OF aj:d )(M-s
I, KU -bEaa.yra-e/ a Notary Public of the County and
State aforesaid,- that 1 LSa F. oon 11 _ either being personally
known to me or proven by satisfactory evidence, personally came before me this day and
acknowledged that s/he is the Rss+-. vice QC<L;6en+ of NIBLOCK } C�rP
DEVELOPMENT CORP., (title of officer) of (���f�(,j'_ j�o;�i.i. ,pry (name of
corporation)a North Carolina Corporation, Ike-�"f
Witness my hand and Notarial stamp or seal, this I u }h day of AUGUST, 2006.
®tAAr?"
KQn� 6 . �tw-(-
Notafy Public
My Commission Expires: a D i

II I I I II I I I II1I II I i III l I lI lI11 1 1 111111 RB2452obes F12 o m son 3e 00E
Brunswick County, NC Register of Deeds page 4 of 5
ATTACHMENT tt/i
BEING all of Lot 28 of Cobblestone Village At Sunset Beach as described and delineated on that plat of survey
entitled, "Subdivision Map of Cobblestone Village At Sunset Beach", dated November 30, 2005, prepared by Norris &
Ward, Land Surveyors, P.A., and recorded in Book 34 at Pages 148-149 of the Brunswick County Registry and being
incorporated herein by reference for a more full and complete description.
Together with all rights, title and interest in easements No. 1 & 2. conveyed to Grantors by Sea Trail Corporation
described in Deed of Easement recorded in Book 831, Pages 808-826 of the Brunswick County Registry.
SUBJECT TO that Declaration of Covenants, Conditions and Restrictions ps shown in Book 2378, Page 164, the
Brunswick Registry and being incorporated }erein by referencey,,A`f
D-0 14f w.en l t 0 r/t �01` a (-,-tag Q re f h .
For back reference see Map Book 32 at Page 227 of the Brunswick egistry of Deeds and being incorporated herein
by reference.
EMBLER
130 Bellwood Circle, Sunset Beach, NC 28468

IIIIIIII II III IIIII Till I IIIII II II II III RB2452ober 3. Rob16.55 on �eam6
Brunswick County, NC Register of Deeds page 5 of 5
DR D RESTI TIO. AN��R9TECTIVE COVENTANT9
For
CO$ELESTONt VILLAGE
LOTS MR1
1. The following covenants are intended to ea%m origoiag compliance with State 9torrawater
Matnagement Pea it Nunnbar �i/� '' 0121L as issued by tho Divisi*a of Water Quality under
BOAC 2H.1000,
2. The State of lNorEh CA-clina is made a bonefieiaty of these covenants to the each: noccastuy to
maintain compliance with the stvrnawetcr rnanagaTmrit permit
3. These covenants owe to run with the land and be biud rs on all person and par5at claiming under
thorn.
d, Ahe covratants pertaining to storinwater may not be allered or rewi-,4ed without. the express
writien cansmt of dim State ofNorti: Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the apptavad plan may not tako place without the
ooncwiona of the Division of Water Quality.
b. The maximum allowable built -upon area per lot is 2,700 square feet for Lots 7, 13, and.
30; 3024 squen feet for Lots 3. 4, [1, 12, 28, and 57; 2908 square feet for Lots 1., 2, 5, 6,
Lots 8-10, Lots 14-27, atttl Lots 29-56. This allotted anxymt includes any built -upon area
constructed within the lot property boundaries, and that portion of ihm right-of-way between tbe.
front lot lime and the edge of the pavement Aunt upon area iuciudes, but is not lianited to,
structuros, asphalt coreme, gravel, brick, stone,, slate, and coquina built does not include raised,
open wood decking, or the water swf ice of swittiming pools.
7. Pilling in or piping of any vegetative conveyances (ditches, swedes, etc.) associated with the
development except for average driveway crossi.MA is strictly prohibited by any parsons,
8. Each lot will iaintain a 30' wide vegetated buffm between all imperwiow areas and surface
waters.
9. A1lroof gains shall terminate at ]matt 30' from the Mea High Water mark of =face waters
RECORD OF POOR QUALITY
DUE IO CANDJUON OF ORIGINAL

�kFA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Stormwater Section
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvada, III, Secretary
January 14, 2014
Stephen Mansfield, Director of Asset Development
Gibraltar Residential I, LLC
250 Gibraltar Road
Horsham, PA 19044
Subject: Stormwater Permit No. SW8 920725
Name/Ownership Change
Cobblestone Village
Low Density Subdivision Project
Brunswick County
Dear Mr. Mansfield:
On October 18, 2013, Gibraltar Residential I, LLC submitted an application to transfer the
ownership of the permit. A file review and site inspection was performed by DEMLR and as
noted in the enclosed inspection report, the site is currently in compliance with the terms and
conditions of the current state stormwater permit. The Division is hereby notifying you that
permit SW8 920725 has been transfered on January 14, 2014, and shall be effective until
rescinded. For your records, please find enclosed a copy of the updated page 2 of the
previously issued permit), a copy of the inspection report, and a copy of the Name/Ownership
Change form submitted on October 18, 2013. Please attach this cover letter and updated page
2 to your Low Density Permit originally issued on October 21, 1992 and as modified thereafter.
This permit is subject to the conditions and limitations as specified in the originally issued
permit. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, procedures for
changes of ownership, transferring the permit, and renewing the permit. Failure to establish an
adequate system for operation and maintenance of the stormwater management system, to
record deed restrictions, to transfer the permit, or to renew the permit, will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please
contact Chris Baker with the Division of Energy, Mineral, and Land Resources in the Wilmington
Regional Office at [phone].
;Sin erely,
ve �
�T T.eracy vis, P. E., Director
Division of Energy, Mineral, and Land Resources
GDS/csb: G:1WQ1SharedlStormwater1Permits & Projects \1992\920725 LD12014 01 permit 920725
cc: William Niblock, President, Niblock Development Corporation
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] I Fax: [phone]

n
State Stormwater Management
Permit # SW8 920725
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Gibraltar Residential 1, LLC
CobblestoneVillage
Rice Mill Circle, Sea Trail, Sunset Beach, Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules' and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral, and Land Resources and considered a part of this
permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. The overall tract built -upon area percentage for the project must be maintained at
30% per the requirements of Section .1005 of the stormwater rules.
2. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
3. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. All roof drains must terminate at least 30' from the mean high water mark.
6. Each of the 56 lots is limited to that maximum amount of built -upon -area as
described in Section 11.12 of this permit.
II. SCHEDULE OF COMPLIANCE
Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STATE S T ORBIWATErN PERMIT NAME/OWNENSI1II-1 G111AN01 FOHM
I. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit
2. Project Name:►
ber:�ti1 �= Z
3. Current Permit Holder's Company Name/Organization: fkt-. It AWS j f Owv-\. - F �� fir;, kvtL,(4,tA_
4. Signing Official's Name: i�A tf Title:
5. Mailing Address:. �_ Cf., IM Au<_
City: CXV%-<A ) State. ^
��. zip b �: �-
6. Phone: (' v'() - � j Fax: ` f✓ij )} li - 1K
II. PROPOSED PERMIT T EE / OWNER I PROJECT / ADDRESS INFORMATION
This request is for: (please check all that apply)
❑ Name change of the owner (Please complete Items 1, 2 and 3 below)
❑ Name change of project (Please complete item 5 below)
j Change in ownership of the property/company (Please complete Items 1; 2, 3, and 4 below)
❑ Mailing address / phone number change. (Please complete Item 4 below)
❑ Other (please explain):
1. Proposed permittee's company name/organization:�hr�:,,�IW �,tia�.w��.•k i PLC.
2. Proposed permittee's signing official's name:
3. Proposed permittee's title:
4. Mailing Address: —,I S-0 bur Z, t
City: ' , E' u,t State: zip: �1
Phone: !� 9 .!v;s - 'a) 0 s (A-- Fax: (fir <-) 'Ci
5. New Project Name to be placed on permit: _ C g,n ", �CVLc V
Please check the appropriate box. The proposed permittee listed above is:
❑ HOA or POA (Attach documentation showing that the HOA or POA owns, controls, or has a
recorded easement for all areas that contain stormwater system features. Print name of HOA or
POA in #1 above and provide name of HOA/POA's authorized representative in #2 above)
,( The property owner
j] Lessee (Attach a copy of the lease agreement and complete Property Owner Information on
page 4)
❑ Purchaser (Attach a copy of the pending sales agreement. Final approval of this transfer will be
granted upon receipt of a copy of the recorded deed)
❑ Developer (Complete Property Owner Information on page 4)
EGOV,
SSW N/O Change Rev248ept2012 Page 1 of 4 OCT 18 200
gY:

Ill. 1AL-QUIREU ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer.
1. This completed and signed form. This certification must be completed and signed by both the
current permit holder and the new applicant if this is a change of ownership
2. Legal documentation of the property transfer to a new owner.
3. A copy of any recorded deed restrictions, covenants, or easements, if required by the permit.
4. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
5. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the authority of the named
representative to act on behalf of the proposed permittee.
6. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
IV. CURRENT PERMITTEE'S CEFUIFICATION
Please check one of the following statements and fill out the certification below that statement.El •
Check here if the current permittee is only changing his/her/ifs name, the project name, or mailing
address, but will retain the permit. 1, , the current
permittee, hereby notify the DWQ that I am changing my name and/or I am changing my mailing
address and/or I anti changing the name of the permitted project. I further attest that this application
for a name/ownership change is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed or if all required supporting information
and attachments listed above are not included, this application package will be returned as
incomplete.
rK Check here if current permittee is transferring the property to a new owner and will not retain
�
ownersh' of th ermi
41 the current permittee, am submitting this application
for a transfer of ownership for permit # w . C:}Z.� 1 hereby notify DWQ of the sale or
other legal transfer of the stormwater system associated with this permit. I have provided a copy of
the most recent permit, the designer's certification for each RMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the most recent DWQ
stormwater inspection report to the proposed permittee named in Sections 11 and V of this form. I
further attest that this application for a name/ownership change is accurate and complete to the best
of my knowledge. I understand that if all required parts of this application are not completed or if all
required supporting information and attachments listed above are not included, this application
package will be returned as incomplete. I assign all rights and obligations as permittee to the
proposed permittee named in Sections II and V of this form. I understand that this transfer of
ownership cannot be approved by the DWQ unless and until the facility is in compliance with the
permit.
Signature�A � Date: �" 115 // 2
01,n
, a Notary Public for the State of
County of S , do hereby certify that
T. 1 cry personally appeared before me thiG thA
I3 day of _ 5-�- , 20 13 , and acknowledge
ing instru gnt Witness my hand and official seal,
ignature�
SSW N/n Change Rev24Sept2012 e 2 of 4
ae
a MY C
3 COMMISSION EXPIRES
4r112017 2
WRVS CC_.Is
of the

V. lP1 tC> 1_' ()) ; - b (his sectionmust be cor;►pleted. by ihe
Proposed Ponnittec-; for all transfers of ownership)
I�_ _ S_ , hereby notify the DWO that I have acquired
throu h sale, ase or le al transfer, the responsibility
g g for operating and maintaining the permitted
stormwater management system, and, if applicable, constructing the permitted system.
acknowledge and attest that I have received a copy of: (check all that apply to this permit)
the most recent permit
the designer's certification for each BMP
❑ any recorded deed restrictions, covenants, or easements
® the DWQ approved plans and/or approved as -built plans
❑ the approved operation and maintenance agreement
®past maintenance records from the previous permittee (where required)
DWQ stormwater inspection report showing compliance within 90 days prior to this transfer
I have reviewed the permit, approved plans and other documents listed above, and I will comply with
the terms and conditions of the permit and approved plans. I acknowledge and agree that I will
operate and maintain the system pursuant to the requirements listed in the permit and in the
operation and maintenance agreement. I further attest that this application for a name/ownership
change is accurate and complete to the best of my knowledge. I understand that if all required parts
of this application are not completed or if all required supporting information and attachments listed
above are not included,_>514lication package will be returned as incomplete.
Signature: -- �3T� ,= Date: 57-S>,.t
a Notary Public for the State of
County of 1\ALV 1 S MC A , do hereby certify that
N 4u(tY\S"t� \ 0. personally appeared ffefore me this the
day of &ACM�R'f , 20-LZ , and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal,
i , L. P D,
/ }��`' `
Notary i U COMMONWEALTAPP�is� A ANW
NOTARIAL SEAL
HEATHER L. DIXON, Notary Public
Horsham Twrp., Montgomery County
My Commission Expires April 15, 2016
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and processing fee if required), should be
sent to the appropriate Regional Office of the North Carolina Department of if
and Natural
Resources, Division of Water Quality, as shown on the attached map.
Please note that if the Proposed Permittee listed above is not the property owner, the property owner
must complete and sign page 4 of this document. both the lessee / developer and the property
owner will appear on the permit as permittees.
Ee ovc- `
x
SSW N/O Change Rev24Sept2012 Page 3 of 4 OCT 18 2013
RY:

Brenda M. Clemmons Register of Deeds
01-31-2013 11:16:17.000 Brunswick County, NC
NC REVENUE STAMP: $864.00 (tt333541)
11111111111 ljjjlj 11111 Ijil 1111111 Jill 1renda3365 PM.02ClPROP
08 m8111 orons:17.000
Brunswick County, NC Register of Deeds page 1 of 4
La.l1'l�i;�t:
To _ F ev lrt.
Refund: _ C a h Finance
❑ Portions of d.Cun*-74 i -+e c°je �i Ctl:Aon
of original.
M Document contains oe�k- : r,Fud by urLd r, A
instrument that rannc I� reproduced or c?� W.
Prepared by and return to: Brian T. Pearce, PO Box 3463, Greensboro, NC 27402
This instrument prepared by: Alan M. Solana, a licensed North Carolina
attorney. Delinquent taxes, if any, to be paid by the closing attorney to
the county tax collector upon disbursement of closing proceeds.
NORTH CAROLINA
SUBSTITUTE TRUSTEE'S DEED
Brunswick County
Stamps: $ 26q. 00
Tax Parcel Nos. See attached Exhibit "A"
THIS DEED, made this 30th day of-Januaiy, 2013 by and between Alan M. Solaiia,
Substitute Trustee, of New Hanover County, North Carolina, hereafter called Grantor, and
Gibraltar Residential I LLC, a Delaware limited liability company, hereafter called Grantee,
whose address is 250 Gibraltar Road, Iorsham, PA, 19044.
WITNESSETH:
WHEREAS, Niblock Development Corp. executed a Deed of Trust (the "Deed of
Trust") to BB&T Collateral Service Corporation, as Trustee, dated April 18, 2006, as recorded in
Book 2381, Page 348, in the Brunswick County Registry to secure the payment of the
indebtedness therein set out; and
WHE,:EAS, Beneficiary is the current holder of the Promissory Notes secured by the
Deed of Trust (the "Notes") and is the Beneficiary of the Deed of Trust via the Assignment of
Security Instruments recorded in Book 3202, Page 11 of the Brunswick County Registry; and
WHEREAS, Grantor was substituted as Trustee by instrument recorded in Book 3287,
Page 899, Brunswick County Registry.
WHEREAS, default having occurred in the payment of the indebtedness secured by the
said Deed of Trust, the holder of the Notes thereby secured, as provided in the said Notes,
declared the entire sum due and payable by reason of such default, and demanded of the Trustee
the foreclosure of the Deed of Trust and the sale of the property described therein for the purpose
of satisfying the said indebtedness; and
E%✓LJVE
OCT 18 2013
FIY:
NPCOL 1:3179075.1

1-31
llllll l I! I! IIII it II 111 IIII iil II I II III BB3365rendaPaz l mmons 17'PROP
Brunswick County, NC Register of Deeds page 2 of 4
WHEREAS, the Grantor brought a special proceeding before the Clerk of Superior
Court of Brunswick County for the purpose of seeking authority to foreclose under the ternl-¢ of
the said Deed of Trust, pursuant to which the Clerk of Superior Court of the said county issued
an Order authorizing the Trustee to proceed with the foreclosure sale (see file number 12 SP 731
in the Office of the Clerk); and
WHEREAS, the Grantor, under and by virtue of the power of sale and authority vested
in him by the Deed of Trust and according to the terms and stipulations of the Deed of Trust,
after due and legal advertisement as required by law and the terms of the Deed of Trust, offered
the land conveyed in the said Deed of Trust for sale at public auction for cash on January 4, 2013
at the Brunswick County Courthouse, when and where Gibraltar BB2 LLC became the last and
highest bidder for the sum of $432,000.00; and
WHEREAS, the Grantor duly reported the sale of the property described in the Deed of
Trust to the Clerk of Superior Court of the said county as required by law, and the said sale
remained open for more thini ten (10) days, and no advance bid has been made, and no objection
offered to the said sale; and
WHEREAS, Gibraltar BB2 LLC has assigned its bid to the Grantee; and
WHEREAS, the Grantee has complied with the terms of the said sale by paying the
purchase price to the Grantor -in the form of a credit against -the outstanding balance of the.
indebtedness owing upon the Notes secured by the Deed of Trust;
NOW, THEREFORE, the Grantor, in consideration of the premises and the payment of
the purchase price by the Grantee, receipt of which4s hereby acknowledged, and pursuant to the
authority vested in him by the terms of the said Deed of Trust, does hereby bargain, sell, grant
and convey unto the Grantee, its successors and assigns, all of that real property being in
Shallotte Township, Brunswick County, North Carolina, and being more particularly described
as follows:
BEING ALL OF Lots 2, 3, 6, 7, 8, 10, 11, 12, 13, 15, 18, 19, 22, 23, 24, 25, 26,
27, 32, 33, 37, 46, 47, 49 and 50 of COBBLESTONE VILLAGE AT SUNSET
BEACH as described and delineated on that plat of survey entitled "Subdivision
Map of Cobblestone Village at Sunset Beach dated November 30, 2005 prepared
by Norris & Ward Land Surveyors, P.A." and recorded in Map Book 34 at Pages
148-149 of the Brunswick County Registry, and being incorporated herein by
reference more a more full and complete description.
TOGETHER WITH all rights, title and interest in Easements No. 1 & 2 conveyed
to Grantors by Sea Trail Corporation described in Deed of Easement recorded in
Book 831, Pages 808-826 of the Brunswick County Registry.
For back reference see Map Book 32 at Page 227 of the Brunswick County
Registry of Deeds and being incorporated herein by reference.
NPCOLI :3179075.1

II I III I II i! II li I I I I II i i I I i III II I III B�3s� M. z1� mmons6^171PROP
Brunswick County, NC Register of Deeds page a of 4
This conveyance is made subject to ad valorem taxes, prior encumbrances, assessments,
unpaid water rents, easements, restrictions and lights of way of record, if any.
The propel Ity conveyed herein is sold "AS IS, WHERE IS." Neither the Trustee, nor the
officers, directors, attorneys, employees, agents or authorized representatives of the Trustee
make any representation or warranty relating to the title or any physical, environmental, health or
safety conditions existing in, on, at or relating to the property being offered for sale, and any and
all responsibilities or liabilities arising out of or in any way relating to any such condition
expressly are disclaimed.
TO HAVE AND TO HOLD the said land and premises, together with all privileges and
appurtenances thereinto belonging to the Grantee, its heirs, and or successors and assigns, in as
Rill and ample a manner as the Grantor, as Trustee, is authorized and empowered to convey the
same.
When reference is made to the Grantor or Grantee, the singular shall' include the plural,
and the masculine shall include the feminine or the neuter.
IN TESTIMONY WHEREOF, the Grantor, as Trustee, has hereunto set his hand and
seal the day arid year first above written.
(SEAL)
Al olana
Substitute Trustee
NORTH CAROLINA
BRUNSWICK COUNTY
I, the undersigned Notary Public of said County and State, do hereby certify that Alan M.
Solana, Substitute Trustee, personally appeared before me this day and acknowledged his
execution of the foregoing Substitute Trustee's Deed.
Witness my hand and official seal, this 30th day of January, 2013.
4
M commission expires: otary Public
Printed Name
,4rH I 0N�rC'G�f�i
�S0
s
Notary Public
Brunswick County —
Q-
0I It
�z
NPC01.1:3174075.1

IIIIIIIIIIIIJ III I I I I II 111 I Jill 1111111 jgt�2110,1!16.17.000m1-31
ons. Z°'PROP
Brunswick County, NC Regaster of Deeds page 4 of 4
Exhibit "A"
Tax Parcel Nos:
242PDO03 242PD050
242PDO07 242PDO02
242PDO08
242PDO10
242PD011
242PDO12
242PDO13
242PDO15
242PDO18
242PDO19
242PDO22
242PDO23
242PDO24
242PDO25
242PDO26
242PDO27
242PDO32
242PDO33
242PDO31
242PDO46
242PDO47
242PDO49

ACTION BY WRITTEN CONSENT OF
THE BOARD OF MANAGERS OF
GIBRALTAR RESIDENTIAL I LLC
Dated as of March 12, 2013
The undersigned, being all of the members of the Board of Managers (the `Board) of Gibraltar
Residential I LLC, a Delaware limited liability company (the "Company', do hereby consent to the
following:
WHEREAS, pursuant to the Limited Liability Company Operating Agreement of the Company,
dated April 20, 2012, the Board is authorized to elect the officers of the Company; and
WHEREAS, the Board desires to remove Ann DiFiore and Mark J. Warshauer from their
positions as Vice Presidents of the Company and to elect additional officers of the Company;
NOW, THEREFORE, BE IT RESOLVED, Ann DiFiore and Mark J. Warshauer are hereby
removed from their positions as Vice Presidents of the Company, effective immediately; and
FURTHER RESOLVED, that the individuals set forth below are elected to the offices set forth
beside their names, to serve the Company in such offices until the next annual meeting of the Board and
until their successors are duly elected and qualified:
Ted Schroeder Director & Secretary
Stephen Mansfield Director
Dave Iemolo Director
FURTHER RESOLVED, that this Action by Written Consent may be executed in one or more
counterparts and these resolutions shall become effective when one or more counterparts taken together
bears the signature of all the Managers listed below.
Roger A. Brush
Martin P. Connor
Michae . LaPat

SOSID: 1340571
Date Filed: 10/1/2013 9:25:00 AM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2013 273 00358
Department of the Secretary of State
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LUff= LIABILITY COMPANY
Pursuant to §57C=7-04 of the General Statutes of North Caroline, the undersigned limited lability company hereby applies for a
Certificate of Authority to transact business in the Stets of North Carolina, and for that purpose submits the following:
I. The name ofthe limited liability company is Gibraltar Residential I LLC
and If the limited liability company name is unavailable for use in the State ofNorth Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: Delaware
3. The date of formation was April 19, 2012 • its period of dumdon is: perpetual
4. Mneipal office information: (8ekct either a or &)
a. V1 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 250 Gibraltar Road
City, Stale, Zip Code hbraham. PA 190
County-mon yomary
The malling address, If d(/j'erent front the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
S. The street address and cc" of the registered office in the State of North Carolina Is:
Number and Street 150 Fayetteville Street, Box 1011
City, State, Zip rode Raleigh, NC 27601 Carty Wake
6. The mailing address, ff d j#krent Ji om the sheet address, of the registered office in the State of North Carolina is:
7. Tha name of the registered agent In the State ofNorth Carolina is: C T Corporation System
CORPORATIONS DIVISION P. O. BOX 29622 MEIQH, NC 27626 0622
(RevlaedJanuay2002) (Faro E-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
S. The names, titles;. and usual business addresses of the current managers of the limited liability company are:
(rise artaehmene (fneceaaary)
Roger A Brush
Michael L LaPat
Martin P Connor
250 Gibraltar Rd, Horsham, PA 19044
250 Gibraltar Rd, Horsham, PA 19044
250 Gibraltar Rd, Horsham, PA 19044
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of ftte or official
having custody of limited liability company records In the state or country of fomuadon. The Certificate of &lone most be
less than six Makin old. A ohetocogv of the certiMet m cannot be agode d
10. If the limited liability company is required to use a fictitious name in order to trmm" business In this State, a copy of the
resolution of Its managers adopting the fictitious name is attached.
11. This application will be effective upon f111% unless a delayed date and/or time is specified:
This the 25thday of September , 2013
Gibraltar Residential I LLC
Name of Limped ability Company
Sign" oVManwr
Roger A. Brush, Manager
Tyros or Print Name
Notes:
1. Filing fee Is M. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGK NC 27626-0622
(AnindJannmy 2002)
(Form L-09)

fie_ !aware M@
�zns��
Z, JRrmy N. BUZJIOCS, SRCRETARY OF STATE OF T9E STAIR OF
DRUM B, DO ERREBY CERTIFY "O10MTAR JtCSZDRNTZAB Z ZZc,, IS
DULY FORD D1ITDRR TEE yS or T= STATE OF DEI.AI/ARE AND IS ZN
GOOD STANDZNG AND EAS A yEGAZ RXISTRNCR SO FAR AS TER RECORDS OF
TBZS OFFZCR SHOW, AS OF TER Z9 ="-SEVRNTB DAY OF SRPTRA®RR,
A. D. 2013.
AND Z DOJMMWY FDRTBRR CERTIFY TEAT TER ANNUAL TABRS HAVE
BREN PAID TO DATE,
5142730 8300
131139688
!ou a. wr�yy lhi. c.rt� ltaat. on+sr,.
at cos , d.1.Wrm. ao�l toll
Aur kffm W Bullock Secretary of State
ION: 0773519
DATE: 09-27-13

STATE OF NORTH CAROLINA
Department of Environmental and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
FILE ACCESS RECORD
SECTION
TBEMATE
NAME
REPRESENTING
Guidelines for Access: The staff of Wilmington Regional Office is dedicated to making public records in
our custody readily available to the public for review and copying. We also have the responsibility to the
public to safeguard these records and to cant' out our day-to-day program obligations. Please read
carefully the following guidelines signing the form:
1. Due to the large public demand for file access, we request that you call at least a day in
advance to schedule an appointment to review the .files. Appointments will be scheduled
between 9:00am and 3:00pm. Viewing time ends at 4:45pm. Anyone arriving without an
anointment may view the files to the extent that time and staff supervision is available.
2. You must specify files you want to review by €aeility name. • The comber of files that you
may review at one time will be limited to five.
3. You may make copies of a file when the copier is not in use by the stab and if time permits.
Cost per copy is .05 cents for copies. There will be no fee if the total calculated charge is
leas than $100. Payment may be made by check, money order, or cash at the reception
dew Copies can also be invoiced for your convenience.
4. FILES MUST BE KEPT IN ORDER LOU FOUND THEM. Files may not be taken from
the office. To remove, alter, deface, mutilate, or destroy material in one of these files is a
misdemeanor for which you can be fined up to $500.00. No briefcase& large totes, etc. are
permitted in the file review area.
5. In accordance with General Statue 25-3-512, a $25.00 processing fee will be charged and
collected for checks on which payment has been refused.
FACRA-TY NAhJE COUNTY
1.
2.
3.
tee...
h of FirmBusiness Date Time In Time Out
a business card to this form
COPIES MADE PAID INVOICE
S:Admin.file access

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John E Skvarla III, Secretary
Date: 8/l/2013 No. Pages (excl. cover): 18
To: Thom Kessler From: Cameron Weaver
Co: Gibraltar Capital Phone: [phone]
Fax: [phone] Fax: [phone]
Re: Cobblestone Village, Brunswick County --NC State Stormwater Permit SW8920725
Let me know if you have any issues gathering further information
127 Cardinal Drive Extension, Wilmington, NC 29405 • [phone] • An Equal Opportunity Affirmative Action Employer

T;i
��kiANorth
9`21
Carolina De artmeC���R
p nt of Environment and Natural Resources
Beverly Eaves Perdue
Division of Water Quality
Governor
Coleen H. Sullins
Director Dee Freeman
March 02, 2010
Secretary
Mr. William Niblock, Vice President
Niblock Development Corporation
300 McGill Avenue
Concord, NC 28027
Subject: Stormwater Permit No.
Cobblestone Village
SW8 920725 Modification
Low Density Subdivision Permit
Brunswick County
Dear Mr. Niblock:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Cobblestone Village on March 02, 2010. Staff review of the plans and specifications
has determined that the pr�oject, as proposed, will comply with the Stormwater Regulations set forth
Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 920725 Modifi-- ' in
25, 2010, for the construction of the subject project. ted February
This modification eliminates Lot 6, reduces the impervious rc, ,ib�l
BUA to the remaining lots. This permit shall be effective from Q�` he available
shall be subject to the conditions and limitations as specified a ,�J. sanded and
other agency permit that may be required. r �T�� ede any
If any parts, requirements, or limitations contained in this perm)
to request an adjudicato hearing upon written request within t. ie the right
ry p g
permit. This request must be in the form of a written petition coiJO (� -°"'y receipt of this
Carolina General Statutes, and filed with the Office of AdministraLlve Hear ng`s aP.O 150B of Drawer 27447 North
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have an g
Chris Baker or me att(910) 796-72 natter, please contact either
Sincerely,�<� jar
eorgette colt
Stormwater Supervisor
Division of Water Quality
GDS/csb: S:1WQSISTORMWAJ
cc: Chris Russell, P. E., E
Brunswick County Bui
Wilmington Regional
Central Files
G= 6 j-4-r
C4.�-f �r � . n�
Wilmington Regional otrice
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] l FAX: [phone] Customer Service:1-877-623-6748
Internet: www.ncwaterquality.arg
One
No rthCarolina.

A"
PAI
NGD��
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Division of Water Quality
Governor
Coleen H. Sullins
Director Dee Freeman
March 02, 2010
Secretary
Mr. William Niblock, Vice President
Niblock Development Corporation
300 McGill Avenue
Concord, NC 28027
Subject: Stormwater Permit No.
Cobblestone Village
SW8 920725 Modification
Low Density Subdivision
Permit
Brunswick County
Dear Mr. Niblock:
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application for Cobblestone Village on March 02, 2010. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth
Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 920725 Modification, dated Februa In
25, 2010, for the construction of the subject project. ry
This modification eliminates Lot 6, reduces the impervious road area, and redistributes the available
BUA to the remaining lots. This permit shall be effective from the date of issuance until rescinded a
shall be subject to the conditions and limitations as specified therein, and does not supercede anynd
other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacce table
to request an adjudicatory hearing upon written request within thirty (30) days following r cei tt ofri th s
permit. This request must be in the form of a written petition, conforming to Chapter 150B p
Carolina General Statutes, and filed- with the Office of Administrative Hearings, P.O. Drawer 27447 rth
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
9
If you have any questions, or need additional information concerning this matter, please contact eithe
r
Chris Baker or -me at [phone].
Sincerely,
Georgette Ycotftt
Stormwater Supervisor
Division of Water Quality
GDS/csb: S:IWQSISTORMWATIPERMIT1920725Mod.marl0
cc: Chris Russell, P. E., East Coast Engineering Company
Brunswick County Building Inspections
Wilmington Regional Office Stormwater File
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet www.ncwaterquality.org
N%O' Carolina

State Stormwater Management Systems
Permit No.SW8 920725 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. William Niblock & Niblock Development Corporation
CobblestoneVillage
Rice Mill Circle, Sea Trail, Sunset Beach, Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
The overall tract built -upon area percentage for the project must be maintained at
30% per the requirements of Section .1005 of the stormwater rules.
2. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
3. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
4. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. All roof drains must terminate at least 30' from the mean high water mark.
6. Each of the 56 lots is limited to that maximum amount of built -upon -area as
described in Section 11.12 of this permit.
11. SCHEDULE OF COMPLIANCE
Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
Page 2 of 6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowin.9, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including
the stormwater management system, design concept, built -upon area,
details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No piping shall be allowed except that minimum amount necessary to direct
unoff rbeneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division! of Water
Quality. Both the permittee and the individual property owner are subject to
enforcement action if the BUA limit on any lot is increased or exceeded without
prior approval from the Division.
10. Within 30 days of completion of the project, the permittee must certify in writing
that the proj'ect's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications.
Any deviation from the approved plans must be noted on the Certification.
11. If the permittee sets up an Architectural Review Committee (ARC) or Board
(ARB) to review plans for compliance with the restrictions, the plans reviewed
must include all proposed built -upon area (BUA). Any approvals given by the
ARC or ARB on behalf of the permittee do not relieve the permittee of the
responsibility to maintain compliance with the permitted BUA limit for the project,
and do not relieve the lot owner of the responsibility to maintain compliance with
the lot BUA limit established by this permit and the recorded deed restrictions
and covenants.
Page 3 of 6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
12. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 920725 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered, amended or
rescinded without the express written consent of the State of North
Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon area per lot is as follows:
LOT #
ALLOCATED
IMP. AREA SF
LOT #
ALLOCATED
IMP. AREA SF
LOT #
ALLOCATED IMP.
AREA SF
1
2909.00
20
2909.00
39
2909.00
2
3173.00
21
2920.00
40
2909.00
3
3173.00
22
1 3173.00
41
2909.00
4
3025.00
23
2920.00
42
2909.00
5
2909.00
24
3173.00
43
2909.00
-
NO LOT # 6
25
2920.00
44
2909.00
7
3173.00
26
3173.00
45
2554.00
8
3173.00
27
3173.00
46
3173.00
9
2909.00
28
3024.00
47
2920.00
10
2920.00
29
2909.00
48
2909.00
11
3173.00
30
2700.00
49
3173.00
12
3173.00
31
2909.00
50
2920.00
13
2554.00
32
3173.00
51
2909.00
14
2909.00
33
2920.00
52
2909.00
15
2920.00
34
2909.00
53
2909.00
16
2909.00
35
2909.00
54
2909.00
17
3173.00
36
2909.00
55
2909.00
18
3173.00
37
3173.00
56
2909.00
19
2920.00
38
2909.00
57
3024.00
Lots
Total
166,654
The allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
g. Filling in or pipin of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by any persons.
h. Each lot will maintain a 30'wide vegetated buffer between all impervious
areas and surface waters.
i. All roof drains shall terminate at least 30' from the mean high water mark.
Page 4of6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
13. The permittee shall submit a copy of the.recorded deed restrictions within 30
days of the date of recording.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements. The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may�
subject the Permittee to an enforcement action by the Division of Water QUa i ,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6c.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. At least 30 days prior to a change of
ownership, or a name change of the permittee or of the project, or a mailing
address change, the permittee shall submit a completed and signed
"Name/Ownership Change" form to the Division of Water Quality accompanied
by the documentation listed on the form. The approval of this request will be
considered on its merits, and may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request. Neither the sale of the
project not the conveyance of common area to a third party shall be considered
as an approved permit transfer.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have 1.urisdiction. If
any of those permits result in revisions to the plans, a permit modification must
be submitted.
Page 5of6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
8. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management
system and it's components.
Permit modified and reissued this the 2nd day of March, 2010.
NOR CAROLINA E JJICOMMiSSIGJ
----------_- -`` ------------------
for Coleen . Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 6

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
' S 7 O /10
/, 000.
Applicable Rules: Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters El Universal Stormwater Management Plan
❑ Other WQ M t 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.):
Cobblestone Village
2. Location of Project (street address):
Rice Mill Circle within the Sea Trail Plantation off NC Hwy 179 (Old Georgetown Road) Sunset Beach
City: Sunset Beach County: Brunswick Zip: 28468
3. Directions to project (from nearest major intersection):
Annoximately 1.6 miles west of the intersection of NC904 & NC179 turn right onto Clubhouse Road into
Sea Trail Planatation, continue on Clubhouse and turn left on Rice Mill Circle project on left
4. Latitude: 330 53.84' " N Longitude: 780 30.16' " W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submi++oa esult of a modification to an existing permit, list the existing
PermitXl +{5 ie date (if known) 8 10 05 and the status of
Completed* ❑ Completed* *provide a designer's certification
3.
4.
b. -
?is to an Offsite Stormwater System ❑Other
ult of a previously returned application or a letter from DWQ
ermit application, list the stormwater project number, if
revious name of the project, if different than currently
blanks; information on required state permits can be
r at 1-877-623-6748):
Erosion Control:
Proposed Impacts
ac of Disturbed Area
please provide the Project Name, Project/Permit Number,
ECEIVI M
FEB 2 5 2010
ORIGINAL
Form SWU-101 Version 07Ju1}2009 Page 1 of 6

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
` �s ^ O f
t� D
�dv8 O
Applicable Rules: Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt 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.):
Cobblestone Village
2. Location of Project (street address):
Rice Mill Circle within the Sea Trail Plantation off NC Hwy 179 (Old Georgetown Road) Sunset Beach
City: Sunset Beach County: Brunswick Zip: 28468
3. Directions to project (from nearest major intersection):
Apnoximatgly 1.6 miles west of the intersection of NC904 & NC179 turn right onto Clubhouse Road into
Sea Trail Planatation, continue on Clubhouse and turn left on Rice Mill Circle project on left
4. Latitude: 33° 53.84' " N Longitude: 78' 30.16' " W of the main entrance to the project.
II. 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 number SW8 920725MOD , its issue date (if known)_8/10/05 , and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
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 ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit. Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
RECEIVED
FEB 2 6 2010
BY:- ORIGINAL
Form SWU-101 Version 07Ju1}2009 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:Niblock Development Corporation
' Signing Official & Title�)kay Holmes, Asst. Vice President
b. Contact information for person listed in item 1a above:
Street Address: 300 McGill Avenue
City: Concord State: NC Zip: 28027
Mailing Address (if applicable): SAME
City: State: Zip:
Phone: ( 704 788-4818 Fax:
Email:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
State: Zip;
Mailing Address (if applicable):
City: State: Zip:
Phone:
Email:
Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: J. Christian Russell. PE - East Coast Engineering & Surve3dng PC
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address: PO Box 2469
City: Shallotte State: NC Zip: 28459
Phone: ( 910 ) 754-8029 Fax: ( 910 ) 754-8049
Email: [e-mail]
4. Local jurisdiction for building permits: Town of Sunset Beach, North Carolina
Point of Contact: leff Curtis Phone #: (910 ) 579-6297
Form SWU-101 Version 07Ju1}2009 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 sheet flow from impervious areas. Roadside swales and culverts will be installed
to direct the runoff towards the on -site lake.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
® Other: #SW8Q;L926MOD f r � Date: 8/03/05
207
b.Identify the regulations the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 18.442 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 18.442 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 (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from 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 MHM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 29.563 %
9. How many drainage areas does the project have? 1 (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
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
Calabash
Stream Class *
SA
Stream Index Number *
15-25-13
Total Drainage Area (sf)
803338
On -site Drainage Area (sf)
803338
Off -site Drainage Area (sf)
0
Proposed Impervious Area** s
237491
% Impervious Area** total
29.563
Impervious' Surface Area
Drains a .Area 1
Drainage Area _
Drama a Area _
Drainage Area _
On -site Buildings/Lots (sf)
166654
On -site Streets (sf)
69507
On -site Parking (sf)
0
On -site Sidewalks (sf)
0
-
Other on -site (sf)
1330
Future (so
0
Off -site (sf)
0
Existing BUA*** (sf)
0
Total (sf):
237491
* Stream Class and Index Number can be determined at: http://`h2o.enr.state.nc.uslbimslreportslreportsWB.html
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07July2A09 Page 3 of 6

'Report only that amount of existing B UA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 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 BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://h2o.enr.state.nc.us/su/bmp forms.htm.
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 http://h2o.enr.state.nc.usf su/bmp forms.htm. 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 http:/ /h2o.enr.state.nc.us/su/msi mal2s.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms.htm.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
U
Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/ Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note onthe plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
P77=
Form SWU-101 Version 07July2009 Page 4 of 6

r
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, 1910) 796-7378.)
10. A copy of the most current property deed. Deed book: 2126 Page No:1282
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.
http: / /www.secretary.state.nc.us/ Corporations / CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htt2://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. 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.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: 1. Christian Russell, PE
Consulting Firm: East Coast Engineering & Surveying, PC
Mailing Address: PO Box 2469
City: Shallotte State: NC Zip: 28459
Phone: ( 910 ) 754-8029 Fax: ( 910 ) 754-8049
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1b) _ to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07July2009
FEB 2 5 2W
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. As the 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:
I, a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this _ day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) bkfgy Holmes
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 under 15A NCAH .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Date: -Z 0 v
I, Ibcesa 11,-� ,CS1J , a No Jary Public for the State of 1Vd�'S-ync �,h&-,, County of
do hereby certify thads9lpersonally appeared
before me this�l%day of C310 and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and
#OTARj.
atp
p'tmoc'
SEAL
My commission expires Or
FEB 25WO
ME
Form SWU-101 Version 07July2009 Page 6 of 6

Permit No. -'5-
A-�,?
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resource,.
Division of Water Quality
STORMWATER MANAGEMENT PERMIT AP P LiCA TILON
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in Session Law 2008-211, 15A NCAC 2H. 1000, Session Law 2006-246, and the DWQ BMP Manual.
Curb and gutter systems are allowed provided they meet the requirements in 15A NCAC 2H .1008(g).
I. PROJECT INFORMATION
Project Name : Cobblestone Village
Contact Person: tt kay Holmes Phone Number: ( 704 ) 788-4818
Number of Lots:56 Allowable Built Upon Area (BUA) Per Lot*:See Attachment "A"
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
® Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
**(Phase II Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http://h2o.enr.state.nc.us/su/bmp_forms.htm)
Complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
• Total allowable lot BUA - the computed allowable built upon area for all lots combined.
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non -uniform lots.
Form SW401-Low Density-Rev.4-20090ct20 Page 1 of 4 ORIGINAL

.,
Calculation:
For uniform lot sizes:
(SA: ftz x DF: )BRA: ft2) - (OA: ft2) = BUA per Lot = ft2
(No of Lots: )
For non -uniform lot sizes:
a. (SA: 803338 ft2 x DF:.29563) - (RA: 69507 ft2) - (OA: 1330 ft2) = Total allowable lot BUA = 166654 ft2
b. Total BUA from lot listing: 166654SE b must be:5 a
i FFB 2 6 2010
III. DESIGN INFORMATION
L
Complete the following table. If additional space is needed the information should be provide in
format as Table 1 and attached to this form. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc.nws.noaa.gov/hdsc/Pfds/
Table 1. Swale design information haled on the I fi-vear etorm
Swale No.
Drainage
Area ac
Impervious
Area ac
Grassed
Area (ac)
C
Q
(cfs)
Slope
%)
Vailm
s
Vacmal
(fps)
Flow
Depth ft
1
4.67
1.11
3.56
0.38
12.55
0.70
5
1.98
1.3
2
1.09
0.36
0.73
0.45
3.47
0.50
5
1.27
0.81
3
5.76
1.47
4.29
0.42
16.04
0.70
5
2.11
1.43
4
5.73
0.82
4.91
0.31
12.51
0.70
5
1.98
1.29
5
0.97
0.24
0.73
0.39
2.68
0.50
5
1.19
0.72
6
6.70
1.06
5.64
0.35
15.19
0.50
5
1.83
1.37
7
2.2
0.25
1.95
0.28
4.44
0.50
5
1.35
0.90
8
1.35
0.39
0.96
0.42
3.99
0.50
5
1.31
0.86
9
3.55
0.64
2.91
0.35
8.43
0.80
5
1.89
1.07
10
1.84
0.13
1.71
0.25
3.32
0.50
5
1.25
0.79
11
0.46
0.11
0.35
0.37
1.22
0.50
5
0.97
0.50
12
2.30
0.24
2.06
0.31
4.54
0.50
5
1.35
0.90
13
0.22
0.07
0.15
0.43
0.67
0.50
5
0.83
0.38
14
1.23
0.46
0.77
0.48
4.22
0.50
5
1.33
0.88
15
1.27
0.37
0.90
0.42
3.76
0.50
5
1.29
0.83
16
1.39
0.11
1.28
0.26
2.55
0.50
5
1.17
0.70
17
1.37
0.49
0.88
0.47
4.58
0.50
5
1.36
0.91
18
1.52
0.61
0.91
0.52
5.42
0.50
5
1.42
0.98
19
2.89
1.10
1.79
0.50
10.00
0.50
5
1.65
1.26
20
Form SW401-Low Density-Rev.4-20090ct20 Page 2 of 4

IV. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 211.1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2008-211.
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 that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met,
then iustification must be attached. Only complete items m through o for projects with curb outlets.
Page/Plan
;xjC.t. -. `- --�-�
Initials Sheet No.�
a. t
FE
For projects in the 20 coastal counties: Per NCAC 2H.1005, a oot wide 4g2 ive ffer
is provided adjacent to surface waters. For Redevelopment proje', 'de vegeta 've
b. t
buffer adjacent surface waters is provided.
For HQW ORW 20
or projects outside the coastal counties: A 30 foot wide vegetative buffer
t
is provided adjacent to surface waters.
For Phase II Post built
C.
`
-Construction projects: All upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
d.
Deed restriction language as required on form SW- 101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
_��ff��
JzC Cam' e.
Built upon area calculations are provided for the overall project and all lots.
f.
Project conforms to low density requirements within the ORW AEC. (if applicable per
15A NCAC 211.1007)
_ 2 g.
Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
h.
Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
k. Swale detail and permanent vegetation is specified on the plans.
_ G2_ 1. Swales are located in recorded drainage easements.
_ tntt Length of swale or vegetated area is at least 100 feet for each curb outlet.
C.L n.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
cows draining to the system (delineate drainage area for each swale).
o." Curb outlets direct flow to a swale or vegetated area.
t Projects in the Neuse, Tar -Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
tt Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.4-20090ct20 Page 3 of 4

V. ` SWALE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the ground or "scalped".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3. Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
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.
ckS
Print Name and Title: Ray Holmes
Address: 300 McGill Avenue, Concord, North Carolina 28027
Phone: [phone] A Date: 01//& Zgo/o
Signature:
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. OL n +-� y Public for the State of ( %Y1i (� , County of
T W �ckc— , do hereby certify that
day of 1 " L6. , and acknowledge
Witness my hand and official seal,
NoZyre
9*2zRy
.00
personally appeared before me this
due execution of the forgoing swale maintenance requirements.
FEBc5 2010
My commission expiresQ16a���6 1 3
Form SW401-L ow Density-Rev.4-20090ct20 Page 4 of 4

INFORMATION PERTAINING TO DEED RESTRICTIONS ` �
AND PROTECTIVE COVENANTS
For
Cobblestone Village, 2
Sunset Beach, North Carolina
In accordance with Title 15 NCAC 211.1000 and S.L. 2006-246, the Stormwater Management Regulation ,
restrictions and protective covenants are required for Low Density Residential Subdivisions where lots will be
subdivided and sold. Deed restrictions and protective covenants are necessary to ensure that the development
maintains a "built -upon" area consistent with the applicable regulation governing the density level.
I, Ray Holmes acknowledge and affirm by my signature below, that I will cause the following deed
restrictions and protective covenants to be recorded for Cobblestone Village prior to the sale of
any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater Management
Permit Number SW8 920725MOD_, as issued by the Division of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain
compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent
of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the
Division of Water Quality.
6. The maximum allowable built -upon area per lot is See Attached square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does not include raised,
open wood decking, or the water surface of swimming pools.
7. In the case of a lot within CAMA's regulated AEC, where the Division of Coastal Management calculates a
different maximum allowable built -upon area for that lot than is shown herein, the governing maximum
built -upon area for that lot shall be the most restrictive of the two.
8. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the development
except for average driveway crossings, is strictly prohibited by any persons.
9. Each lot will maintain a 50' wide vegetated buffer between all impervious areas and surface waters.
10. All roof drains shall terminate at least 50' from the mean high water mark of surface waters.
Signature: Date cg/Z& 'Id
I, Sabrina B. Babson , a Notary Public in the County of Brunswick in the State of North Carolina
,do hereby certify that y Ray Holmes personally appeared before me this the 18th day of
February , 2010, and acknowledge the due execution of the foregoing instrumrSE
• d and
official seal, Q
AR),op
0
Commission expires
ORIGINAL

COBBLESTONE VILLAGE IMPERVIOUS ALLOCATION TABLE
AREA (SF)
AREA (ac)
TOTAL PROJECT AREA
803338
18.442
TOTAL IMPERVIOUS AREA (29.563%)
237491
5.452
ROADWAYS & PAD
70837
1.626
TOTAL IMPERV ALLOCATION FOR LOTS
166654
3.826
UNALLOCATED AREA
0.000
SOLD
LOT #
ALLOCATED IMP. AREA
(SF)
LOT #
ALLOCATED IMP.
AREA (SF)
1
29U9.00
30
2700....:
2
3173.00
31
2909.00
3
1 3173.00
32
3173.00
4
3025.00
33
2920.00
5
2909.00
34
2909.00
NO LOT # 6
35
2909.00
7
3173.00
36
2909.00
8
3173.00
37
3173.00
9
2909100
38
2909.00
10
2920.00
39
2909.00
11
3173.00
40
2909.00
12
3173.00
41
2909.00
13
2554.00
42
2909.00
14
2909.00
43
2909.00
15
292 '.00
44
2909,00
16
2909.00
45
2554.00
17
3173.00
46
3173.00
18
3173.00
47
2920.00
19
2920.00
48
2909,I10
20
2909.00
49
3-173.00
21
2920.00
50
2920�.00
22
3173.00
51
2909.00
23
2920.00
52
2909.00
24
3173.00
53
2909.00
25
2920.00
54
2909.00
26
3173.00
55
2909.00
27
3173.00
56
28
3024,00
57
3024.00
29
2909.00
TOTAL IMPERVIOUS ALLOCATION FOR LOTS = 166654.00 SF
FEB 2 2olo

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
March 02, 2010
Mr. William Niblock, Vice President
Niblock Development Corporation
300 McGill Avenue
Concord, NC 28027
Subject: Stormwater Permit No. SW8 920725 Modification
Cobblestone Village
Low Density Subdivision Permit
Brunswick county
Dear Mr. Niblock:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete modified Stormwater Management Permit
Application fior Cobblestone Village on March 02, 2010. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Title 15A NCAC 21-1.1000. We are forwarding Permit No. SW8 920725 Modification, dated February
25, 2010, for the construction of the subject project.
This modification eliminates Lot 6, reduces the impervious road area, and redistributes the available
BUA to the remaining lots. This permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein, and does not supercede any
other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact either
Chris Baker or me at [phone].
Sincerely,
Georgette colt
Stormwater Supervisor
Division of Water Quality
GDS/csb: S:\WQSISTORMWATIPERMIT1920725Mod.mar10
cc: Chris Russell, P. E., East Coast Engineering Company
Brunswick County Building Inspections
Wilmington Regional Office Stormwater File
Central Files
Wilmington Regional Office 1...,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 e. Cclr011ria
Phone: [phone] FAX [phone] Customer Service:1-877-623-6748 `,�,
InternInternet.www.ncwaterquallly.org � atu�allil

State Stormwater Management Systems
Permit No.SW8 920725 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
S T AT E STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. William Niblock & Niblock Development Corporation
Cobblestone Village
Rice Mill Circle, Sea Trail, Sunset Beach, Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. The overall tract built -upon area percentage for the project must be maintained at
30% per the requirements of Section .1005 of the stormwater rules.
2. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
3. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
4. The only runoff conveyance systems.allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
5. All roof drains must terminate at least 30' from the mean high water mark.
6. Each of the 56 lots is limited to that maximum amount of built -upon -area as
described in Section 11.12 of this permit.
11. SCHEDULE OF COMPLIANCE
Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
Page 2of6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at optimum
efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including
the stormwater management system, design concept, built -upon area,
details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the.project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No piping shall be allowed except that minimum amount necessary to direct
runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality. Both the permittee and the individual property owner are subject to
enforcement action if the BUA limit on any lot is increased or exceeded without
prior approval from the Division.
10. Within 30 days of completion of the project, the permittee must certify in writing
that the project's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications.
Any deviation from the approved plans must be noted on the Certification.
11. If the permittee sets up an Architectural Review Committee (ARC) or Board
(ARB) to review plans for compliance with the restrictions, the plans reviewed
must include all proposed built -upon area (BUA). Any approvals given by the
ARC or ARB on behalf of the permittee do not relieve the permittee of the
responsibility to maintain compliance with the permitted BUA limit for the project,
and do not relieve the lot owner of the responsibility to maintain compliance with
the lot BUA limit established by this permit and the recorded deed restrictions
and covenants.
Page 3of6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
12. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must Include, as a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 920725 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are torun with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered, amended or
rescinded without the express written consent of the State of North
Carolina, Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon area per lot is as follows:
LOT #
ALLOCATED
IMP. AREA SF
LOT #
ALLOCATED
IMP. AREA SF
LOT #
ALLOCATED IMP.
AREA SF
1
2909.00
20
2909.00
39
2909.00
2
3173.00
21
2920.00
40
2909.00
3
3173.00
22
3173.00
41
2909.00
4
3025.00
23
2920.00
1 42
2909.00
5
2909.00
24
1 3173.00
43
2909.00
-
NO LOT # 6
25
2920.00
44
2909.00
7
3173.00
26
3173.00
45
2554.00
8
3173.00
27
3173.00
46
3173.00
9
2909.00
28
3024.00
47
2920.00
10
2920.00
29
1 2909.00
48
2909.00
11
3173.00
30
2700.00
49
3173.00
12
3173.00
31
2909.00
50
2920.00
13
2554.00
32
3173.00
51
2909.00
14
2909.00
33
2920.00
52
2909.00
15
2920.00
34
2909.00
53
2909.00
16
2909.00
35
2909.00
.54
2909.00
17
3173.00
36
37
2909.00
3173.00
55
56
57
2909.00
2909.00
3024.00
18
_
3173.00
19
2920.00
1
38
2909.00
Lots
Total
166,654
The allotted amount includes any built -upon area constructed within the lot
property boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area Includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but does
not include raised, open wood decking, or the water surface of swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by anyy persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters.
i. All roof drains shall terminate at least 30' from the mean high water mark.
Page 4 of 6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
13. The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements. The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualittyy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. At least 30 days prior to a change of
ownership, or a name change of the permittee or of the project, or a mailing
address change, the permittee shall submit a completed and signed
"Name/Ownership Change" form to the Division of Water Quality accompanied
by the documentation listed on the form. The approval of this request will be
considered on its merits, and may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request. Neither the sale of the
project not the conveyance of common area to a third party shall be considered
as an approved permit transfer.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have jurisdiction. If
any of those permits result in revisions to the plans, a permit modification must
be submitted.
Page 5 of 6

State Stormwater Management Systems
Permit No.SW8 920725 Modification
8. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management
system and it's components.
Permit modified and reissued this the 2nd day of March, 2010.
NOR.TFkqAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
------------r(Y1-�--------------
or Co een H. ulliS n D rector
.f ,
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 6

P. 01i
TRANSACTION REPORT
MAR-02-2010 TUE 01:55 PM
FOR: NCDENR 910 350 2004
SENI)j
DATE'ART: RECE I VER TX TIME PAGES TYPE NOTE M# DP
iS�
919107, 4804,9
1'29" 7 FAX TX OK
;!1 TOTAL IM 28S PAGES: 7
X.; .3
State of North 'Caroline
Department of Environment and Natural Resound
Wilmiuromn Regional Offift
Beftiv Mwo Perdue, Gavemr FAX COVER SHEET Dee Frmwn, Seereiary
Daze: No. Pages (@xcL cover):
To: From- Jo Comer
co;
Phone: [phone]
Fax: Tax: L910) 350-2004
P
127 Cardinal Drive E&cnsion, Wikalngton, NC 29405 w (910) 79&7215 * An Equal Oppodunity Affirmative Aefinix'EmploW

State of North Caroh na
Department of Environment and Natural Resources
Wilmington Regional Office
Beverly Eaves Perdue, Governor FAX COVER SHEET Dee Freeman, Secretary
Date: __-:?-,-2 _ /O No. Pages (excl. cover):
To: �/1 ma's r; �,J ` 77ds s E/ / From: Jo Casmer
Co: z5;o's V- ef 'qsT �n q -` -'5 a /y Phone: (91l� 796-7336
Fax: 9!D - '7S Fax: [phone]
i`.J /ri '0
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

East Coast Engineering & Surveying, P. %.�? .
Engineers, Planners, & Surveyors
February 25, 2010
Mr. Chris Baker
NCDENR
Water Quality Section
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Cobblestone Village
Sunset Beach, North Carolina
Additional Information
Dear Mr. Baker:
Please find enclosed the original Calculations Cover Sheet and the original document assigning Mr.
Ray Holmes as an officer of the Niblock Development Corporation. These two items should
complete the package for the low density submittal.
Should you have any questions or require any additional information, please contact our office.
Sincerely,
J. Christian Russell, P.E.
Enclosures
PC: Ray Holmes, Niblock Development Corp.
File: 0653 Cobblestone Village
MAR 0' 1 2010
BY: . ce—
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm Ucense Number C-3014

Cobblestone Village
Revised Hydraulic and Hydrologic Calculations
Revised
February 2010
�H C.
4
SEAL
35054
Flo 1/0
7,9
Prepared by:
East Coast
Engineering & Surveying, PC
Engineers, Planners & Surveyors
Red Apple Professional Park
712 Village Road NW, Suite 105 Post Office Box 2469
Shallotte, North Carolina 28459
Office: 910-754-8029
Firm License Number: C-3014
� - "—
MAR 0 1 2010
BY:

CONSENT OF DIRECTORS AND SHAREHOLDERS
OF
IN BLOCK DEVELOPMENT CORP.
TO
ACTION WITHOUT MEETING
We, the undersigned, being all of the Directors and Shareholders ofNiblock Development Corp.,
do hereby adopt the following Resolution by signing our written consent hereto:
RESOLVED, that the following person be, and he hereby is, elected as an officer of the
corporation to serve as such until his successor shall have been duly elected and qualified:
Ray Holmes Assistant Vice President
This action is effective this the 13th day of M=4 2008.
(SEAL)
William T. Niblodc
Director/Shareholder
r • � ) FF
C. Nibloe(SEAL)
lc
�r/Shareholder
.SI*- W kv /max .✓
NI6l0ck
c
MAR 0 1 20
13Y:

The Pearl 4:f abhle 51�*4 Vi
Revised Hydraulic and Hydrologic Calculations
Revised
February 2010
_ �tiy'.'9
.'OS EAL `
35054 _
�'���js,Tl AN , R�G •``�•
Prepared by:
East Coast
Engineering & Surveying, PC
Engineers, Planners & Surveyors
Red Apple Professional Park
712 Village Road NW, Suite 105 Post Office Box 2469
Shallotte, North Carolina 28459
Office: 910-754-8029
Firm License Number: C-3014

COBBLESTONE VILLAGE
SWALE DRAINAGE FLOW CALCULATIONS
East Coast Engineering and Surveying, PC
JCR
Q from DA-1 Drainage Area = 203,425 SF Q from DA 2 Drainage Area = 47,480 SF
Drainage Area = 4.67 Acres Drainage Area = 1.09 Acres
Design Storm = 10 -YR storm Design Storm = 10 -YR storm
Surface Acres C-Value Surface Acres C-Value
GRASSY 3.56 0.2 GRASSY 0.73 0.2
IMPERVIOUS 1.11 0.95 IMPERVIOUS 0.36 0.95
Total A' 4.67 Total A' 1.09
Weighted 'C' 0.378426 Weighted 'C' 0.447997
Intensity'i ' 131 7,1 Intensity'i"3)
(3) 7,1
Q; = CiA 12.55 cfs Qi = CiA 3.47 cfs
Q from DA-3 Drainage Area = 249,599 SF Q from DA-4 Drainage Area = 42,253 SF
Drainage Area = 5.73 Acres Drainage Area = 0.97 Acres
Design Storm = 10 -YR storm Design Storm = 10 -YR storm
Surface Acres C-Value Surface Acres C-Value
GRASSY 4.91 0.2 GRASSY 0.73 0.2
IMPERVIOUS 0.82 0.95 IMPERVIOUS 0.24 0.95
Total A' 5.73 Total 'A' 0.97
Weighted 'C' 0.307573 Weighted 'C' 0.389039
Intensity'i ' 131 7.1 Intensity'i ' (3) 7,1
Q; = CiA 12.51 cfs Qi = CiA 2.68 cfs
Q from DA-5 Drainage Area = 95,832 SF Q from DA-6 Drainage Area = 58,806 SF
Drainage Area = 2.20 Acres Drainage Area = 1.35 Acres
Design Storm = 10 -YR storm Design Storm = 10 -YR storm
Surface Acres C-Value Surface Acres C-Value
GRASSY 1.95 0.2 GRASSY 0.96 0.2
IMPERVIOUS 0.25 0.95 IMPERVIOUS 0.39 0.95
Total A' 2.2 Total 'A' 1.35
Weighted 'C' D.284523 Weighted 'C' 0.416228
Intensity'i ' 3) 7.1 Intensity'i ' 37,1
Q; = CiA 4.44 cfs Q; = CiA 3.99 cfs
Q from DA-7 Drainage Area - 80,150 SF Q from DA-8 Drainage Area = 20,038 SF
Drainage Area = 1.84 Acres Drainage Area = 1 0.46 Acres
Design Storm = 10 -YR storm Design Storm = 1 10 -YR storm
Surface Acres C-Value Surface Acres C-Value
GRASSY 1.71 0.2 GRASSY 0.35 0.2
IMPERVIOUS 0.13 0.95 IMPERVIOUS 0.11 0.95
Total A' 1.84 Total A' 0.46
Weighted 'C' 0.254273 Weighted 'C' 0.372176
Intensity'i ' (3) 7.1 Intensity'i ' (3) 7.1
Q; = CiA 3.32 cfs Q; = CiA 1.22I cfs
Revision Date: 2/18/2010

COBBLESTONE VILLAGE
SWALE DRAINAGE FLOW CALCULATIONS
East Coast Engineering and Surveying, PC
JCR
Q from DA-9 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total A'
Weighted 'C'
Intensity'i ' (3)
Q;=CiA
Q from DA-11 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total A'
Weighted 'C'
Intensity's ' (3)
Qi=CiA
Q from DA 13 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total A'
Weighted 'C'
Intensity'i
Q;=CiA
9,583 SF
0.22 Acres
10 -YR storm
Acres C-Value
0.15 0.2
0.07 0.95
0.22
0.42696
7.1
0.67 cfs
55,321 SF
1.27
Acres
10
-YR storm
Acres
C-Value
0.90
0.2
0.37
0.95
7.1
3.761 cfs
59,677 SF
1.37
Acres
10
-YR storm
Acres
C-Value
0.88
0.2
7.1
4.581 cfs
Q from DA-10 Drainage Area =
53,579
SF
Drainage Area =
1.23
Acres
Design Storm =
10
-YR storm
Surface
Acres C-Value
GRASSY
0.77
0.2
IMPERVIOUS
0.46
0.95
Total 'A'
1.23
Weighted 'C'
0.482761
Intensity'i ' (3)
7.1
Q; = CiA
4.22
cfs
Q from DA-12 Drainage Area =
60,548
SF
Drainage Area =
1.39
Acres
Design Storm =
10
-YR storm
Surface
Acres C-Value
GRASSY
1.28
0.2
IMPERVIOUS
0.11
0.95
Total 'A'
1.39
Weighted 'C'
0.258218
Intensity'i ' (3)
7.1
Q; = CiA
2.55
cfs
Q from DA 14 Drainage Area =
66,211
SF
Drainage Area =
1.52
J-YR
Acres
Design Storm =
10
storm
Surfacc
Acres C-Value
GRASSY
0.91
0.2
IMPERVIOUS
0.61
0.95
Total A'
1.52
Weighted 'C'
0.502441
Intensity'i ' (3)
7.1
Q; = CiA
5.42I
cfs
Revision Date: 2/1812010
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04/19/2005 -
$2,600.00 19
,r:,l •.
�1QMA D Raal Estate
4. fp Exeise Tax
Brick County--RegiiCf'ar of Deet39
Robert J. Robinson
Inst #261024 Book 2126Page 1282
04/18/2005 04:23:51pm Rec#aa
] .� s� TS r r All C014 GR MP�CL
TOTAL 6LC REV C# NIA tdPSUF ii POF INT
!N :
EEC�k_`CKAtdTr 7 lQU '
CASH ECr ---BY
NORTH CAROLINA WARRANTY DEED
Made this day of Apr•�,.2005, by and between
la,c
GRANTEE
JOHN DAVID FRINK and wife, NIBLOCK DEVELOPMENT CORP.
PEARL FRINK, and A North Carolina Corporation
TERRY FRINK, (aka William Terry Frink)
unmarried
300 McGill Avenue, NW
Concord, NC 28027
The designation Grantor and Graut6vw, used herein shall include said parties, and
shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH:
The Grantor, for valuable consideration. paid by the Grantee, the receipt of which is
hereby acknowledged, has anck--by these presents does gcaftf- t<grgain, sell and convey unto
the Grantee in fee simple, subject to the reservations and restrictions hereinafter stated, all
that certain lot or parcel of land situated in Shallotte Township, Brunswick County, North
Carolina, and more particularly described as follows:
BEING all of 18.44 acres:As described on a sk•lftji Morris &Ward Land
Surveyors, PA dated November % 2 . and recorded'fkFMap Book . A ,
PageAQ'1 in The Office of the Register -of Deeds Brunswick County, North
Carolina and being incorporated herein by reference.
TOGETHER with all rights, title and interest in Easements No.1 & 2
conveyed to Grantors by Sea Trail Corporation described in the Deed of
Easement recorded in Book 851, Page 827 in the Brunswick County Registry
and in the accompanying.$OMement Ag)70emg t recorded in Book 831, Page
808-826 of the Brunswick Coun t3',g ge ist ry.
For back reference see Book 366 at Page 658; Book 553, Page 729 and Book 772,
Page 679 of the Brunswick County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel, and all privileges and
appurtenances thereto belongingtinto the Gran e)p€=fee imple, subject to the reservations
and restrictions set out above.
Prepared by The Anderson Law Firm, PLLC, Without Opinion on Title

16t # 261024 Book 2126Page: 1283
And the Grantor covenants with the Grantee that the Grantor is seized of the
premises in fee simple, has the right to convey the same in fee simple, the title is marketable
and free and clear of all encumbrances, and th`, ?!, r�ptar will warrant and defend the title
against the lawful claims of alf-persons whomsoever, reserving'and preserving, however,
the reservations and restrictions set out above.
IN TESTIMONY WHEREOF, the Grantor has caused this instrument to be signed
on the day and year first above written.
�eal)
-John David Frink
(/ A�Seal)
;;.;•Pearl D. Frink
7�
Terry Fr k (aka William Terry Frink)
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I,S Qn ra W . ea Notary'it_l}c, ¢g hereby certify that JOHN
DAVID FRINK and wife, PEApersonally`hp
, D. FRfhil pi 0ed before me this day and
acknowledged the due execution of the forego instrument for the purposes therein set
forth.
WITNESS my hand and official seal this the I t' day of April 2005.
,,t%pTAgy l _.- _+igtary Public
AE G 2 My Cominission Expires: air 3a00 G

STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
�00 kx� Not Public, do hereby certify that TERRY
FRINIK, (aka William Terry Fria k) . , unmarrie&,"$�qy.
,,appeared before me this day
and acknowledged the due exc4tion of,tit qqregoing in-stii . t for the purposes therein
set forth.
WITNESS my hand and official seal this the JV"— day of April 2005.
Notary Public
W�OT.
My Commission Expires:.. .90
k3 ;gap,(- zM
C
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK SANDRA W ROOKS
The Foregoing � or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be COM' ct. ygth April 2005—
This Instrument was filed for Registratio"-h this Day. of
in the Book and pagc shown on the First Page hereof.
R013ERT J. R001US—OiN, Register of Deeds

04/19/2005
$2,600.00 19
JQ�A4 0 "a, Estate
Excise Tax
TOTAL REV C{k
RF.C# CK A?AQr — #
CASH H,'F—_BY
i" Robert a Co 1 t ni1egister of Deeds
Inst #261024 Book 2126Page 1282
04/18/2005 04:23:51pn Rea#'�a gM r✓
NORTH CAROLINA WARRANTY DEED
this day of Apyj AR 5, by and between
GRANTEE
JOHN DAVID FRINK and wife, NIBLOCK DEVELOPMENT CORP.
PEARL FRINK; and A North Carolina Corporation
TERRY FRINK, (aka William Terry Frink)
unmarried 300 McGill Avenue, NW
Concord, NC 28027
The designation Grano d
herein shall include said parties, and
shall include singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH:
The Grantor, for valuable gOasiderationgaid by the Grantee, the receipt of which is
hereby acknowledged, has any these liftVnts does grategain, sell and convey unto
•ass
the Grantee in fee simple, subject to the reservations and restrictions hereinafter stated, all
that certain lot or parcel of land situated in Shallotte Township, Brunswick County, North
Carolina, and more particularly dese,#bed as follows:
BEING all of 18.44 acre A descoed on a�is & Ward Land
Surveyors, PA dated ember 9, andtrecor=dap Book —.I&,
Page2,o I in The Office of the Registe f Deeds Brunswick County, North
Carolina and being incorporated herein by reference.
TOGETHER with all rights, title and interest in Easements No.1 & 2
conveyed to Grantors by Sea T il Corporation described in the Deed of
Easement recorded in Book , Page 827 in the Brunswick County Registry
and in the accompanying tiement Ag recorded in Book 831, Page
808-826 of the Brunswi oul stry. IT017 ft
ti:
For back reference see Book 366 at Page"658; Book 553, Page 729 and Book 772,
Page 679 of the Brunswick County Registry.
TO HAVE AND TO HOLD tlK aforesaid lot or parcel, and all privileges and
at..
appurtenances thereto belonginto the Gra imple, subject to the reservations
and restrictions set out above`':
Prepared by The Anderson Law Firm, PLLC, Without Opinion on Title

b�
16t # 261024 Hook 2126Page: 1283
And the Grantor covenants with the Grantee that the Grantor is seized of the
premises in fee simple, has the right. tq convey the same in fee simple, the title is marketable
A$'
and free and clear of all encurn ces, and thk9 r will warrant and defend the title
against the lawful claims of aWpersons whogever, reserving and preserving, however,
the reservations and restrictions set out above.
IN TESTIMONY WHEREOF, the Grantor has caused this instrument to be signed
on the day and year first above wren.
�eal)
John David Frink
)
arl D. Frink
•� , (Seal)
Terry FrIlik (aka William Terry Frink)
J
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I,S A *�.
�``N�� oteW� o hereby certify that JOHN
DAVID FRINK and wife, PEFRYflb perso! ly lbed before me this day and
acknowledged the due executon othe forejAg instrument for the purposes therein set
forth.
WITNESS my hand and official seal this the 15�6 day of April 2005.
�W. q�. ka
#OTAgy 63pgj�Dry Public
r�.G 2 My 6o ission Expires: ai 2,00 6
pUBI.�
�Y �

Inst # 261024 Book 2126Page: 1284
r
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, Oaq 6— `' Notary Public, do hereby certify that TERRY
FRINK, (aka William Terry Fr , unpWrl peared before me this day
and acknowledged the due ea�tion of regoing ins t't for the purposes therein
set forth.
WITNESS my hand and official seal this the 154�_ day of April 2005.
My Commission Expires:
Notary Public
'0nuen►nga
'�QptA W.
s
a00
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK SANDRA W ROOKS
The Foregoing -(or annexed) Certificates) of
Notary(ies) Public is (are) Certified to bet. h —���D April 2005
This Instrument was filed for Registrado this Day, of
in the Book and page shown on the First Page hereof.
R013EXTJ. Rdbi ON, Register egister of Deeds

CONSENT OF DIRECTORS AND SHAREHOLDERS
OF
NI BLOCK DEVELOPMENT CORP.
TO
ACTION WLTHOUT MEETING
We, the undersigned, being all of the Directors and Shareholders ofNiblock Development Corp.,
do hereby adopt the following Resolution by signing our written consent hereto:
w) z I I U a r—Ij c,
RESOLVED, that the following person be, and he heresy is, elected as an officer of the
corporation to serve as such until his successor shall have been duly elected and qualified:
Ray Holmes Assistant Vice President
This action is effective this the 131h day of hrlar+ch, 2008.
�(SEAL)
Wiilimn T. N)kKk
Director/Shareholder
� Ma N ion - (SEAL))
Dir
older

st Coast Engineering & Surveying, P.
Engineers, Planners, & Surveyors
Cobblestone Village
Brunswick ck County, North Carolina
STORMWATER NARRATIVE
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea Trail development. The developer proposes to
construct roads, and install water utilities to serve 56 residential lots. The total project area is 18.442
acres. The initial plan proposed 57 residential lots. There are now 56 residential lots. Lot number 6
has been combined with lots 7 and 8 to form lots 7 and 8.
Lot 6 was allocated 2909 SF of impervious area. The road area has been reduced by 869 SF due to a
smaller area in McAuley Court serving lots 10 thru 14. The impervious allocation for lot 13 has
been reduced to 2554 SF from 2909 SF. A total of 3924 SF has been redistributed among the
remaining lots as shown on the impervious area allocation table. None of the redistributed
impervious allocation creates a pocket of high density and the overall density of the project has been
maintained at the originally permitted amount of 237,491 SF which represents 29.563% of the total
project area.
Stormwater will sheet flow from all impervious areas as originally designed. The developer has
installed asphalt roads throughout the subdivision, with flat concrete curbing, that will allow the
stormwater to sheet flow to roadside swales and then to an existing on -site 0.8 AC. The proposed
impervious area allocation per lot is listed in impervious area allocation table.
FEB 2 5 2010
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number C-3014

East Coast Engineering & Surveying, P. C.
�? Engineers, Planners, & Surveyors
February 22, 2010
Mr. Chris Baker
NCDENR �, 471w "r 4,1D
Water Quality Section` ��
127 Cardinal Drive Extension FEB z 5 2010
Wilmington, North Carolina 28405-3845
Subject: Cobblestone Village BY:
Sunset Beach, North Carolina
Low Density Stormwater Plan Revision Submittal
Dear Mr. Baker:
On behalf of our Client, enclosed is a minor modification submittal package for Cobblestone Village
in Sunset Beach, North Carolina. This minor modification reflects permit SW8 920725Mod
approved on 8/3/05. The overall built -upon area will remain at 29.563% per the requirements of
Section .1005 of the stormwater rules. The project will continue to utilize a flat curb that outlets to
roadside swales as provided in the previous permit. Each outlet swale will maintain a 3:1 (FIX) side
slope or flatter for a minimum of 100' prior to discharge. The longitudinal slope of the outlet swales
will be no steeper than 5% and carry the flow from the 10 year storm in a non -erosive manner. A
dense vegetated cover will be maintained for each swale will be located in either a dedicated
common area or recorded drainage easement.
The purpose of the minor modification is to reflect the minor change to McAuley Court and there -
allocation of unallocated impervious area to the remaining unsold lots.
It is my understanding that there is a $1000 express permitting review fee for a plan revision
submitted under the express program. A check for that amount has been included with this
submittal. The following represents the various components of the enclosed submittal package:
1. Two (2) sets of plans relevant to the Stormwater Plan Revision Submittal, Cover Sheet, Sheet C1
— Site Map, Sheet C2 — Stormwater Plan, Sheet C-3 — Stormwater Details and Drainage Map —
DA-MAP.
2. Two copies of the Stormwater Management Permit Application Form, SWU-101.
3. Two Copies of the Low Density Supplement, SW-401.
4. Two Copies of the Low Density Residential Subdivision Deed Restrictions.
5. Two copies of the Deed for the property.
6. Two copies of the letter assigning Rays Holmes as an officer of the corporation.
7. Two copies of the Calculations, Sheets 1 thru 3.
8. Stormwater Narrative.
9. Check in the amount of $1000.00 to cover the plan review fee.
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Nu*nber C-3014

Should you have any questions or require any additional information, please contact our office.
.—
�14
.i.
_!
J. Christian Russell, P.E.
Enclosures
PC: Ray Holmes, Niblock Development Corp.
File: 0653 Cobblestone Village
Red Apple Professional Park * 712 Village Road SW, Suite 105
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number C-3014

M04 5W6 cq zor)2s-
North Carolina Department of Environment and
AT. Natural Resources
NCDENR Request for Express Permit Review
For DENR Use ONLY
Reviewer. G�b
Submit 49 z o
Time: '9 % on
Confirm: a- O
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity man
(same items expected in the application package
of the project location. Please include this form in the application package.
'� 2 3 2
• Asheville Region Alison Davidson 828-2964698;allson.davidsonftncmaii net
Enter Related SW
Permits of reauest
+ r
• Fayetteville or Raleigh Region -David Lee 919-791-4203, davld leefncmaiLnet
2
_ t 0
• Mooresville & -Patrick Grogan 704-6634772 or patrickarogan®ncmail net
SW
• Washington Region -Lyn Hardison 252-946-9215 or lvn.hardisonDAcmail.net
SW
+A A'b + �
• Wilmington Region -Janet Russell 910-M-2004 orianet.russeMncmall.net
SW
NOTE: Project application received after 12 noon will be stamped in the following work day.
SW
Project Name: COBBLESTONE VILLAGE County: BRUNSWICK
Applicant: WILLIAM NIBLOCK Company: NIBLOCK DEVELOPMENT CORPORATION
Address: 300 MCGILL AVENUE NW City: CONCORD. State: NC Zip: 28027-_
Phone: [phone], Fax: _ _ _, Email: @_
Physical Location:SEATRAIL PLANTATION, BURNSWICK COUNTY
Project Drains into waters - Water classification SA (for classification see-htti)://h2o.enr.state.nc.us/bims/reoorts/reoortsWB.html)
Project Located in LUMBER River Basin. Is project draining to class ORW waters? N , within % mile and draining to class SA waters Y or within 1 mile and
draining to class HQW waters? N
Engineer/Consultant: CHRIS RUSSELL Company: EAST COAST ENGINEERING & SURVEYING. PC
Address: 712 VILLAGE ROAD SW City: SHALLOTTE, State: NC Zip: 28470-_
RRCI
Phone: [phone], Fax: [phone], Email: CRUSSELLECES.BIZ
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
FEB 1 1 2010
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO:
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marling the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
❑ State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ElOff-site[SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention _ # Treatment Systems El High Density -SW Wetlands _ # Treatment Systems
El High Density -Other _ # Treatment Systems / ® MOD: ❑ Major ® Minor ❑ Plan Revision ❑ Redev. Exclusion SW 8920725 (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with — acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopina and express meetina reauest
Wetlands on Site ❑ Yes ❑ No Buffer Impacts: ❑ No ❑ YES: _acre(s)
Wetiands Delineation has been completed: ❑ Yes ❑ No Isolated wetland on Property ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Received from US ACOE ❑ Yes ❑ No
*****s*ss******s******s*ss*ssss*********ss*******s*s***sFol DENR use onlys**************************s***************s********s***s***
Fee Split for maniple permits: (Check # 1 Total Fee Amount 9
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance (❑ Mal; ❑ Min)
$
SW ( HD, ❑ LD, ❑ Gen)
1
$
401:
1
$
LOS
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

East Coast Engineering & Surveying, P. C.
�? Engineers, Planners, & Surveyors
Cobblestone Village
Brunswick County, North Carolina
STORMWATER NARRATIVE
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea Trail development. The total project area is 18.442
acres and has an allocated BUA of 29.56%. The project consists of 57 residential lots. A several lot
have been sold and have houses built on them. The minor modification to the existing permit
#SW8 920725 will not affect the lots that have been sold. The purpose of the minor modification is
the reallocate remaining BUA to the lots that have not as yet been sold. The reallocation is a result
of differences between the preliminary plat and the recorded plat. This plan will more precisely
represent the actual conditions present on the project. There will be no changes in the amount of
BUA for the overall project. There will be no changes in the stormwater conveyance methods
shown on the previous plan.
Stormwater will sheet flow from all impervious areas along developer installed asphalt roads and flat
concrete curbing, that will allow the stormwater to sheet flow to roadside swales and then to an
existing on -site 0.8 AC lake. The proposed impervious area allocation per lot is listed on the plans
in the impervious area allocation table. The overall impervious area of the project will remain low -
density.
FEB 1 1 2010
BY:
Red Apple Professional Park * 712 Village Road SW, Suite
Post Office Box 2469 * Shallotte, North Carolina 28459 * Tel.: [phone] * Fax: [phone]
Firm License Number C-3014

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OF WAIF Michael F. Easley, Governor
�G G. William G. Ross, Jr., Secretary
r North Carolina Department of Environment and Natural Resources
a Alan W. Klimek, P.E. Director
r
Division of Water Quality
August 3, 2005
Mr. William Niblock, Vice President
Niblock Development Corporation
300 McGill Avenue
Concord, NC 28027
Subject: Stormwater Permit No. SW8 920725 Modification
Cobblestone Village
Low Density Subdivision Permit
Brunswick County
Dear Mr. Niblock:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Cobblestone Village on August 2, 2005. Staff review of the plans and
specifications has determined that the roJJect, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 920725
Modification, dated August 3, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to
the conditions and limitations as specified therein, and does not supercede any other agency
permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this ,permit. This request must be in the form of a written petition,
conforming to Chapter t 50B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact either Robert Gordon or me at [phone],
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rdg: S:1WQSISTORMWATIPERMIT1920725Mod.aug05
cc: Alan Lewis, East Coast Engineering Company
Delaney Aycock, Brunswick County Building Inspections
David Thomas, NCDOT
Robert Gordon
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2aenrstate.nc.us ne
14coCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Past Consumer Paper turally

State Stormwater Management Systems
Permit No.SW8 920775 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. William Niblock & Niblock Development Corporation
CobblestoneVillage
Brunswick County
FOR THE
construction, operation and maintenance of a 29.56% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules' and the approved stormwater management plans and
specifications, and supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. Lots 7,13 & 30 are limited to a maximum of 2,700 square feet of built -upon area,
as indicated in the approved plans. Lots 3,4,11,12,28 & 57 are limited to a
maximum of 3,024 square feet of built -upon area, as indicated in the approved
plans. Lots 1,2,5,6,8-10, 14-27, 29 & 31-56 are limited to a maximum of 2,909
square feet of built -upon area, as indicated in the approved plans.
Z. The overall tract built -upon area percentage for the project must be maintained
at 29.56% per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the.
stormwater rules and approved by the Division.
6. All roof drains must terminate at least 30' from the mean high water mark.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 920775 Modification
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and anv eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowing, and revegetating of the side slopes.
d: Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including
the stormwater management system, design concept, built -upon area,
details, etc.
b. Project.narne change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No piping shall be allowed except that minimum amount necessary to direct
runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built -upon. area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner, provided that the permittee complies with the
requirements of Section 11.11 of this permit.
10. Within 30 days of completion of the project, the permittee must certify in writing
that the project's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications.
Any deviation from the approved plans must be noted on the Certification.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW8 920775 Modification
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following
statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 920725 Modification,
as issued by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon area per lot is 2,700 square feet for
lots 7,13 and 30; 3,024 square feet for lots 3,4,11,12,28 and 57; 2,909
square feet for lots 1,2,5,6,8-10,14-27,28 & 31-56. This allotted amount
includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina,
but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by any persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters.
All roof drains shall terminate at least 30' from the mean high water mark.
12. The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording.
13. If the permittee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plans reviewed must include all
proposed built -upon area (BUA). Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. Stormwater conveyances will be located in either dedicated right-of-way (public
or .private), recorded common areas or recorded drainage easements. The final
plats fort the project will be recorded showing all such required easements, in
accordance with the approved plans.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8 920775 Modification
III. GENERAL CONDITIONS
Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
requirements as may be necessary. A formal permit request must be submitted
to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request. Transfers to third
parties by the permittee where the required documentation has not been
submitted to the Division does not relieve the permittee of responsibility for
transferring the permit.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have jurisdiction. If
any of those permits result in revisions to the plans, a permit modification must
be submitted.
8. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management
system and it's components.
9. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 3rd day of August, 2005.
NOR CAROLIN4 ENVIRONMENTAL MANAGEMENT COMMISSION
---- ="- =--------------------------
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5of5

OfnCE USE ONLY
Date Received
Fee Paid
Permit Number
b
or•�p.a���svb..► ��� 9�iZ Mom• «a�i �....
State of North Carolina
Deparunent of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PER APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Niblock Development Corporation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William Niblock, VP
3. Mailing Address for person listed in item 2 above:
300 McGill Avenue
City: Concord
Telephone Number: [phone]
State: NC
Zip: 28027
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Cobblestone Village
5. Location of Project (street address):
Rice Mill Circle in the SeaTrail Golf Development off of Old Georgetown road (NC 179) in Sunset Beach.
City: Sunset Beach County: Brunswick
6. Directions to project (from nearest major intersection):
From the intersection of NC 904 and NC 179, travel west on NC 179 for approx. 16 miles Turn right onto
Clubhouse Rd. in SeaTrail. Continue on Clubhouse Rd. and turn left on Rice Mill Circle. Site is on left.
7. Latitude: 33053.842'
Longitude: 78030.16'
8. Contact person who can answer questions about the project:
Name: Alan Lewis Telephone Number: 910) 754-8029
II. PERMIT INFORMATION:
of project
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version.. 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its. issue date (if known)
3. Specify the type of project (check one):
—2L- Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff will sheet flow from impervious areas. Roadside swales and culverts will be installed
to direct the runoff towards the on -site lake.
2. Stormwater runoff from this project drains to the
Lumber
River basin.
3. Total Project Area: 18.442 acres
4. Project Built Upon Area:
29.56 %
5. How many drainage areas does the project have?
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Infonnatiori-
Drainage Area 1 Drainage Area 2 .
Receiving Stream Name
Calabash River
Receiving Stream Class
SA
Drainage Area
803,333.5 SF or 18.442 AC
Existing Impervious* Area
0
Proposed Impervious*Area
237,489 SF or 5.452 AC
Impervious* Area (total)
29.56%
IniperviousO Surface Area
Drainage Area 1
_ Drainage Area 2
_
On -site Buildings
On -site Streets
71,613 SF or 1.64 AC
On -site Parking
On -site Sidewalks
Other on -site (Lot Allocation)
165,876 SF or 3.81 AC
'
Off -site
Total: 237,489 SF or 5.452 AC
Total:
impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than see allocation table square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
S. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
Original and one copy of the Stormwater Management Permit Application Form Z9
• One copy of the applicable Supplement Form(s) for each BUT
• Permit application processing fee of $420 (payable to NCDENR) O U
• Detailed narrative description of stormwater treatment/management Ora
• Two copies of plans and specifications, including:
- Development/Prc j ect name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): East Coast Engineering Company, P.A.
Mailing Address: Post Office Box 2469
City: Shallotte State: NC Zip: 28459
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) ��
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 15A
NCAC 2H .1000.
Signature: �� �. Date:
m
Form SWU-101 Version 3.99 Page 4 of 4

s w cl2ar7 25 pi oa
PermitNo t
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name : Cobblestone Village
Contact Person: William Nihlnek Phone Number: [phone]
Number of Lots: 57 Allowable Built Upon Area Per Lot*: Variable see table
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon arca
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF) - RA — OA = BUA
No. Lots Lot
Calculation:
(803,333.5 x 0.29563) — 71,614 = 165876 SF
1 57 Lots
See attached allocation table for actual impervious area given to each lot
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
ti....� a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

COBBLESTONE VILLAGE IMPERVIOUS ALLOCATION TABLE
TOTAL PROJECT AREA (SF)
TOTAL IMPERVIOUS AREA (SF)
ROADWAYS & PAD (SF)
TOTAL IMPERVIOUS AREA FOR LOTS (SF)
LOT#
ALLOCATED IMP. AREA
3
2909.00
2909.00
3024.00
3024.00
2909.00
6
2909.00
7
2700.00
8
2909.00
9
2909.00
10
2909.00
11
3024.00
12
3024.00
13
2700.00
14
2909.00
15
2909.00
16
2909.00
17
2909.00
18
2909.00
19
2909.00
20
2909.00
21
2909.00
22
2909.00
23
2909.00
24
2909.00
25
2909.00
26
2909.00
27
2909.00
28
3024.00
29
2909.00
30
2700.00
31
2909.00
32
2909.00
33
2909.00
34
2909.00
35
2909.00
36
2909.00
37
2909.00
38
2909.00
39
2909.00
40
2909.00
41
2909.00
42
2909.00
43
2909.00
44
2909.00
45
2909.00
46
2909.00
47
2909.00
48
2909.00
49
2909.00
50
2909.00
51
2909.00
52
2909.00
53
2909.00
54
2909.00
55
2909.00
56
2909.00
57
3024.00
TOTALS 165876.00
803333.52
18.442
237489.49
5.452
71614
1.64
165876.00
3.81

PROPOSED
DEED RESTRICTIONS AND PROTECTIVE COVENTANTS
For
COBBLESTONE VILLAGE
LOTS 1-57
The following covenants are intended to ensure ongoing compliance with State Storrrawater
Management Permit Number , as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is Z -7 0 0 square feet for Lots 7, 13,
and 30; 31024 square feet for Lots 3, 4, 11, 12, 28, and 57; Z9o9 square feet for
Lots 1, 2, 5, 6, Lots 8-10, Lots 14-27, Lot 29 and Lots 31-56. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the right-
of-way between the front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, built does not
include raised, open wood decking, or the water surface of swimming pools.
7. Filling in or piping of any vegetative conveyances (ditches, swales, etc.) associated with the
development except for average driveway crossings, is strictly prohibited by any persons.
8. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface
waters.
9. All roof drains shall terminate at least 30' from the Mea & igh Water mark of surface waters
Signature of Owner
Date '7
w
16- a-) -ad v �-

State Stormwater Management Systems
Permit No.SW8 920775 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Mr. William Niblock & Niblock Development Corporation
CobblestoneVillage
Brunswick County
FOR THE
construction, operation and maintenance of a 29.56% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
Lots 7,13 & 30 are limited to a maximum of 2,700 square feet of built -upon area,
as indicated in the approved plans. Lots 3,4,11,12,28 & 57 are limited to a
maximum of 3,024 square feet of built -upon area, as indicated in the approved
plans. Lots 1,2,5,6,8-10, 14-27, 29 & 31-56 are limited to a maximum of 2,909
square feet of built -upon area, as indicated in the approved plans.
2. The overall tract built-iinon area percentage for the project !?gust be maintained
at 29.56% per the requirements of Section .1005 of the stormwater rules.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
6. All roof drains must terminate at least 30' from the mean high water mark.
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 920775 Modification
II. SCHEDULE OF COMPLIANCE
1. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of
any built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater management systems at
optimum efficiency to include:
a. Inspections
b. Sediment removal.
C. Mowin.9, and revegetating of the side slopes.
d: Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including
the stormwater management system, design concept, built -upon area,
details, etc.
b. Project Marne change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or selling of the project area.
f. Filling in, altering or piping any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No l
ing shall be allowed except that minimum amount necessary to direct
runbeneath an' impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee is responsible for verifying that the proposed built -upon area does
not exceed the allowable built -upon area. Once the lot transfer is complete, the
built -upon area may not be revised without approval from the Division of Water
Quality, and responsibility for meeting the built -upon area limit is transferred to
the individual property owner, provided that the permittee complies with the
requirements of Section 11.11 of this permit.
10. Within 30 days of completion of the project, the permittee must certify in writing
that the project"s stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications.
Any deviation from the approved plans must be noted on the Certification.
Page 3 of 5

State Stormwater Management Systems
Permit No.SW8 920775 Modification
11. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following
statements related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 920725 Modification,
as issued by the Divisic^ of Water Quality under NCAC 2111.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina,
Division of Water Quality.
e. Alteration of.the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum allowable built -upon area per lot is 2,700 square feet for
lots 7,13 and 30; 3,024 square feet for lots 3,4,11,12,28 and 57; 2,909
square feet for lots 1,2,5,6,8-10,14-27,28 & 31-56. This allotted amount
includes any built -upon area constructed within the lot property
boundaries, and that portion of the right -cif -way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, and coquina,
but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings,
is strictly prohibited by any persons.
h. Each lot will maintain a 30' wide vegetated buffer between all impervious
areas and surface waters.
All roof drains shall terminate at least 30' from the mean high water mark.
12. The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording.
13. If the permittee sets up an Architectural Review Committee (ARC) to review
plans for compliance with the restrictions, the plans reviewed must include all
proposed built -upon area (BUA). Any approvals given by the ARC do not relieve
the lot owner of the responsibility to maintain compliance with the permitted BUA
limit.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
15. Stormwater conveyances will be located in either dedicated right-of-way (public
or private), recorded common areas or recorded drainage easements. The final
plats for the project will be recorded showing all such required easements, in
accordance with the approved plans.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8 920775 Modification
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Qualityy,
in accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until revoked or terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and
reissuance of the permit to change the name and incorporate such other
.requirements as may be necessary. A formal permit request must be submitted -
to the Division of Water Quality accompanied by the appropriate fee,
documentation from both parties involved, and other supporting materials as may
be appropriate. The approval of this request will be considered on its merits, and
may or may not be approved.
6. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the permit transfer request. Transfers to third
parties by the permittee where the required documentation has not been
submitted to the Division does not relieve the permittee of responsibility for
transferring the permit.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have .urisdiction. If
any of those permits result in revisions to the plans, a permit modification must
be submitted.
8. The permittee grants permission to DENR Staff to enter the property during
business hours for the purposes of inspecting the stormwater management
system and it's components.
9. The permittee shall notify the Division of Water Quality of any name, ownership
or mailing address changes within 30 days.
Permit issued this the 3rd day of August, 2005.
NOR CAROLI f4VIRONMENTAL MANAGEMENT COMMISSION
-----------------------------------
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 5

oloausn (No
Date Received
Fee Paid
Permit Number
�-
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. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Niblock Development Corporation
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William Niblock, VP
3. Mailing Address for person listed in item 2 above:
300 McGill Avenue
City: Concord
Telephone Number: [phone]
State: NC
Zip: 28027
4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Cobblestone Village
5. Location of Project (street address):
Rice Mill Circle in the SeaTrail Golf Development off of Old Georgetown road (NC 179) in Sunset Beach.
City: Sunset Beach County: Brunswick
6. Directions to project (from nearest major intersection):
From the intersection of NC 904 and NC 179, travel west on NC 179 for approx. 1.6 miles. Turn right onto
Clubhouse Rd. in SeaTrail. Continue on Clubhouse Rd. and turn left on Rice Mill Circle. Site is on left.
7. Latitude: 33053.842'
Longitude: 78030.16'
8. Contact person who can answer questions about the project:
Name: Alan Lewis Telephone Number: [phone]
II. PERMIT INFORMATION:
of project
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
X Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater runoff will sheet flow from impervious areas. Roadside swales and culverts will be installed
to direct the runoff towards the on -site lake.
2. Stormwater runoff from this project drains to the
Lumber
River basin.
3. Total Project Area: 18.442 acres
4. Project Built Upon Area:
29.56 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
MdnW
Receiving Stream Name
Calabash River
Receiving Stream Class
SA
Drainage Area
803,333.5 SF or 18.442 AC
Existing Impervious* Area
0
Proposed Impervious*Area
237,489 SF or 5.452 AC
% impervious* Area (total)
29.56%
Aroa l
On -site Buildings
On -site Streets
71,613 SF or 1.64 AC
_On -site Parking
On -site Sidewalks
Other on -site (Lot Allocation)
165,876 SF or 3.81 AC
Off -site
Total: 237,489 SF or 5.452 AC
Total:
impervious area is aejinea as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? NA
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the safe of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may not
be changed or deleted without the consent of the State.
2. No more than see allocation table square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall.not be f lled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
S. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
T ijltials
• Original and one copy of the Stormwater Management Permit Application Form '�',_,ct—
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR) Q15e-
• Detailed narrative description of stormwater treatment/management as
• Two copies of plans and specifications, including: ar-p
- Development/Project name
- Engineer and firm
- Legend
North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): East Coast Engineering Company, P.A.
Mailing Address: Post C+ffice Box 2469
City: Shallotte _-
State: NC Zip
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
28459
I, (print or type name ofperson listed in General Information, item 2)
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 15A
NCAC 2H .1000.
Signature: --�'�'� Date:
Form SWU-101 Version 3.99 Page 4 of 4

Permit No
S cr.� 9 �,a-725 M oa
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMEN 1' PERMrf APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density factors can be
found in 15A NCAC 2H .1005 through .1007.
I. PROJECT INFORMATION
Project Name: Cobblestone Village
Contact Person: William Nihlnek Phone Number: [phone]
Number of Lots: 57 Allowable Built Upon A.xea Per Lot*:
Variable see table
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area
for each lot. The attachment must include the project name, phase, page numbers and provide area subtotals
and totals.
II. BUILT UPON AREA
See the Stormwater Management Permit Application for specific language that must be recorded in the deed
restrictions for all subdivisions.
For uniform lot sizes, complete the following calculation in the space provided below where:
• SA Site Area - the total project area above Mean High Water. Wetlands may be excluded when the
development results in high density pockets.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. Lots - the total number of lots in the subdivision.
• BUA/Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement.
Form SWU-104 Rev 3.99 Page 1 of 2

(SA x DF) RA — OA = BUA
No. Lots Lot
Calculation:
(803,333.5 x 0.29563) — 71,614 = 165876 SF
1 57 Lots
See attached allocation table for actual impervious area given to each lot
III. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate that the following requirements have been met and supporting
documentation is provided as necessary. If the applicant has designated an agent on the Stormwater
Management Permit Application Form, the agent may initial below.
Applicants Initials
a. A 30 foot vegetative buffer is provided adjacent to surface waters. Projects in the Neuse
River basin may require additional buffers.
b. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to sale of any lots.
c. Built upon area calculations are provided for the overall project and all lots.
d. Project conforms to low density requirements within the ORW AEC (if applicable).
[15A NCAC 2H .1007(2)(b)]
Form SWU-104 Rev 3.99 Page 2 of 2

COBBLESTONE VILLAGE IMPERVIOUS ALLOCATION TABLE
A
TOTAL PROJECT AREA (SF)
TOTAL IMPERVIOUS AREA (SF)
ROADWAYS & PAD (SF)
TOTAL IMPERVIOUS AREA FOR LOTS (SF)
LOT #
ALLOCATED IMP. AREA S
1
2909.00
2
2909.00
3
3024.00
4
3024.00
5
2909.00
6
2909.00
7
2700.00
8
2909.00
9
2909.00
10
2909.00
11
3024.00
12
3024.00
13
2700.00
14
2909.00
15
2909.00
16
2909.00
17
2909.00
18
2909.00
19
2909.00
20
2909.00
21
2909.00
22
2909.00
23
2909.00
24
2909.00
25
2909.00
26
2909.00
27
2909.00
28
3024.00
29
2909.00
30
2700.00
31
2909.00
32
2909.00
33
2909.00
34
2909.00
35
2909.00
36
2909.00
37
2909.00
38
2909.00
39
2909.00
40
2909.00
41
2909.00
42
2909.00
43
2909.00
44
2909.00
45
2909.00
46
2909.00
47
2909.00
48
2909.00
49
2909.00
50
2909.00
51
2909.00
52
2909.00
53
2909.00
54
2909.00
55
2909.00
56
2909.00
57
3024.00
TOTALS 165876.00
803333.52
18.442
237489.49
5.452
71614
1.64
165876.00
3.81

East Coast
�? Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
Cobblestone Village
Brunswick County, North Carolina
STORMWATER AND EROSION CONTROL NARRATIVE
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea Trail development. The developer proposes to
construct roads, and install water utilities to serve 57 residential lots. The total project area is 18.442
acres. The developer proposes to disturb 4.3 acres.
Stormwater will sheet flow from all impervious areas. The developer proposes to install asphalt
roads throughout the subdivision, with flat concrete curbing, that will allow the stormwater to sheet
flow to roadside swales and then to an existing on -site 0.8 AC lake that exceeds the 1800 CF per
acre of disturbed area storage volume. The lake will serve as the primary sediment control measure.
The proposed impervious area allocation per lot is listed in impervious area allocation table. The
overall impervious area of the project will be low -density. The project will be less than 30 percent
impervious.
A construction entrance will be installed to prevent sediment from leaving the site by construction
vehicles. Temporary silt fencing, temporary diversion swales, and temporary sediment basins will be
used to prevent any significant amounts of sediment from leaving the site, or entering any wetland
areas. These measures shall be inspected regularly, and the accumulated sediment removed to
prevent the conveyance of sediment to any off -site areas.
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing, and/or asphalt pavement.

O_W
,+5)ATFy
CAR4 �
STATE OF NORTH CAROLINA RUFUS L. EDNISTEN
ANNUAL R PORT SECRETARY OF STATE
INCLUDE 10.00 FILING FEE ANNUAL REPORTS
OFYSTATE.O N.C. SECRETARY �� P-O- SOX 29525
""'"� RALEIGH, NC 27626-OS25
(9191 733-4201
.,1 A REPORT DUE DATE- 08-01-1992
CORP ID- 0 1 0 3 0 1 0 r U 2 4 U92 AUGwLa AM
4
FILING NO- A 0 0 2
A 3I , 3992
STATE OF INC- NC ��OL`i31-2979
1. NAME OF CORPORATION, PRINCIPAL OFFICE ADDRESS ENTER PRINCIPAL OFFICE A ESS CHANGE HERE -
NISLOCK DEVELOPMENT CORP.
845 CHURCH ST N, STE 310
CONCORD NC 28025
2. REGISTERED AGENT AND MAILING ADDRESS
FRANKLIN,OINMOCK III
25 L COMXRD RD.
ORD NC 00000
3. STREET ADDRESS OF REGIST ED OFFICE
25 LAKE C D RD.
CONCOR NC 00000
C - CABARRUS
4. IF REGISTERED AGENT CHANGED, SIGNATURE OF NEW AGENT
ENTER AGENT NAME AND MAILING ADDRESS CHANGE HERE -
Franklin C Niblock, ;ri
845 Church St. North, Suite 310
Concord, NC 28025
ENTER STREET ADDRESS CHANGE HERE
845 Church St. North, Suite 310
Concord, NC 28025
-(SIGNATURE CONSTITUTES CONSENT TO APPOINTMENT)
5. FEDERAL EMPLOYER I0 NUMBER
ENTER FEDERAL ID NUMBER CHANGE HERE -
6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE -
NAME- Franklin C Niblock
ADDR- 436 Channing Circle
TITLE- President
CITY- Concord sT- NC ZIP-28025
Nam- William T N.6 bck
ADDR- 4000 Poplar Tent Road
TITLE- Vice President
CITY- Concord sT- NC ZIP- 28025
NAME- Marc C Niblock
ADDR- 349 5 Brighton Court
TITLE- Vice President_.
CITY_ Concord sr- NC ZIP- 28027
NAME-
ADDR-
TITLE-
CITY- ST- ZIP-
7. ENTER NAME AND BUSINESS ADDRESS
OF DIRECTORS HERE - ATTACH 2ND PAGE IS NECE3SARY
N" IIE- Franklin C Niblock
ADDR- Same
NAME- William T Niblock
CITY- ST- ZIP-
ADDR- Same
CITY- ST- ZIP-
NAME- Marc C Niblock
ADDR- Same
CITY- ST- ZIP-
S. BRIEFLY DESCRIBE THE NATURE OF THE BUSINESS-
Residential Construction
NISLOCK DEVELOPMENT CORP.
9. DATE- 7- 2 2- 9 2
SIONED-
(FORM MUST BE SIONED SY OFFICER OF CDRPORATION)
MAN Franklin C Niblock President
TITLE- �
This form should be returned
SECRETARY OF STATE, ANNUAL REPYRT
TYPE OR PRINT NAME AND TITLE
by the DUE DATE shown above with a check for sjo.Oo to:
SECTION,
POST OFFICE 29525, RALEIGH NC 27626-0525.
CAR'

,,uL-C1'eeb4 14:49 FROM:NIBLOCK DEUELOPMENT 7047843720
CD•4A9 �91) Business Corporation
North Carolina Annual Report
TO: 919 SOSED: 0103010
Date Filed: 7/21/2004 3:49:00 PM
Elaine F. Marshall
North Carolina Secretary of State
trm only if y e 1VOrth cArl 2004 019 01263
Name of corporation: NIBLOU DEVELOPMENT CORP.
State of Incorporation: NORTH CAROLINA
I
Secretary of state corporation Identification number: 0103010
Federal employer identlflef+tlon n,amisPr: 56-1244766
If this Is the IPINAI annual report film,, you must complete the entire form. it your business Corp
changed since the previous report, check the box qnd cotrlplon tine 2 only . . . ....... . .. . ..... .
t Registered agent and registered office nmRlllrig address Agent:
Mailling Address;
x Street address acid county of registered office
8 J} registered aperit changed, 5lgnature of pew agent:
4 Enter princlpal office address here:
Street Address;
Corwy;
5 Enter principal offlee lelraphol � number hare: 6704 J 1136
6 Enter name, title and business raddrese of nrinclpnl officers here;
Complete Form CD-479A to list additional principal officers
Flscet year ending: 08/31./03
Writheo^ylYear
'allon's InformaVon has not +ram a
to
Name:
Address;
City;
Tills;
Stater ZIP;
Name;
Tille:
Allrnsm;
City:
3ta#P; ZIP:
Name;
Title:
Address:
City;
State; Zip:
7 Briefly describe the netum of business:
S Certiiicstion of annual reportmust be completed by all eorpomillons
signature (form moo ba IRARi jyj all officer ofof/rearpporsGon)
Ali L11% Ql, /1 16,&9A i
4ype ar Print Name
NOWMIL 1011AM2
7yIM

RE: cobblestone
Subject: RE: cobblestone
From: "Chris Russell' <[e-mail]>
Date: Tue, 2 Aug 2005 16:08:12 -0400
To: "'Robert Gordon"' <[e-mail]>
YEP, GOT IT, SORRY IT TOOK LONGER THAN EXPECTED, HAD SOME TROUBLE WITH MY
ADOBE SOFTWARE AND HAD TO REINSTALL. LET ME KNOW IF YOU NEED ANYTHING ELSE.
THANKS
CHRIS
-----Original Message -----
From: Robert Gordon[mailto:[e-mail]]
Sent: Tuesday, August 02, 2005 2:39 PM
To: [e-mail]
Subject: cobblestone
Chris,
Do you have those changes for cobblestone? I got back from the field
early and wanted to get the permit out today. If not, just send me an
email and I will make the changes.
Rob Gordon
Express Stormwater Permitting
[phone]
Content -Type: application/pdf
SW Management Permit8-2-05.pdf
Content -Encoding: basc64
1 of 1 8/2/2005 4:26 PM

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
Jdy 21, 2005
Mr. Robert Gordon
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Cobblestone Village.
Sunset Beach, NC
Additional Information
Dear Mr. Gordon:
Enclosed is the additional information requested by your office regarding the stormwater
application for Cobblestone Village. I am including pages 1 & 2 of the Stormwater Management
Permit Application, pages 1 & 2 of the Low Density Suplement, impervious allocation table and
the signed deed restrictions. Please replace the pages in the previously submitted applications
with the updated information.
If you have any questions or require any additional information, please contact me at our office.
;
Enclosures
copy: Mr. William Niblock
File: 0653 (Cobblestone Village)
JUL-.,
BY:

[Fwd: Cobblestone Village]
f
i
Subject: [Fwd: Cobblestone Village]
From: Robert Gordon <Robert. [e-mail]>
Date: Tue, 05 Jul 2005 15:46:55 -0400
To: [e-mail]
Chris,
See attached.
Rob
Alan,
I spoke with Chris<Russel about this earlier (but I did not have his email), there
were only a few issues with the Cobblestone Village stormwater permit so I guess go
ahead and consider this the formal additional information request.
* Please submit a copy of the proposed deed restrictions.
* Please correct the lat/long on the application (I told Chris he
could email or fax me the first page only)
* (Not sure if you have any insight into this one, I have a call
into the owner) William Niblock is listed on the application as
the owner. The only documentation with the NC Secretary of States
office for William Niblock has him as the Vice President, not the
owner. His address is also different. Please correct these
discrepancies.
If I have not heard from you in a few days, I will go ahead and send out the formal
additional information letter to remind you of these items. Give me a call if you
have any questions, Thanks.
Rob Gordon
[phone]
Content -Type: message/rfc822'�
Cobblestone Village)
Content -Encoding: 7bit
I
1 of 1 1, 7/5/2005 3:52 PM

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
July 5, 2005
Mr. Cameron Weaver
Express Pennitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Cobblestone Village
Sunset Beach, NC
Express Permit
Dear Mr. Weaver.
Enclosed is the Express Permit Fee required for Cobblestone Village. This submittal is for a Low density
residential stormwater permit with 4.3 acres of disturbance draining to an existing on -site lake. It is my
understanding that an express permit fee of $3,500 is required. The breakdown of the fee is as follows:
Stormvvater Express Fee = $2,000
(Low density, treated by roadside swales)
Erosion Control Express Fee = $1,250
($250/acre for 4.3 acres - rounded to 5 acres)
Erosion Control Area of Disturbance = $250
($50/acre for 4.3 acres - rounded to 5 acres)
If you have any question or require any additional information, please contact me at our office.
Sincerely,
J. Christian Russell
Enclosure: Check for $3,500
copy: Mr. William Niblock
Robert Gordon
File: 0653 (Cobblestone Village)

Fax: [phone]
Office: 910.754.8029
July s, 2005
East Coast
Engineering Company, P.A.
Consulting Engineers
Mr. Robert Gordon
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: Cobblestone Village
Sunset Beach, NC
Low Density Project - Express Submittal
Dear Mr. Gordon:
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
On behalf of our client, enclosed is a submittal package for Cobblestone Village located in
Sunset Beach, NC. Our client is requesting that this application be processed with the Express
Permitting Process. The project is a low density residential subdivision, and runoff will sheet
flow from impervious surfaces to roadside swales and then to an existing on -site lake.
An express fee is being submitted to Mr. Cameron Weaver for Stormwater Permit Fees. The
following presents the various components of the enclosed submittal package:
1. One original and one copy of the Sw"m&&rYIxazpwr PbnitAIpkzt�n Farm
2. One original and one copy of the L owDerz* StVpl nvr to the Stormwater Plan.
3. Two sets of plans to include the following sheet that are relative to the stormwater
application: Cover Sheet, sheet 2 of 8, sheet 4 of 8, sheet 5 of 8 and sheet 8 of 8.
4. A Project Narrative, sheet 1 of 1.
If you have any questions or require any additional information, please contact our office.
Since y,
Alan�-----
Enclosures C) 72-5
copy: Mr. William Niblock
File: 0653 (Cobblestone Village)

Jung 22 05 08: 16a
P.2
NCDENR
North Carolina Department of Environment and Natural Resour
127 Cardinal
V l Drive Extension, Wilmington, NC 26405 [phone] FAX
Request for Express Permit
I �-app
B 41 aP-
0)350-2004
FILL-IN all information below and CHECK required Permit(s .
FAX to Cameron Weaver along with a narrative and vicinity map of the project location.
Projects must be submiifed by 9.00 A.M. on the review date, unless prior arrangements are made.
DATE: 6122/05
APPLICANT Name: William Niblock
Company: Niblock Development Company.
Address: 436 Channing Circle City__Concord Zip 28027 County _
Phone [phone] Fax Emall
PROJECT Name: Cobblestone Village.
ENGINEER/CONSULTANT Name: East Coast Engineering Company, PA
Company: East Coast Engineering Company, PA
Address_ 4918 Main Street City_Shallotte Zip: 28459 -County—Brunswick
Phone_ 910-754-8029 Fax [phone] Email: cnissell®ececpa.com
❑ STREAM ORIGINATION CER77FICATION
® STORMWATER ® Low Density ❑ High Density -Detention Pond ❑ Off site®
❑ Low Density -Curb & Gutter ❑ High Density-InfiltrationO
®The Soils Scientist must visit the site to confirm the soils prior to submittal.
®The Designer's Certification and recorded deed restrictions must be submitted.
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ® Erosion and Sedimentation Control Plan
WETLANDS (401 ❑ No Wetlands on Site (letter from COE) ❑ Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted ❑ Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑ Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50% of the original Express Review permit application fee,
to be charged for subsequent reviews due to the insufficiency of the permit applications.
SUBMITTAL DATES:
SW
CAMA
LOS
401
For DENR use only
Fee Split for multiple permits:
T©tai Fee Amount $

Jun 22 05 08:16a
p.3
Fax: [phone]
Office: 910.754.8029
East Coast
Engineering Company, P.A.
Consulting Engineers
Cobblestone Village
Brunswick County, North Carolina
STORMWATER AND EROSION CONTROL NARRATIVE
4918 Main Street
Post Office Box 2469
Shallotte, NC 28459
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea Trail development. The developer proposes to
construct roads, and install water utilities to serve 57 residential lots. The total project area is 18.442
acres. The developer proposes to disturb 4.3 acres.
Stormwater will sheet flow from all impervious areas. The developer proposes to install asphalt
roads throughout the subdivision, with flat concrete curbing, that will allow the stormwater to sheet
flow to roadside swales and then to an existing on -site 0.8 AC lake that exceeds the 1800 CF per
acre of disturbed area storage volume. The lake will serve as the primary sediment control measure.
The proposed lots will be allocated 2911 SF impervious area. The overall impervious area of the
project will be low -density. The project will be less than 30 percent impervious.
A construction entrance will be installed to prevent sediment from leaving the site by construction
vehicles. Temporary silt fencing, temporary diversion swales, and temporary sediment basins will be
used to prevent any significant amounts of sediment from leaving the site, or entering any wetland
areas. These measures shall be inspected regularly, and the accumulated sediment removed to
prevent the conveyance of sediment to any off -site areas.
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing, and/or asphalt pavement.

�-d e9r:80 SO zz! unr

I
n 22 05 08:16a
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF 4 (including cover page)
TO: Mr. Cameron Weaver
OF Division of Water Quality
AT 127 Cardinal Drive Ext.
Wilmington, NC 28405
PHONEX [phone]
FAX [phone]
FROM Chris Russell
SUBJECT- Cobblestone Village Express Review Request
Cameron,
F_ tA 91WWhA
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE # [phone]
FAX # [phone]
I would like to schedule a review via the Express Process. I would like to
have a review date as soon as possible, the plans are ready and the client is
motivated. Please let me know what the date will be and what the fees will
be. I calculate them to be $3500.00 but I want to be sure.
Thanks,
Chris
pc: File; 0653 (Cobblestone Village)
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

Jun 22 05 08:16a p.2
e N
NCDENR P
North Carolina Department of Environment and Natural Resources
127 Cardinal Drive Extension, Wilmington, NC 28405 [phone] FAX [phone]���
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s). 7f��
FAX to Cameron Weaver along with a narrative and vicinity man of the project location.
Projects must be submitted by 9.W A.M. on the review date, unless prior arrangements are made.
DATE: 6/22/05
� r
APPLICANT Name:
Company:
Address:
Phone
William Niblock l ' �
Niblock Development Company. W
436 Channin Circle City —Concord Zip 28027 County _
704-788-4818 Fax Email
PROJECT Name: Cobblestone Village.
9 225
ENGINEER/CONSULTANT Name: East Coast Engineering Company, PA
Company: East Coast Engineering Company, PA
Address_ 4918 Main Street City_Shallotte Zip: 28459 County —Brunswick
Phone [phone] Fax [phone] Email: [e-mail]
❑ STREAM ORIGINATION CERTIFICATION
® STORMWATER ® Low Density ❑ High Density -Detention Pond ❑ Off site®
❑ Low Density -Curb & Gutter ❑ High Density-Infiltration0
®The Soils Scientist must visit the site to confirm the soils prior to submittal.
®The Designer's Certification and recorded deed restrictions must be submitted.
-------------------------------------------------------------------------------------------------------------------------------------------------------
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ® Erosion and Sedimentation Control Plan
❑ WETLANDS (401 ❑ No Wetlands on Site (letter from COE) ❑ Wetlands Delineated/No JD
❑ Greaterthan 0.1 AC Wetlands Impacted ❑ Jurisdictional Determination has been done
❑ Less than 0.1 AC Wetlands Impacted ❑ Greater than 0.5 AC Wetlands Impacted
The legislation allows additional fees, not to exceed 50 % of the original Express Review permit application fee,
to be charged for subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $
Total Fee Amount $

Jun 2,2 05 08:16a
p.3
Fax: [phone]
Office: 910.754.8029
East Coast
Engineering Company, P.A.
Consulting Engineers
Cobblestone Village
Brunswick County, North Carolina
4918 Main Street
Post Office Box 2469
Shallothe, NC 28459
Cobblestone Village Subdivision is located in Brunswick County in the Sunset Beach area. The
project area is located off NC 179 in the Sea Trail development. The developer proposes to
construct roads, and install water utilities to serve 57 residential lots. The total project area is 18.442
acres. The developer proposes to disturb 4.3 acres.
Stormwater will sheet flow from all impervious areas. The developer proposes to install asphalt
roads throughout the subdivision, with flat concrete curbing, that will allow the stormwater to sheet
flow to roadside swales and then to an existing on -site 0.8 AC lake that exceeds the 1800 CF per
acre of disturbed area storage volume. The lake will serve as the primary sediment control measure.
The proposed lots will be allocated 2911 SF impervious area. The overall impervious area of the
project will be low density. The project will be less than 30 percent impervious.
A construction entrance will be installed to prevent se&-nent from leaving the site by construction
vehicles. Temporary silt fencing, temporary diversion swales, and temporary sediment basins will be
used to prevent any significant amounts of sediment from leaving the site, or entering any wetland
areas. These measures shall be inspected regularly, and the accumulated sediment removed to
prevent the conveyance of sediment to any off -site areas.
The primary permanent erosion control measures that will remain after the temporary measures are
removed will be permanent grassing, and/or asphalt pavement.

b�
ax asnaxsnzo
lot
V06 Dk*l
Ci
�'d e9T:80 5Q as unr

in 22 05 08:16a
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF.__ _ 4 (including cover page)
we, J
Mr. Cameron Weaver
OF Division of Water Quality
,AT 127 Cardinal Drive Ext.
Wilmington, NC 28405
PHONED [phone]
FAxa [phone]
FROM
SUBJECT: Cobblestone Village Express Review Request
Cameron,
Chris Russell
p.1
DATE: —W22LU-
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE # [phone]
FAX # [phone]
I would like to schedule a review via the Express Process. I would like to
have a review date as soon as possible, the plans are ready and the client is
motivated. Please let me know what the date will be and what the fees will
be. I calculate them to be $3500.00 but I want to be sure.
Thanks,
Chris
pc: File; 0653 (Cobblestone Village)
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary October 21, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. John D. Frink
3 Frink Street
Ocean Isle Beach, North Carolina 28469
Subject: Certification of Compliance
with Stormwater Regulations
Stormwater Project No.920725
Seatrail Plantation;
Frink Patio Homes
Brunswick County
Dear Mr. Frink:
The Wilmington Regional Office received the Stormwater
Submittal for the Frink Patio Homes at Seatrail Plantation on
July 31, 1992, with final information on October 20, 1992. Based
on our review of the project plans and specifications, including
deed restrictions (copy attached) which limit the built -upon area
to 3500 square feet for each of the 47 numbered lots, we have
determined that the project complies with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1003(a)-(3).
Any modification of the plans submitted to this Office or
further development of this site will require an additional
Stormwater Submittal/Modification and approval prior to
initiation of construction. Modifications include but are not
limited to; project name changes, transfer of ownership, redesign
of built -upon surfaces, addition of built -upon surfaces, redesign
or further subdivision of the project area.
This Certification shall be effective from the date of
issuance until rescinded. The project shall be constructed and
maintained in accordance with the plans and specifications
approved by the Wilmington Regional Office. This Certification
does not supersede any other permit or approval. The developer
is responsible for obtaining any and all permits and approval
necessary for the development of this project. This could
include the Division of Coastal Management under CAMA
requirements, The niv;.si.on of Environmental Management under
Wetland 401 Water Quality Certification and/or a Dredge and Fill
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28Q5-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Frink
Stormwater Project No. 920725
October 21, 1992
Page Two of Two
-----------------------------
Permit and/or a Sewer Extension/Collection Permit, U.S. Army
Corps of Engineers 404 Wetland Permit, local County or Town
Agencies under their local ordinances, or others that may be
required.
Deed restrictions must be recorded with the Register of
Deeds Office. A copy of the recorded deed restrictions,
including deed book number and page, must be forwarded to this
Office within 30 days of the date of the recording. Failure to
record and/or submit the deed restrictions to this Office is
considered a violation of this Certification.
If you have any questions concerning this matter, please
contact Alexis Finn or me at [phone].
Sincerely,
Dave Adkins
Water Quality Supervisor
DA/aif: 920725.00T
cc: Alan C. Lewis
Robert Tucker, Brunswick County Building Inspections
Alexis Finn
Wilmington Regional Office
Central Files

COMPLIANCE WITH STORMWATER REGULATIONS
In accordance with Title 15 NCAC 2H.1003(a)(2), the following DEED
RESTRICTION AND PROTECTIVE COVENANT shall be recorded in the
Brunswick County Registry. Said Deed Restriction and Protective Covenant
shall apply to the Frink Patio Home project in Sunset Beach, North Carolina
as shown on design plans titled "Erosion Control and Stormwater Plans -
Frink Patio Homes" prepared by Houston and Associates, P.A. dated August
11, 1992.
'No more than 3,500 square feet of any residential lot within the
'Stormwater Project Limits'; and no part of the designated 'Common Areas';
shall be covered by structures and/or paved surfaces, including walkways or
patios of brick, stone, slate, or similar materials. This covenant is intended
to insure continued compliance with stormwater runoff rules adopted by the
State of North Carolina and therefore benefits may be enforced by the State
of North Carolina. This covenant is to run with the land and shall be binding
on all parties and all persons claiming under them."
John D. Fhnk
3 Frink Street
Ocean Isle Beach, NC 28469
Phone: [phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I. Meleta B. Humbert
Brunswick, State of North Carolina,
personally appeared before me this day
(g-z
t
,Odignature)-
10/16/92
(date)
a Notary Public of t
hereby certify that Jc
and executed the above
ie County of
in D. Frink
certification.
Witness my hand and notarial seal, this 16th day of October, 1992.
ovj,,0.41441199 arr',r
-ol
to �.
G RV- a
i
toAb 8�\
/CK CONS ;,
1111111I1111����,
My Commission
expires May 6, 1996
(Notary Public)
OCT 2 0 1992
r,,

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State of North Carolina
Department of Environment, Health, and Natural 'Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary October 9, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Alan C. Lewis
Houston and Associates
Post Office Box 2927
Shallotte, North Carolina 28459
Subject: Additional Information
Stormwater Project No.920725
Seatrail Plantation, Frink Patio Homes
Brunswick County
Dear Mr. Lewis:
The Wilmington Regional Office received additional
.information regarding the Stormwater Submittal for Seatrail
Plantation, Frink Patio Homes on dated September 11, 1992. A
review of that information has determined the following
information remains needed to complete the stormwater review:
,J
1. Please reduce the velocity of 4.43 fps by replacing the
`pyzo� triangular Swale at culvert No. 1 with a trapezoidal
to swale. The grade of 4.8% would round to 5W putting it
in a category of erosive velocities exceeding 4%.
2. The above water quality concerns are the basis of the
request for an Operation and Maintenance Plan for
vegetative swales. As stated in the information
request dated September 3, 1992, an Operation and
Maintenance Plan must be provided which emphasizes
vegetative stabilization and minimizes erosion. This
plan must be signed by the owner(s) and the signature
notarized. The plan should also contain the owners
name, address, phone, and date signed.
3. Common areas must be designated on the site plan and
,C>t deed restrictions should note that common area is
restricted from any built upon surface.
-continued-
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Lewis
October 9, 1992
Stormwater No.920725
---------------------
4. Please provide the "outlet protection detail and notes"
mentioned on the site plan.
of/ 5. Provide the characteristics (ie. grade, side slopes,
bottom width, shape, vegetation, baseflow) and a cross
section of the outlet ditch.
The requested information should be received by this Office
prior to October 30, 1992, or the submittal will be returned as
incomplete.
If you have any questions concerning this matter, please
call me at [phone].
Sincerely,
Dr-v-��
Ms. Alexis I. Finn
Environmental Engineer
DA/aif: 920725.00T
CC: (2) Alexis Finn
Central Files

HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHALLOTM, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Alexis Fins, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Friday, October 16, 1992
Subject: Frink Patio Homes
Stormwater Project No. 920725
Response to DEM 10/9/92 Review Letter
Transmittal of Requested Additional Information
Dear Ms. Finn:
RECEIVED.
OCT 19 1999
Wilmington Regional WIN
DEM
We have revised the stormwater and erosion control plans for the
subject project as a result of your review letter of October 9, 1992.
Following is a listing of your comments accompanied by the action taken by
us to comply:
1. Please reduce velocity ... at culvert No. 1...
The channel downstream of Culvert No. 1 has been changed from a
triangular shape to a trapezoidal shape with a 2-foot bottom width.
The channel slope has been reduced from 4.8% to 4.0%. The
resultant velocity with these changes is 3.97 fps.
2. ... Operation and Maintenance Plan...
An executed and notarized Operation and Maintenance Plan is
enclosed.
3. Common areas must be designated...
Common areas have been designated on Sheets No. 2 and 4 of the
plans. Revised and executed deed restrictions which specifically
address the common areas are enclosed.
4. Please provide the "outlet Protection detai U u L`
LJ
The outlet protection detail and notes are showgUn2& iWNTo. 2.
DrZm

Ms. Alexis Finn Page 2 Frink Patio Homes
October 16, 1992 Stormwater Submittal
5. Provide the characteristics ... of the outlet ditch.
The "Swale Data Table" has been expanded to include the outlet
ditch. As with the rest of the channels addressed in this table,
information is presented which describes the characteristics of the
outlet ditch.
Along with the Operation and Maintenance Plan and revised deed
restrictions mentioned above, we have enclosed one set of revised plans, and
revised and new hydraulic calculations,
Your prompt attention to this matter is appreciated. We appreciate your
assistance and look forward to hearing from you at your earliest convenience.
Sincerely,
Alan C. wis, Vice -President
Houston and Associates, P.A.
Enclosures
cc: Mr. John D. Frink, Owner
File; 91-0832 (John Frink Property @ Sea Trail Plantation)
Si0Rh9WATER
. I
OCT 2 0 1992
V
D.twl
-j0j.# 9ao�2 S
e i

State of North Carolina
L..#epaituni ent of'Environ-ini ent, Health, and Na�,ural Resvurcey
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary September 3, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Alan C. Lewis, Vice -President, P.E.
Houston and Associates
Post Office Box 2927
Shallotte, North Carolina 28459
Subject: Additional Information
Stormwater Project No.920725
Seatrail Plantation, Frink Patio Homes
Brunswick County
Dear Mr. Lewis:
The Wilmington Regional Office received a Stormwater
Submittal for Seatrail Plantation,' Frink Patio Homes on August
18, 1992. A preliminary review of that information has
determined that the submittal for the subject project is not
complete. The following information is needed to continue the
stormwater review:
Notarized Deed Restrictions (,mni+ 4 o iSuQ
- Q. Notarized submittal authorization
v11r. Delineate vegetative swale adjacent to cuvert #1
the site plan.°
4. Differentiate trapezoidal swales from triangular.'°
on
�_��._
CA
5. Grade of swales must be held below 5k.
6. Erosive velocities should be 'used td determine ifjute
thatching is required as opposed to channel grade. Two
sets of erosive velocity calculations are required,
bare earth and specific vegetation. Three of the
proposed swales appear to have earn velocities in
excess of that allowable for lah 'IS as Permanent
stabilization must be provided.
' ``A''` " -continued-
. t.
"'� .c`_._`' F-.ck.c.;.i� C.l.�..t...:'T'it�..Z p� ,�.i��,:�•__.. C 4a :,. � �.t� �'.,"'�t'..1s
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Tele1 )hone 919-395-3900 Fax [phone]
An Equal Opportunity Affirmative Actior i Employer

Mr. Lewis
September 3, 1992
Stormwater No.920725
---------------------
7. Provide a Operation and Maintenance
P plan which
emphasizes erosion potential and vegetative
stabilization techniques. This plan must be signed and
notarized. It should also contain the owners name,
address, phone, and date signed.
S. This Office recommends some buffer in the maximum
build upon area per lot.
Please note that this request for additional information is
in response to a preliminary review. The requested information
should be received by this Office prior to September 25, 1992,
or the submittal will.be returned as incomplete.
If you have any questions concerning this matter, please
call me at [phone].
Sincerely,
Ms. Alexis I. Finn
Environmental Engineer
DA/aif: 920725.SEP
cc: (2) Alexis Finn
Central Files

HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Alexis Finn, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Friday, September 11, 1992
Subject: Prink Fatio Homes
Response to DEM 9/3/92 Review Letter
Dear Ms. Finn:
RECEIVEDi
SEP414 40
Wilmington Regional OfliC4,
DEM
We have revised the stormwater and erosion control plans for the
subject project as a result of your review letter of September 3, 1992.
Following is a listing of your comments accompanied by the action taken by
us to comply:
1. Notarized Deed Restrictions
Notarized deed restrictions are enclosed.
2. Notarized Submittal Authorization SAP , 5 1�2
D E IVY
Notarized submittal authorization is enclosed. Pl of # .'N;ZE
3. Delineate vegetative swale adjacent to culvert # 1...
The center line of the swale has been added to the plans. The
length of swale has been noted to be at least 30 feet long.
4. Differentiate trapezoidal swales from triangular.
The channel shapes are presented in the "Swale Data Table
5. Grades of swales must be held below 5%.
See "Swale Data Table" for confirmation of compliance.

Ms. Alexis Finn Page Two Frink Patio Homes
September 11, 1992 Stormwater Submittal
6. Erosive velocities should be used...
We have specified channel slopes for all swales so that velocities do
not exceed 4.5 fps. Temporary channel protection is called out for
all channels. Permanent stabilization is not called out due to the
reduction of velocity below that required for bahiagrass and some
other grasses. (See "Swale Data Table".)
7. Provide an Operation and Maintenance plan...
We respectfully request reconsideration of this requirement. The
"Rules" are vague on this point as it relates to "Density Limit"
submittals. Should you, in your reconsideration, determine that
such a notarized plan is still required, please inform us at your
earliest convenience. (It is noted that erosion control notes already
address this matter to a degree.)
8. This OffIce recommends some buffer...
This recommendation is well taken; however, we prefer not to
revise the existing built upon area per lot.
Along with the copies of the deed restrictions and submittal
authorization mentioned above, we have enclosed are two copies of revised
Plan Sheet Number 2, and revised calculations for swale hydraulics. Since
the "swale" revisions relate directly to erosion control considerations, we are
sending a copy of this letter, revised Plan Sheet Number 2, and revised
calculations to Mr. Dan Sams.
Your attention to this matter is appreciated. We look forward to hearing
from you.
Sincerely,
Donald M. Covil, P.E.
Houston and Associates, P.A.
Enclosures
cc: Mr. John D. Frink, Owner
Mr. Dan Sams, P.E., NCDEHNR - Land Quality Section
File; 91-0832 (John Frink Property @ Sea Trail Plantation)

DENSITY REVIEW
PROJECT NAME: Sea-T2p t__ Py,�a„ wee - < dWIEWER:
PROJECT No. DATE: q Z
DRAINAGE BASIN: (A.ds � , CcFa.. ^ CLASS: Sk ALLOWABLE B/U,, %: (P6012' �
.P _ i
SITE AREA= 43 Z, oc, 4 -.-P t 3Ss (o, 9 z o sir = q f.Fci i1 -4 59 r- I$ ,$
ROAD AREA= (Q4c01+ a5�`+- c. � Zo + C14c.gTSs4+VP-4-
NUMBER
APPROXIMATE AREA per LOT= B, 5-co s•;� L `/3 A-c-e'e
If yes then: Buildable Area/Lot=[(site * density) -road area]/# lots
�C �► 8 ►q 27,A © . 3o) -- t? (,, , 4 q $ _--P /477- _ _3 Ce 0 0 Sr A o-r--
tto-rE 'DEp,�,-rKrortc.& -e-r ra jeo jec-rAeeh 18,`)42 Acees Ss�3333 s-4
ch,-.L 3500-,x /, c,
NOTE: DEED RESTRICTSALLOWABLE B/U AREA/LOT _ of/lot WHICH
IS < OR > 3�BL
-O©sf/lot. THEREFORE (UN) CEPTAE (INITIALS)
- - - - Y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------
LOT > 1/3 ACRE ? YES NO
If yes then:Buildable Area/Lot=[(site-right of way)*density]/# lots
r
Ir
NOTE: DEED RESTRICT ALLOWABLE B/U AREA/LOT TO sf/lot WHICH
IS < OR > sf/lot. THEREFORE (UN) ACCEPTABLE. (INITIALS)
INFORMATION REQUIRED PROVIDED REQUEST
DEED RESTRICTIONS >'
DENSITY SUBMITTAL FORM
DENSITY CALCULATIONS
NOTARIZED SUBMITTAL AUTHORIZATION
SITE PLAN WITH:
PROPERTY LINES
STREET X-SECT
LOCATION MAP

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James G. Martin, Governor Bob Jamieson
William W. Cobey, Jr., Secretary August 10, 1992 Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
Mr. Alan C. Lewis, Vice -President
Houston and Associates, P.A.
Post Office Box 2927
Shallotte, North Carolina 28459
Subject: Additional Information
Stormwater Project No.920725
Frink Patio Homes
Brunswick County
Dear Mr. Lewis:
On July 31, 1992 the Wilmington Regional Office received a
Sedimentation and Erosion Control Plan for Frink Patio Homes.
To -date however, this Office has not received a Stormwater
Submittal regarding stormwater management for Frink Patio Homes.
Please be aware that any site which requires either a
Sedimentation and Erosion Control Permit and/or a CAb A Major
Permit will also require a Certification of Stormwater Exemption
or Approval by the Division of Environmental Management. Any
construction on such a site, prior to receipt of the required
Certification, will constitute a violation of 15A NCAC 2H.1003
and will result in appropriate enforcement by this Office.
A Stormwater Submittal must be received by this Office no
later than August 28, 1992, or the subject file will be closed
and construction may experience subsequent delay. If your have
any questions, please call me at telephone number [phone].
DA/aif: 920725.AUG
cc: (2) Alexis Finn
Sincer ,
Ms. Alexis I. Finn
Environmental Engineer
Central Files
Robert Tucker, P.E., Brunswick County Planning Department
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

1
AUTIELORIZATION FOR PREPARATxJN OF
STORMWATER PLANS AND SPECIFICATIONS
AND
SUBMITTAL TO THE NORTH CAROLINA
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT: FRIlITK PATIO HOMES
I, John D. Frink, owner of a tract of land to be developed for residential
land use, do hereby authorize Houston and Associates, P.A., Consulting
Engineers, located in Shallotte, North Carolina, to prepare stormwater plans
and specifications for Frink Patio Homes as necessary to make submittal to,
and obtain approval from, the North Carolina Department of Environment,
Health and Natural Resources, Division of Environmental Management
(NCDEHNR DEM) .
It is my understanding that said submittal is to be made to the
NCDEHNR DEM on my behalf, as required under 15A NCAC 2H. 1003, for
compliance to the North Carolina Stormwater Regulations.
WITNESS my hand this day of August, 1992.
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
[phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, Meleta B. Humbert , a Notary Public of the State of North
Carolina, County of Brunswick do hereby certify that John D. Frink personally
appeared before me this day and executed the above authorization.
,.'<,3teavvvvrrr
SS, my hand and notarial seal this the 12th day of August,
i io .. � 992 ��� ♦r
Z
�e- ,� ��` NOT Yy1 +P B
G
C A=f; `dnlmission expires May 6, 1996
CEP t S 1992
DEM
��or � 9�o3za

COMPLIANCE WITH ,'rORMWATER REGULATIONS
In accordance with Title 15 NCAC 21-1.1003(a)(2), the following DEED
RESTRICTION AND PROTECTIVE COVENANT shall be recorded in the
Brunswick County Registry. Said Deed Restriction and Protective Covenant
shall apply to the Frink Patio Home project in Sunset Beach, North Carolina
as shown on design plans titled "Erosion Control and Stormwater Plans -
Frink Patio Homes" prepared by Houston and Associates, P.A. dated August
11, 1992.
'No more than 3,500 square feet of any residential lot within the
"Stormwater Project Limits" shall be covered by structures and/or paved
surfaces, including walkways or patios of brick, stone, slate, or similar
materials. This covenant is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina and therefore
benefits may be enforced by the State of North Carolina. This covenant is to
run with the land and shall be binding on all parties and all persons claiming
under them."
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
Phone: [phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
�� 'S 10,
signature)
0-1.:X —,9. 2---
(date)
I, Meleta B. Humbert , a Notary Public of the County of
Brunswick, State of North Carolina, hereby certify that John D. Frink
personally appeared before me this day and executed the above certification.
Witness my hand and notarial seal, this 12th day of August, 1992.
b �v bey+a ^Y•(" f• • .
Meleta B. H ert
AU (Notary Public)
My Commission expires May 6, 1996

A J08 rZ AIje� �►�ie �lnM,�S
Houston and Associates, P.A. SUBJECT o-. - i'l lm- a l' yam f
CONSULTING ENGINEERS SHEET No. ► OF
4918 Main Street Post Office Box 2927 CALCULATED BY DATE,%92
Shallotte Nord? Carolina 28459 [phone] CHECKED BY DATE
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CHANNEL IDENTIFICATION: SWALE FROM CULVERT # 1
FLOWRATE: 4 . i r21 04,3 CFS
CHANNEL SHAPE: TRIANGULAR
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .048
SLOPE OF CHANNEL BANKS: .33333 ( VERT / HORE )
DEPTH OF FLOW: .55 FT.
VELOCITY: 4.430857 FPS
CHANNEL'IDENTIFICATION:
FLOWRATE: 4.077953 CFS
CHANNEL SHAPE: TRIANGULAR
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM:
SLOPE OF CHANNEL BANKS:
:
DEPTH OF FLOW: .64 FT.
VELOCITY: 3.318E14 FPS
SWALE FROM CULVERT # 2
.022
• 3Jrt "(VERT/HORZ)
3333 J
CHANNEL IDENTIFICATION: SWALE FROM CULVERT # 3
FLOWRATE: 23.12618 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .016
WIDTH OF CHANNEL BOTTOM: 3 FT.
SLOPE OF CHANNEL BANKS: .33333
DEPTH OF FLOW: .91 FT.
VELOCITY: 4.435124 FPS
(VERT/HORZ)
CHANNEL IDENTIFICATION: CwAAp Fgpt4 wivo2r# 4c.
FLOWRATE: 12.00135 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .0.25
WIDTH OF CHANNEL BOTTOM: 2 FT.
SLOPE OF CHANNEL BANKS: .33333 (VERT/HORZ)
DEPTH OF FLOW: .67 FT.
VELOCITY: 4.466924 FPS

CHANNEL _IDENTIFICATION: SWALE BETWEEN LOTS 33 & 34
FLOWRATE : 10.1A723 CFS
CHANNEL SHAPE: TRAPE-ZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .023
WIDTH OF CHANNEL BOTTOM: 2 FT.
SLOPE -OF CHANNEL BANKS: .33333 (VER.T/HORZ)
DEPTH OF FLOW: .6 FT.
VELOCITY: 4.450 17 FPS
:,

AUTI110RIZATION FOR PREPARATiLJN OF
STORMWATER PLANS AND SPECIFICATIONS
AND
SUBMITTAL TO THE NORTH CAROLINA
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT: FRIlVK PATIO HOMES
I, John D. Frink, owner of a tract of land to be developed for residential
land use, do hereby authorize Houston and Associates, P.A., Consulting
Engineers, located in Shallotte, North Carolina, to prepare stormwater plans
and specifications for Frink Patio Homes as necessary to make submittal to,
and obtain approval from, the North Carolina Department of Environment,
Health and Natural Resources, Division of Environmental Management
(NCDEHNR DEM.-
It is my understanding that said submittal is to be made to the
NCDEHNR DEM on my behalf, as required under 15A NCAC 2H. 1003, for
compliance to the North Carolina Stormwater Regulations.
WITNESS my hand this day of August, 1992.
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
[phone] U v U 9 Q V E
SEP 15 1"2
DEM
I, Meieta B. Humbert , a Notary Public of -the State of North
Carolina, County of Brunswick do hereby certify that John D. Frink personally
appeared before me this day and executed the above authorization.
t�TNESS, my hand and notarial seal this the 12th day of August,
�44v a1•V�4•. `� I
I
NOTAAY PUBLIC
�'''�• ,� ,, 6imission expires May 6, 1996

COMPLIANCE WITH 5'TORAIWATER REGULATIONS
In accordance with Title 15 NCAC 2H.1003(a) (2), the following DEED
RESTRICTION AND PROTECTIVE COVENANT shall be recorded in the
Brunswick County Registry. Said Deed Restriction and Protective Covenant
shall apply to the Frink Patio Home project in Sunset Beach, North Carolina
as shown on design plans titled "Erosion Control and Stormwater Plans -
Frink Patio Homes" prepared by Houston and Associates, P.A. dated August
11, 1992.
'No more than 3,500 square feet of any residential lot within the
►►Stormwater Project Limits" shall be covered by structures and/or paved
surfaces, including walkways or patios of brick, stone, slate, or similar
materials. This covenant is intended to insure continued compliance with
stormwater `rungf'rules adopted by the State of North Carolina and therefore
benefits may be enforced by the State of North Carolina. This covenant is to
run with the land and shalt be binding on all parties and all persons claiming
under them."
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
Phone: (919) 579�6464
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
signature)
(date)
I, Meleta B. Humbert , a Notary Public of the County of
Brunswick, State of North Carolina, hereby certify that John D. Frink
personally appeared before me this day and executed the above certification.
Witness my hand and notarial seal, this 12 th day of August, 1992.
4�
- Meleta B. Hthnbert
A ; (Notary Public)
Or co"1k, Y \ %
My Commission expires May 6, 1996 .

- Houston and Associates, P.A. JOB �f 1VAK A �° �ln,tiES f
SUBJECT
CONSULTING ENGINEERS SHEET No. of
4918 Main Street Post Office Box 2927 CALCULATED BY DATE 4l 7,Z
Shallotte'North Carolina 28459 [phone] CHECKED BY DATE
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CHANNEL IDENTIFICATION:
FLOWRATE: 4.021043 CFS
CHANNEL SHAPE: TRIANGULAR
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM:
SLOPE OF CHANNEL BANKS:
DEPTH OF FLOW: .55 FT.
VELOCITY: 4.430857 FPS
SWALE FROM CULVERT ## 1
.048
.33333 ( VERT / HOR7 i
1
CHANNEL IDENTIFICATION: SWALE FROM CULVERT # 2
FLOWRATE: 4.077953 CFS
CHANNEL SHAPE: TRIANGULAR
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .022
SLOPE OF CHANNEL BANKS: .33333 (VERT/HOR)
DEPTH OF FLOW: .64 FT.
VELOCITY: 3.318614 FPS
CHANNEL IDENTIFICATION: SWALE FROM CULVERT:# 3
FLOWRATE: 23,12618 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE:: .03
SLOPE OF'CHANNEL BOTTOM: .016
WIDTH OF CHANNEL BOTTOM: 3 FT.
SLOPE OF CHANNEL BANKS: .33333 (VERT/HORZ)
DEPTH OF FLOW: .91 FT.
VELOCITY: 4.435124 FPS
CHANNEL IDENTIFICATION- C► AAA FXp" w4.v+-+tr* it.
FLOWRATE: 12.00135 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .025
WIDTH OF CHANNEL BOTTOM: 2 FT.
SLOPE OF CHANNEL BANKS: .33333 (VERT/HORZ)
DEPTH OF FLOW: .67 FT.
VELOCITY: 4.466924 FPS

..... ......
ov,� 9//ofg2-
CHANNEL IDENTIFICATION: SWALE BETWEEN LOTS 33 & 34
FLOWRATE: 10.14723 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .023
WIDTH OF CHANNEL BOTTOM: 2 FT.
SLOPE -OF CHANNEL BANKS: .33333 (VERT/HORZ)
DEPTH OF FLOW: .6 FT.
VELOCITY: 4.450517 FPS

FRINH PATIO HOMES
STORMWATER FACILITIES OPERATION & MAINTENANCE PLAN
OBJECTIVES: Overland flow over grassed surfaces, and detention in the pond area provide the
primary means for optimizing stormwater quality prior to the discharge of subject stormwater
to surface waters on and/or off site. This being the case, the primary objectives of this
Operation & Maintenance Plan is to provide for: 1) continuous vigorous grass growth within
the channels and on the banks of all water courses; 2) continuous vigorous grass growth along
the banks of the dam for the on site pond; 3) maintenance of outlet protection devices at all
culverts; and 4) continuous adequate operation of the pond outlet structure.
PROCEDURES FOR AdEETI NG OBJECTIVES: All water courses and banks of the dam shall be
inspected at least once a month to evaluate the condition of grass cover. Where vigorous
coverage is not apparent. the responsible party shall take adequate measures to return the area
to its intended state. These measures may include as necessary, but not necessarily be limited
to, regrassing, refertilizing, reliming, and application of temporary protective covers.
Concerted efforts shall be made to minimize the presence of bare areas; nonetheless, where
bare areas become apparent, they shall not be left in a condition whereby soil erosion is
eminent.
All riprap outlet protection devices shall be inspected at least once a month. Where
displacement of riprap is evident, the outlet protection device will be returned to its original
(design) state.
The outlet structure at the dam shall be inspected at least once a month. All debris, or any
other condition, which hinders, or may hinder, the flow of water through the structure shall be
removed and/or corrected immediately. Any damage to the structure shall be repaired as soon
as possible.
RESPONSIBLE PARTY: John D. Frink, Owner and Developer of this project, is the responsible
Party. At such time as a home owners association may be established, the responsibility of
operation and maintenance of stormwater facilities may be transferred to them. Any transfer
of responsibility shall be performed in a manner acceptable to the Division of Environmental
Management, North Carolina Department of Environment, Health, and Natural Resources.
John D. Frink
3 ]rink Street
Ocean Isle Beach, NC 28469
Phone: [phone]
STATE OF NORTH CAROUNA
COUNTY OF BRUNSWICH
(Izs
ignature)
10/16/92
(date)
I, Me1eta B . Humb e r t , a Notary Public of'the County of Brunswick, State of'N&th
hereby certify that John D. Frink personally appeared before me this day and executed the
a'Ov�1Wt%gsation.
Witness my hand and notarial seal. this 16th dayof
L®�`a�' i October, 1992.
• ��
•.0 All
'Pi
k,CK C0'tt�`` Q(�
��•flA Eif ltl0 y oCT 2 0 IM
My May 6, 1996
9 =t
WWAUR

DIVISION OF ENVIRONMENTAL MANAGEMENT
i tal Form
`Co •.trol
PROJECT DATA
for Projects Using Density Limits for S Q mwwa�tYerrE®
14 1992
Name of Project: Frink Patib Homes
Location (County, Township/Municipality, Address) : DEOffice
Brunswick County, Shallotte Township, Near Sunset Beach
Applicant Name: John D. Frink
Mailing Address: 3 Frink Street
Ocean Isle Beach, NC 28469
Phone No.: 919-579-6464
Submittal Date: August 12, 1992
Brief Description (include map and appropriate drawings):
18.4 Acre Site.With 47 Single -Family Patio Home Lots
Water Body Receiving Stormwater Runoff:
Name of Water Body: Calabash'Creek
Classification of Water Body: * SA (Treated as non -SA due to chloride
concentration less than 500 mg/1-at a point at least I mile downstream of
Total Area of Proposed Project (acres): 18.442 project.)
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major
404 Permit x
Other (specify):
x
Sedimendation and Erosion Control
DEM/DHS Sewage Disposal X
DHS Water Distribution and
401 Certification
CALCULATION OF BUILT -UPON AREA
x
Possible DEM
(Built -upon area means that portion of an individual development
that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facilities, etc. but
not including decking.)
a} Built -upon area: 5.452
b) Total project area- 18.442 I
Wit•"+� Y
% built -upon = built -upon / total project area * 1061!-IG 1 6 .'3d
% built -upon area = 29. 57 % oqq
If the water body receiving stormwater runoff is 'c3 assfied� as
SA, is the % built -upon area < 25%? Yes No N/A (See note
about "Classification of WateF Body.")
If the water body receiving stormwater runoff is classified other
than SA, is the % built -upon area < 30%7 Yes x No
(See note above about "Classification of Water Body.")
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
Yes x No
(Grassed -line swales should have a side slope of 3:1 (H:V) or
less.)

If.no,, please provide -a detailed description.
BUFFER AREA
Is the built -upon area at least 30 feet from mean high water of
all surface waters? Yes No X
If no, please provide a detailed description.
Exception occurs at dam crossing where edge of pavement is 20'-30'
from edge of pond.
(Note: Only boat ramps, public roads, public bridges and
walkways to water related facilities are allowed within 30 feet
of mean high water if the project is intended to meet stormwater
control requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that
subdivisions maintain the development consistent with the plans
and specifications approved by the division and include the State
as a beneficiary of the restrictions? Yes X No
(Include a copy of the restrictions and covenants with this
form.)
CERTIFICATION
I, John D. Frink , certify that the information
included on this submittal form is correct, that the project will
be constructed in conformance with this information, and that to
the best of my knowledge,- the proposed project complies with the
requriement of la NCA 2H.1003 (b).
lo2 - ��-
ignature-Owner or Agent Date
3 Frink Street, Ocean Isle Beach, NC 28469
Address
If agent, please list owner's name and address below:
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regional Office
Date
Date
Individual Evaluating Forms/Plant
Regional Water Quality Supervisor
cc: Applicant/Region/Mills/CF

COMPLIANCE WITH STORMWATER REGULATIONS
In accordance with Title 15 NCAC 2H.1003(a)(2), the following DEED
RESTRICTION AND PROTECTIVE COVENANT shall be recorded in the
Brunswick County Registry. Said Deed Restriction and Protective Covenant
shall apply to the Frink Patio Home project in Sunset Beach, North Carolina
as shown on design plans titled "Erosion Control and Stormwater Plans -
Frink Patio Homes" prepared by Houston and Associates, P.A. dated August
11, 1992.
'No more than 3,500 square feet of any residential lot within the
"Stormwater Project Limits" shall be covered by structures and/or paved
surfaces, including walkways or patios of brick, stone, slate, or similar
materials. This covenant is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina and therefore
benefits may be ertforced by the State of North Carolina. This covenant is to
run with the land and shall be binding on all parties and all persons claiming
under them."
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
Phone: [phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of the County of
Brunswick, State of North Carolina, hereby certify that John D. Frink
personally appeared before me this day and executed the above certification.
ro, mw��
OF mo
i'
5—�'a
(date)
Witness my hand and notarial seal, this day of August, 1992.
(Notary Public)
My Commission expires

AUTHOREZATION FOR PREPARATION OF
STORMWATER PLANS AND SPECIFICATIONS
AND
SUB1NHTTAL TO THE NORTH CAROLINA
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT: FRINK PATIO HOMES
I, John D. Frink, owner of a tract of land to be developed for residential
land use, do hereby authorize Houston and Associates, P.A., Consulting
Engineers, located in Shallotte, North Carolina, to prepare stormwater plans
and specifications for Frink Patio Homes as necessary to make submittal to,
and obtain approval from, the North Carolina Department of Environment,
Health and Natural Resources, Division of Environmental Management
(NCDEHNR- DEM).
It is my understanding that said submittal is to be made to the
NCDEHNR DEM on my behalf, as required under 15A NCAC 2H. 1003, for
compliance to the North Carolina Stormwater Regulations.
WITNESS my hand this ,1,2- day of August, 1992.
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
[phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, , a Notary Public of the State of North
Carolina, County of Brunswick do hereby certify that John D. Frink personally
appeared before me this day and executed the above authorization.
WITNESS, my hand and notarial seal this the day of August,
1992.
NOTARY PUBLIC
My Commission expires

. DIVISION OF ENVIRONMENTAL MANAGEMENT
Submittal Form for Projects Using Density Limits for
Control
WOO B 4 1992
PROJECT DATA
1Blilmington Regional offices
Name of Project: Frink Patio Homes DEM
Location (County, Township/Municipality, Address):
Brunswick County, Shallotte Township, Near Sunset Beach
Applicant Name: John D. Frink
Mailing Address: 3 Frink Street
Ocean Isle Beach, NC 28469
Phone No.: 919-579-6464
Submittal Date: August 12, 1992
Brief Description (include map and appropriate drawings):
18.4 Acre Site .With 47 Single -Family Patio Home Lots
Water Body Receiving Stormwater Runoff:
Name of Water Body: Calabash -Creek
Classification of Water Body: * SA (Treated as non -SA due to chloride
concentration less than 500 mg/1 at a point at least f mile downstream of
Total Area of Proposed Project (acres): 18.442 project.)
State/Federal Permits and Approvals Required:
(Check Appropriate Blanks)
CAMA Major Sedimendation and Erosion Control X
404 Permit X DEM_/DHS Sewage Disposal g
Other (specify): X DHS Water Distribution and Possible DEM
401 Certification
CALCULATION OF BUILT -UPON AREA
(Built -upon area means that portion of an individual development
that is covered by impervious or partially pervious cover
including buildings, pavement, recreation facil`ties,� etc. but
not including decking.) �) L
a) Built -upon area: 5.452
b) Total project area: 18.442
% built -upon = built -upon / total project area Z
% built -upon area = 29.57%
If the water body receiving stormwater runoff is classified as
SA, is the % built -upon area < 25%? Yes No N/A (See note
about "Classification of WateF Body.")
If the water body receiving stormwater runoff is classified other
than SA, is the % built -upon area < 30%? .Yes X No
(See note above about "Classification of Water Body.")
STORMWATER COLLECTION SYSTEM
Is the only kind of stormwater collection system grass swales?
Yes k No
(Grassed -line swales should have a side slope of 3:1 (H:V) or
less.)

If.no, please provide a detailed description_
BUFFER AREA
Is the built -upon area at least 30 feet from mean high water of
all surface waters? Yes No X
If no, please provide a detailed description.
Exception occurs at dam crossing where edge of pavement is 20'-30,
from edge of pond.
(Note: Only boat ramps, public roads, public bridges and
walkways to water related facilities are allowed within 30 feet
of mean high water if the project is intended to meet stormwater
control requirements through density limits.)
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Do the deed restrictions and protective covenants ensure that
subdivisions maintain the development consistent with the plans
and specifications approved by the division and include the State
as a beneficiary of the restrictions? Yes X No
(Include a copy of the restrictions and covenants with this
form_)
CERTIFICATION
I, John D. Frink , certify that the information
included on this submittal form is correct, that the project will
be constructed in conformance with this information, and that to
the best of my knowledge-,' the proposed *.project complies with the
requriement ofAign4ature-Owner
NCAC 2A_1003 (b).
44C -J9 2 or Agent Date
3 Frink Street, Ocean Isle Beach, NC 28469
Address
If agent, please list owner's name and address below:
DIVISION OF ENVIRONMENTAL MANAGEMENT SIGN -OFF
Regional Office
Date Individual Evaluating Forms/Plant
Date
Regional Water Quality Supervisor
CC: Applicant/Region/Mills/CF

COMPLIANCE WITH STORMWATER REGULATIONS
In accordance with Title 15 NCAC 211.1003(a)(2), the following DEED
RESTRICTION AND PROTECTIVE COVENANT shall be recorded in the
Brunswick County Registry. Said Deed Restriction and Protective Covenant
shall apply to the Frink Patio Home project in Sunset Beach. North Carolina
as shown on design plans titled "Erosion Control and Stormwater Plans -
Frink Patio Homes" prepared by Houston and Associates, P.A. dated August
11, 1992.
'No more than 3,500 square feet of any residential lot within the
"Stormwater Project Limits" shall be covered by structures and/or paved
surfaces, including walkways or patios of brick, stone, state, or similar
materials. This covenant is intended to insure continued compliance with
stormwater runoff rules adopted by the State of North Carolina and therefore
benefits may be enforced by the State of North Carotin. This covenant is to
run with the land and shall be binding on all parties and all persons claiming
under them."
John D. FYink
3 Frink Street ignature)
Ocean Isle Beach, NC 28469
Phone: [phone] $r-/ 2—
(date)
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, , a Notary Public of the County of
Brunswick, State of North Carolina, hereby certify that John D. Frink
personally appeared before me this day and executed the above certification.
Witness my hand and notarial seal, this day of August, 1992.
(Notary Public)
My Commission expires

AUTHORIZATION FOR PREPARATION OF
STORMWATER PLANS AND SPECIFICATIONS
AND
SUBMITTAL TO THE NORTH CAROLINA
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT: PRLNK PATIO HOMES
I, John D. Frink, owner of a tract of land to be developed for residential
land use, do hereby authorize Houston and Associates, P.A., Consulting
Engineers, located in Shallotte, North Carolina, to prepare stormwater plans
and specifications for Frink Patio Homes as necessary to make submittal to,
and obtain approval from, the North Carolina Department of Environment,
Health and Natural Resources, Division of Environmental Management
(NCDEHNR- DEM).
It is my understanding that said submittal is to be made to the
NCDEHNR DEM on my behalf, as required under 15A NCAC 2H. 1003, for
compliance to the North Carolina Stormwater Regulations.
WITNESS my hand this of August, 1992.
John D. Frink
3 Frink Street
Ocean Isle Beach, NC 28469
[phone]
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
I, a Notary Public of the State of North
Carolina, County of Brunswick do hereby certify that John D. Frink personally
appeared before me this day and executed the above authorization.
WITNESS, my hand and notarial seal this the day of August,
1992.
NOTARY PUBLIC
My Commission expires

rr s
Telephone [phone]
Facsimile [phone]
HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHAI L0=, NORTH CAROLINA 28459
Ms. Alexis Finn, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Friday, September 1I, 1992
Subject: FW" Patio Homes
Response to DEM 9/3/92 Review Letter
Dear Ms. Finn:
SEP 4 5 1992 U
DENT
We have revised the stormwater and erosion control plans for the
subject project as a result of your review letter of September 3, 1992.
Following is a listing of your comments accompanied by the action taken by
us to comply:
1. Notarized Deed Restrictions
Notarized deed restrictions are enclosed.
2. Notarized Submittal Authorization
Notarized submittal authorization is enclosed.
3. Deli.neate vegetative swale adjacent to culvert # I...
The center line of the swale has been added to the plans. The
length of swale has been noted to be at least 30 feet long.
4. Differentiate trapezoidal swales from triangular.
The channel shapes are presented in the "Swale Data Table".
5. Grades of swales must be held below 5%.
See "Swale Data Table" for confirmation of compliance.

Ms. Alexis Finn Page Two Frink Patio Homes
September 11, 1992 Stormwater Submittal
6. Erosive velocities should be used...
We have specified channel slopes for all swales so that velocities do
not exceed 4.5 fps. Temporary channel protection is called out for
all channels. Permanent stabilization is not called out due to the
reduction of velocity below that required for bahiagrass and some
other grasses. (See "Swale Data Table".)
7. Provide an Operation and Maintenance plan...
We respectfully request reconsideration of this requirement. The
"Rules" are vague on this point as it relates to "Density Limit"
submittals. Should you, in your reconsideration, determine that
such a notarized plan is still required, please' inform us at your
earliest convenience. (It is noted that erosion control notes already
address this matter to a degree.)
&. This Offlice reco . . nds some buffer...
This recommendation is well taken; however, we prefer not to
revise the existing built upon area per lot.
Along with the copies of the deed restrictions and submittal
authorization mentioned above, we have enclosed are two copies of revised
Plan Sheet Number 2, and revised calculations for swale hydraulics. Since
the "swale" revisions relate directly to erosion control considerations, we are
sending a copy of this letter, revised Plan Sheet Number 2, and revised
calculations to Mr. Dan Sams.
Your attention to this matter is appreciated. We look forward to hearing
from you.
Sincerely,
Donald M. Covil, P.E.
Houston and Associates, P.A.
Enclosures
cc: W. John D. Frink, Owner
W. Dan Sams, P.E., NCDEHNR - Land Quality Scction
File; 91-0832 (John Frink Property ® Sea Trail Plantation)

iouston and Associates,_ P.A. JOB
SUBJECT�,�
CONSULTING ENGINEERS SHEET No. of
4918 Main -Street Post Office Box 2927 CALCULATED BY DATE 42 V
Shallotte :North Carolina 28459 [phone] CHECKED BY DATE -
SCALE,:,.
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PROJECT I.D. - FRINK
PATIO
HOMES -- nm�y-e7- 2)
DESIGN FLOWRATE =
22 CFS
RISER DIAMETER....
1.5
FT.
RISER ELEVATION...
18 FT.
CULVERT DIAMETER...
1.5
FT.
CULVERT LENGTH....
100
FT.
'INVERT -IN..........
15.5
FT.
INVERT -OUT........ 15 FT.
MANNING'S N VALUE..... .013
TAILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).., .5
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT.�.......... 4
COMPUTED WATER SURFA�E ELEVATION BASED ON:
INLET CONTROL.............. 22.94195 FT.
OUTLET CONTROL............. 23.90408 FT.
WEIR FLOW.................. 19.10891 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF KNOWN TAILWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
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PROJECT 1.D. — FI^: I NK PATIO HOMES
DESIGN FLOWRATE = 22 :CFS
RISER DIAMETER .... 2 FT
RISER ELEVATION ... 13 FT.
CULVERT DIAMETER... E FT.
CULVERT LENGTH .... 100 FT.
INVERT —IN ......... 15.5 FT.
INVERT —OUT : , ...... 15 FT.
MANNING`S N VALUE...... .015
TA I LW ATER ELEVATION ... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW) . , .
;OEFFICIENT FOR INLET CONTROL {ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT........... A
COMPUTED WATER SURFACE ELEVATION BASED ONa
INLET CONTROL ............... 18.61738 FT.
OUTLET CONTROL ............. 18.60365 FT,
WEIR FLOW .................. 18.91533 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
iIF K:NOWN TAILWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
Ae 4r Q1D . -OWE KreT _PA6-E- CDR Qeao .

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PRO j EC T i . D . — FR I i•aK PATIO HONES — OUTLET 0 DAN
DESIGN FLOWRATE = 44 CFS
RISER SER DIAMETER..., 2 FT.
RISER ELEVATION ... 18 FT.
CULVERT DIAMETER ... E FT.
CULVERT LENGTH .... 100 FT.
INVERT —IN......... 15.5 FT.
INVERT —OUT........ 15 FT.
MANird I NG' S N VALUE ..... .015
TA I LWATER ELEVATION ... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).. .
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... . E.
WEIR FLOW COEFFICIENT........... 4
COMPUTED WATER SURFACE ELEVATION RASED ON
INLET CONTROL .............. 24.9695 FT.
OUTLET CONTROL ...... = ...... 25 .8146, FT.
WEIR FLOW ... i .............. 19.4531 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF K: MOWN TA I LWATF-R SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
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4-Yl o a 1-i l -r r1 Ze) ' _?> /7 E
PROJECT I . D . FR I NK PATIO HOMES OUTLET C DAM
DESIGN FL_;GWnATE = 44 CIFS
RISER DIAMETER.... 2.5 FT.
E:I SEE: ELEVATION ... 10 FT.
CULVERT DIAMETER ... 2.51 FT =
CULVERT LENGTH .... 1 i yC-) FT.
INVERT -IN......... 15.5 FT. ,¢DSuf! id �f-O� d IIF.S wee
INVERT -OUT ........ 15 FT. /Ale7E F` C 0L1.
MAC° KING `S N VALUE..... .()1-:
TAILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).. .5
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT........... 6.
COMPUTED WATER SURFACE ELEVATION PASFD ON
INLET CONTROL .............. 20.21911 FT.
OUTLET CONTROL ............. 20.34295 FT.
WEIR FLOW .................. 19.25224 FT,
HIGHEST ELEVATION COMPUTEE1 IS THE ACCEPTED ELEVATION.
(IF KNOWN TA I LWATER SUBMERGES OUTLET, I GI'•iORE
INLET CONTROL VALUES . i
FA l2 4/00 a l7'�i 3a
S't�/C PLC E"M/N-4T7i Albf77t0A/-FL
41 -- 4'5-`'f-41-.<6F" rG Y L4)4.Y LDi)E l2 1,VvE27-t
4A,rUS 7- OUTttF? L912-C14 CgADo�E'..:J
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PRO i ECT I.D. - FR I NK PATIO HOMES - OUTLET T UAII
DESIGN
FLOWRATE =
22
CFS
RISER
DIAMETER....
2.5
FT.
RISER
ELEVATION...
18
FT.
CULVERT DIAMETER ... 2.5 FT.
CULVERT LENGTH.... 100 FT.
INVERT --IN......... 15 FT.
INVERT -OUT........ 14.5 FT.
1'ANNING'S N VALUE..... .irIT
TAILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIEMIT FOR OUTLET CONTROL (PIPE FLOW).. .
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT........... G
COMPUTED WATER SURFACE ELEVATION BASED ON:
INLET CONTROL .............. 17.11728 FT.
OUTLET CONTROL ............. 16 .96074 F T .
WEIR FLOW .................. 18.78821 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF V.':NOWN Tt I LWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)

Houston and Associates, P.A. JOB 2171uPF,'iY
SUBJECT_- 4oile.i
CONSULTING ENGINEERS SHEET No. of
4918 Main Street Post Office Box 2927 CALCULATED BY DAT 20 9
Shallotte, North Carolina 28459 [phone] CHECKED BY DATE
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CONSULTING ENGINEERS SHEETSUBJECNO. �u41�l15 OFF-ftor
4918 Main Street Post Office Box 2927 CALCULATED BY �R� DATEzi g
Shallotte, North Carolina 28459 [phone] CHECKED BY DATE
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CONSULTING ENGINEERS
4918 Main Street Post Office Box 2927
Shallotte, North Carolina 28459 [phone]
JOB Fes, is l 7A
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CALCULATED BY DATE 7%2�%R2
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CHANNEL iDENTIFiCATION: SWALE FROM CULVERT # I
FLOWRATE: 4.501729 CFS
CHANNEL SHAPE: TRIANGULAR
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM:
SLOPE OF CHANNEL BANKS:
DEPTH OF FLOW: .5 FT.
VELOCITY: 6.001705 FPS
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.3333 (VERT/HORZ)
CHANNEL IDENTIFICATION: SWALE FROM CULVERT # 2
FLOWRATE: 5.179233 CFS
CHANNEL SHAPE: TRIANGULAR
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .022
SLOPE OF CHANNEL BANKS: .3333
DEPTH OF FLOW: .7 FT.
VELOCITY: 3.522936 FPS
(VERT/HORZ)
CHANNEL IDENTIFICATION:. SWALE FROM CULVERT # 3
FLOWRATE: 23.20194 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: .027
WIDTH OF CHANNEL BOTTOM: 3 FT.
SLOPE OF CHANNEL BANKS: .3333
DEPTH OF FLOW: .8 FT.
VELOCITY: 5.370581 FPS
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CHANNEL IDENTIFICATION: SWALE FROM CULVERT # 4
FLOWRATE: 12.43265 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM:
WIDTH OF CHANNEL BOTTOM:
SLOPE OF CHANNEL BANKS:
DEPTH OF FLOW: .6 FT.
VELOCITY: 5.450333 FPS
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CHANNEL IDENTIFICATION: SWALE BETWEEN LOTS 33 & 34
FLOWRATE: 10.32721 CFS
CHANNEL SHAPE: TRAPEZOIDAL
MANNINGS N VALUE: .03
SLOPE OF CHANNEL BOTTOM: C.029
WIDTH OF CHANNEL BOTTOM: 2 FT.
SLOPE OF CHANNEL BANKS: .3333 (VERT/HORZ)
DEPTH OF FLOW: .6 FT.
VELOCITY: 4.529262 FPS

HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHALLOM, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Alexis Finn, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Thursday, August 13, 1992
Subject: Frink Patio Homes
Brunswick County, North Carolina
Stormwater Plan Submittal
Dear Ms. Finn:
RECEIVED
1UG 14 1992
Wilmington Regional Mew
DEM
A
AUG 1 6 t99n Lb.
U t lvl
9 D
On behalf of Mr. John D. Frink, we are pleased to submit for your review
and approval three (3) sets each of the following documents in support of our
application for stormwater plan approval for the subject project:
1. plans demonstrating a 30% low density option;
2. "Authorization for Preparation of Stormwater Plans and
Specifications", executed by the responsible party;
3. "Submittal form for Projects Using Density Limits for Stormwater
Control' executed by the responsible party; and,
4. stormwater/erosion control calculations.
This area drains to the Calabash Creek which is currently classified as
SA; however, we are utilizing allowances as contained within the DEM Fourth
Directive - Coastal Stormwater Rules for submittal under the 30% low
density option instead of the 25% option. A chloride sample has been taken
one half mile (as the water flows) from the location of the pond outlet
(Sample Location #1). A second chloride sample has been taken further
downstream than one half mile from the location of the pond outlet in an
effort to document chloride concentration of less than 500 mg/l, i.e. a
non -saline environment (at the dam spillway of Metcalf Lake - Sample
Location #2). Enclosed is a copy of an overall map of the area showing the
locations where the chloride samples were obtained in relation to the subject
project.

Ms. Finn Page Two Frink nk Patio Homes
August 13, 1992 Stormwater Submittal
Chemists from Law and Company, Consulting and Analytical Chemists
are in the process of performing a chloride analysis of the two (2) samples
mentioned above and will forward results to our office within the next few
days. We will forward you copies of these chloride analysis as soon as they
are received by our office. Enclosed is a copy of the chain of custody record
for these two samples that we received from Law and Company for your files.
Since our firm was also retained by Mr. Frink to prepare a plat of this
project that will be suitable for recording purposes, enclosed is a copy of our
preliminary subdivision plat for your use and information. Hopefully, a copy
of this plat will assist you in your review of computed areas related to
stormwater concerns.
We trust that, upon your receipt of the chloride analysis results, you will
find our submittal package in order and that this project warrants your
department's approval. As always, we appreciate your prompt attention in
this matter. Should you require any additional information, or have any
comments, please do not hesitate to contact our office at your convenience.
Sincerely,
J,.. L�
Alan C. Lewis, Vice -President
Houston and Associates, P.A.
Enclosures
cc: Mr. John D. Frink, Owner w/Preliminary Plans
Mr. Dan Sams, P.E., NCDEHNR - Land Quality Section
File; 91-0832 (John Frink Property @ Sea Trail Plantation)

Telephone [phone]
Facsimile [phone]
HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHA110=. NORTH CAROLINA 28459
4918 Main Street
Post Office Box 2927
Thursday, August I3, 1992
Ms. Alexis Finn, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405 u
Subject: Frisk Patio Homes
Brunswick County, North Carolina D E M
Stormwater Plan Submittalr�S'
SToRkWADear Ms. Finn: r
On behalf of Mr. John D. Frink, we are pleased to submit for your review
and approval three (3) sets each of the following documents in support of our
application for stormwater plan approval for the subject project:
1. plans demonstrating a 30% low density option;
2. "Authorization for Preparation of Stormwater Plans and
Specifications", executed by the responsible party;-
3. "Submittal form for Projects Using Density Limits for Stormwater
Control" executed by the responsible party; and,
4. stormwater/erosion control calculations.
This area drains to the Calabash Creek which is currently classified as
SA; however, we are utilizing allowances as contained within the DEM Fourth
Directive - Coastal Stormwater Rules for submittal under the 30% low
density option instead of the 25% option. A chloride sample has been taken
one half mile (as the water flows) from the location of the pond outlet
(Sample Location #1). A second chloride sample has been taken further
downstream than one half mile from the location of the pond outlet in an
effort to document chloride concentration of less than 500 mg/1, i.e. a
non -saline environment (at the dam spillway of Metcalf Lake - Sample
Location #2). Enclosed is a copy of an overall map of the area showing the
locations where the chloride samples were obtained in relation to the subject
project.

Ms. Finn Page Two Frink Patio Homes
August 13, 1992 Stormwater Submittal
Chemists from Law and Company, Consulting and Analytical Chemists
are in the process of performing a chloride analysis of the two (2) samples
mentioned above and will forward results to our office within the next few
days. We will forward you copies of these chloride analysis as soon as they
are received by our office. Enclosed is a copy of the chain of custody record
for these two samples that we received from Law and Company for your files.
Since our firm was also retained by Mr. Frink to prepare a plat of this
project that will be suitable for recording purposes, enclosed is a copy of our
preliminary subdivision plat for your use and information. Hopefully, a copy
of this plat will assist you in your review of computed areas related to
stormwater concerns.
We trust that, upon your receipt of the chloride analysis results, you will
find our submittal package in order and that this project warrants your
department's approval. As always, we appreciate your prompt attention in
this matter. Should you require any additional information, or have any
comments, please do not hesitate to contact our office at your convenience.
Sincerely,
Alan C. Lewis, Vice -President
Houston and Associates, P.A.
Enclosures
cc: Mr. John D. Frink, Owner w/Preliminary Plans
Mr. Dan Sams, P.E., NCDEHNR - Land Quality Section
File; 91-0832 (John Frink Property @ Sea ZYail Plantation)
L�l�l�u'u
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HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHAIMM, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Ms. Alexis Finn, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Monday, August 24, 1992
Subject: Frink Patio Homes
Brunswick County, North Carolina
Stormwater Plan
Transmittal of Chloride Analyses
Dear Ms. Finn:
REC :11VE:0
so 1992
WilminWM Regional offic&
In reference to our August 13, 1992 letter to you regarding the subject
project, chemists from Law and Company, Consulting and Analytical Chemists
have performed a chloride analysis of two (2) water samples taken from the
Calabash Creek. Enclosed is a copy of the Report Of Analyses we have
received from Law and Company. Sample # 1 was analyzed reporting a
chloride concentration of 48 mg/1 while sample #2 reported a chloride
concentration of 66 mg/l. Sample # 1 was taken one-half mile downstream
from the subject project while sample #2 was taken at the dam spillway of
Metcalf Lake. Reference is made to our August 13, 1992 letter and the
previously submitted sample location map.
We trust that your receipt of this additional information will complete
our previous project submittal and that this project warrants your
department's approval. As always, we appreciate your prompt attention in
this matter. Should you require any additional information, or have any
comments, please do not hesitate to contact our office at your convenience.
Sincerely,
Alan C. ewis, ce-President
Houston and Associates, P.A.
Enclosure
cc: Mr. John D. Frink, Owner w Enclosure
File; 91-0832 (John Frink Property @ Sea Trail Plantation)

LAW & COMPANY
Consulting and Analytical Chemists
ESTABLISHED 1903
1711 Castle Street • P.O. Box 629 • Wilmington, North Carolina 28402
Telephones [phone] or [phone]
FAX [phone]
CHAIN OF CUSTODY RECORD
CUSTOMER: /Iou54cai 4 Asoe PROJECT ID: /Zf_mj c %jfcT
SAMPLERS (Signature) e
SAMPLE
'NUMBER
SAMPLE LOCATION
DATE
TIME
SAMPLE TYPE
NO.OFANALYSIS
CONT.
REQUIRED
WATER
SOIL
COMP
CRABtit
Of
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Hell h had by: (Si re)
4
Received by: (Signature) -
Datefrime
Reiinqul d b (Signature)
L/
Received by: (Signature)
Datetrime
Relinquished by: -(Signature)
Received by: (Signature)
Datetrime
Methods of Shipment
R eeived for Laboratory by:
Datelrime
If 19 z
Conditions upon receipt
I Re arks:

ILL 1%
�orzsu�rr� arra��na�ilea���mrsfs
ESTABLISHED 190T
Main Office
1711 Castle Street = 919-762-7082 919-762-8956
P.O. Box 629 •11+4X 919-762-8785
Wilmington, N.C.28402
REPORT OF ANALYSES
HOUSTON A-IND ASSOCIATES
P.O. BOX 2927
SHALLOTTE, NC 28459-
Attn: ALLAN LEWIS
. CALABASH .CREEK ( Page 1. ,of, 1 j
SAMPLE
LAB No. DATE TIME SAMPLER
2684 08/11/92 1100 ALLAN LEWIS
2685 08/11/92 1115 ALLAN LEW-IS
CLIENT STATION ID:
LAB #:
CHLORIDE mg/L
PROJECT NAME: CALABASH CREEK STREAM W.
DATE: 08/18/92
DELIVERY TO LAB
DATE TIME
08/11/92 1345
08/11/92 1345
SAMPLE #1 SAMPLE #2
2684 2685
LABORATORY DIRECTOR
48 66

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HOUSTON and ASSOCIATES, PA
Consulting Engineers
SHALL =, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
Mr. Daniel E. Sams, P.E., Regional Engineer
Land Quality Section
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
4918 Main Street
Post Office Box 2927
Thursday, July 30, I992
Subject: Prink Patio Homes
Brunswick County, North Carolina
Erosion Control Plan Submittal
RECEIVED,
JUL 31 9992
Wilming. tm lo"01 4ios
OEM
L �J
JUL 3 1 1992
Dear Mr. Sams: D E (V9
On behalf of Mr. John D. Frink, we are pleased to submit for yourreview
and approval two (2) copics cach of the following documents:
1. Erosion Control Plan with details;
2. related erosion control calculations;
3. executed "Financial Responsibility/Ownership Form"; and,
4. check in the amount of $130.00 (6 acres disturbed area) to cover
the application fee.
By a separate letter, we will soon be making submittal of this project to
Ms. Alexis Finn for compliance with the current North Carolina Stormwater
Regulations.
We trust that you will find our enclosed submittal to be in order and that
it warrants approval for the erosion control portion of this project.
As always, we appreciate your prompt attention in this matter. Should
you require any additional information, or have any comments, please do not
hesitate to contact our office at your convenience.
Sincerely,
Alan C. 's, ice -President
Houston and Associates, P.A.
Enclosures
cc: Ms. Alexis Finn, DEM-NCDEHNR
Mr. John Frink Owner
File; 92-0832 (John Frink Property @ Sea Trail Plantation)

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CONSULTING ENGINEERS SHEET NO 1 0r
4918 Main Street Post Office Box 2927 CALCULATED BYE. _ DAT Z
Shallotte, North Carolina 28459 [phone] CHECKED BY DATE
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`AUG 14 1992
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CONSULTING ENGINEERS
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Shallotte, North Carolina 28459 [phone]
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Q,D W/TN IB ' M?,=-
PRO JECT I . D . — FR I NK PATIO HOMES — 0v7^LCT Z �/¢M
DESIGN FL OWRATE = 22 CFS
RISER DIAMETER .... 1.5 FT.
RISER ELEVATION ... 13 FT.
CULVERT DIAMETER ... 1.5 FT.
CULVERT LENGTH .... 100 FT.
INVERT —IN ......... 15.5 FT.
INVERT —OUT ........ 15 F T .
MANNING'S N :VALUE..... .013
TA I LWATER ELEVATION ... c a FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).. .5
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT........... A
COMPUTED WATER SURFACE ELEVATION RASED ON:
INLET CONTROL .............. 22 .94195 FT.
OUTLET CONTROL ............. 23 .90408 FT.
WEIR FLOW .................. 19.10891 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF F.-::NOWN T AILWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
FC7% DICE 71 KEG P C�V. � 22. p ,
K EEA ELEV. Z REAS6NA7CE VALLie.
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L-1'In L//TN 24," T%L9;
PROJECT I.D. -- FRIi' K PATIO HOMES
DESIGN FLU ORATE = 22 CFS
RISER DIAMETER.... E FT,
RISER ELEVATION... IS FT.
CULVERT DIAMETER... E FT.
CULVERT LENGTH .... 100 FT.
INVERT -IN......... 15.5 FT.
INVERT -OUT........ 15 FT.
MANNING ' S N VALUE ..... .015
TAILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).. .5
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT........... y
COMPUTED WATER SURFACE ELEVATION BASED ON:
INLET CONTROL .............. 18.61738 61738 FT.
OUTLET CONTROL.............. 18.60365 FT.
WEIR FLOW .................. 13.91538 FT=
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEw/ATION.
(IF KNOWN TA I LWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
QI� �EE %�i/1.IC7- -PAbF FOR Q!op .

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PROj ECT I . D . - FR I i` K PATIO HOMES -- OUTLET i_' DAM
DESIGN FLOWRA T E = 44 CFS
RISER DIAMETER...- E FT.
RISER ELEVATION ... IS FT.
CULVERT DIAMETER... c^ FT.
CULVERT LENGTH .... &0 FT.
INVERT -IN ......... 15.5 F T .
INVERT -CUT......... 15 FT.
MANNING'S N VALUE..... .015
TAILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (RIPE FLOW).. .5
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT ........... A
COMPUTED WATER 'SURFACE ELEVATION BASED ON
INLET CONTROL .............. 24.9695 FT.
OUTLET CONTROL ............. 25.3146 FT.
WEIR FLOW .................. 19.4531 FT,
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF KNOWN TAILWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
JVoT GODS F-ot2 ({Qenc . .fir fie" '_P)!'G -

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PR03ECT" I . D . - FR I11k:: PAT 10 HGf lES NUTLET C LAll
DESIGN FLOWRATE - 44 C;_S
RISER DIAMETER.... 2.5 FT.
RISER ELEVATION... 19 FT.
CULVERT DIAMETER... 2-2.5 FT.
CULVERT LENGTH .... 1 { K-) FT.
INVERT -IN......... 15.5 FT. .¢bTt1f7 Td
I NVERT-GUI......... 15 FT. /U47 tUr L d 0 -
MANN I NG ' S N VALUE ..... . 01
TAILWATER ELEVATION... €i FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW)..
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR.FLOW COEFFICIENT........... t.
COMPUTED WATER SURFACE ELEVATION BASED ON.
INLET CONTROL .............. 20 . 21-91 1 F T .
OUTLET CONTROL ............. 2(._) . S4295 FT.
WEIR FLOW .................. 19.2522y FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
{IF KNOWN TAILWATER SUBMERGES OUTLET", IGNORE
INLET CONTROL VALUES.
�/f;K�s r4�.ScJ� �" dUit_Fr iSlYc'N '.aZ1��� �4�-/pTH�l2
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PROJECT i . D . — FR I NK PATIO HOMES — OUTLET @ � BAN
DESIGN FLOWRATE = 22 CFS
RISER DIAMETER.... 2.5 FT
RISER ELEVATION... 15 FT.
CULVERT DIAMETER... 2.5 FT.
CULVERT LENGTH .... 100 a FT.
INVERT —IN ......... 15 FT.
INVERT —OUT........ 14.5 FT.
MANNING ' S N VALUE ..... .017
TAILWATER ELEVATI'ON... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).. .
COEFFICIENT FOR lNLET CONTROL (ORIFICE FLOW)... .6
WEIR FLOW COEFFICIENT....:...... 4
COMPUTED WATER SURFACE ELEVATION BASED ON;
INLET CONTROL .............. 17.11728 FT.
OUTLET CONTROL ............. 16 .96074 FT.
WEIR FLOW .................. 18.78884 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF KNOWN TAILWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)

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PRO jECT I .D. - FRINK PATIO HOMES - DUAL CULVERTS #
DESIGN FLOWRATE = 11.5 CFS C J5Ac" I Z TOpes, 7-�r-41. 4? 1 ': �'t-41
RISER DIAMETER.... 0 FT
RISER SER ELEVATION ... � � FT.
CULVERT DIAMETER... 1.5 FT,
CULVERT LENGTH.... 40 FT.
INVERT -IN......... 22.5 FT.
INVERT -OUT........ 22 FT.
MANNING'S N VALUE..... .012
TAILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).. .
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW) ... .6
WEIR FLOW COEFFICIENT........... i
COMPUTED WATER SURFACE ELEVATION BASED ON:
INLET CONTROL .............. 25.07853 FT.
OUTLET CONTROL ............. 24.36727 FT.
WEIR FLOW..; ................ 0 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF KNOWN TAILWATER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
6L<"
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610
PRO j ECT 1.D. -- FR I NK PATIO i'-IOME>= _. DUAL CULVERTS # ..;
DESIGN FLOWRAT'E= = 6 CFS 6€jC,V op 2 P/?,l. 'T63T-11- Q, = 12-
Imo: I SER DIAMETER .... 0 FT .
RISER ELEVATION ... 0 FT.
CULVERT T DIAMETER ... 1.5 F T .
CULVERT LENGTH .... 4� i FT.
INVERT —IN......... 23.5 FT.
INVERT —OUT........ 23 FT.
MANNING : S N VALUE ..... .012
31
THILWATER ELEVATION... 0 FT.
INLET FLOW COEFFICIENT FOR OUTLET CONTROL (PIPE FLOW).., .5
COEFFICIENT FOR INLET CONTROL (ORIFICE FLOW)... .6
WEIR: FLOW COEFFICIENT........... i;
COMPUTED WATER SURFACE ELEVATION BASED ON
INLET CONTROL .............. 24.74 75 FT.
OUTLET CONTROL ............. 24.29941 FT.
WEIR FLOW .................. 0 FT.
HIGHEST ELEVATION COMPUTED IS THE ACCEPTED ELEVATION.
(IF' f-:NOWN TA I LIGHTER SUBMERGES OUTLET, IGNORE
INLET CONTROL VALUES.)
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Houston and Associates, P.A. JOB
SUBJECT Qua lct �r�-fec.-t;a.,
CONSULTING ENGINEERS SHEET NO. OF
4918 Main Street Post Office Box 2927 CALCULATED BY DATEZa 9
Shallotte, North Carolina 28459 [phone] CHECKED BY DATE
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