SW8020302_HISTORICAL FILE_20180102

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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Weaver, Cameron
From: Nick Garner <[e-mail]>
Sent: Tuesday, January 02, 2018 11:33 AM
To: Weaver, Cameron _ _ __ _ __ _ _,
Subject: [External] Gaurtn_ey Pines SW_ Permit..Renewal ?
Attachments: Courtney Pines Stormwater Permit Renewal.pdf
----------------
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Good Morning Cameron,
I recently received an email from Todd Edmiston with CAMS Management Co. regarding an email he received from
NCDEMLR for the Courtney Pines SW permit expiration. I have attached the renewal notification. From my
understanding, this subdivisions SW permit is held by Coastal Carolina Developers, Inc. and the HOA is currently in court
against the developers trying to work through some issues before the ownership transfer can proceed to the HOA. l am
writing on behalf of CAMS and the Courtney Pines HOA to see what the HOA's responsibility is and who the contact
person in NCDEMLR is for this subdivisions permit. Thanks so much!
COASTAL CAROLINA
RLSOUREE GROUP
Nick Garner
2921 Blue Clay Rd,
Castle Hayne, NC 28429
910.470.4225
[e-mail]
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Ene►-gy. Min era! &
Lund Resources
ENVIRONMENTAL QUALITY
November 29, 2017
cF,w 'l:lj ❑p,1) AAA I114 7008 0150 0002 2653 2398
R:F'1'URN RECE 'PT RE()UFST1JD
Coastal Carolina Developers, Inc.
Attn: Walter T. Nilson, Sr., President
1030 F. Wendover Ave.
Greensboro, NC 27405-6712
Sub•iect: Notice oF.Permit .17(,xlension and .Renewal Request
Slate Stormwater Management Permit No. SW8 (120302
Courtney fines Phase D
New Hanover Countv
Dear ivir. Wilson:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TRACY DAVIS
Dir'ecfar
On September 28, 2016, the Division notified you via letter that the subject storrnwater management
permit had expired and needed to be renewed. No reply to that letter has been received and the permit has
expired. State Stormvvater Management Permit #SW8 020302 for the subject. project was last issued on
June 28, 2002 to Coastal Carolina Developers, Inc and expired on June 28, 2016 as noted above. Per 15A
NCAC 214.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180 days
prior to the expiration of a permit and must be accompanied by a processing fee, which is currently set at:
$505.00. You are currently operating a storrtwater s}'stein without a valid permit, which is a violation of
NCGS 143-215.1. In order to avoid enforcement action, please complete and submit a permit renewal
application prior to January 31, 201.8. Please note that. the permit rene-wal request must. be accompanied
by the required Designer's Certification and any recorded deed restrictions, as required by the permit and
as applicable.
Additionally, a review of the North Carolina Secretary of State corporation's database revealed that a new
President of the corporation has been elected and the corporation contact information has changed. Please
complete the Permit. Update Form to correct and confirm the new contact information.
Please be advised that you are required to comply with the terms; conditions and limitations of the
Stornwater Management Permit under Title 15A North Carolina Administrative Code 2N .1003 and
North Carolina General Statute 143-214.7 until you submit a completed and signed required Permit
Transfer application form to the Division and receive approval from the Division to transfer the permit..
This includes recording deer[ restrictions, limiting BUA, submitting the designer's certification; providing
the necessary operation and maintenance of the permitted stormwater system and renewing the permit in a
timely manner.
The Permit Renewal application, the Permit Transfer application and the Permit: Update form can all be
found at the following website under the Applications Forms section:
hit s:/p /deg.nc.i)-ov/about/diN,isions/eiiei-,�,-mineral-land-resources/eiierhv-iiiiiiei-ai-lancl-
perm its/storinwater-porn) its/t brims.
State of North Carolina t Environmental QUA\- I Energy. Mineral and Sand Rt•suwrces
Willningimi Rcyionai Office 1 127 Cardinal Drive Cmension i Wihningtun. NC 28405
910 746 715

State Storinwater Permit'No. SW8 020302
Pale 2 of 2
Please note that the operation of i.lte st.ormwater treatment system without a valid and active permit,
and/or failure to provide the Designers Certification and/or failure to operate and maintain the
storinwater system, are violations of .,,',CGS 143 Article: 21 and may result in appropriate enforcement
action. If you have any questions regarding this matter; please contact Linda Lewis at [phone] or via
email at lir7tla.l���isiiitrrcdcnr•�,c}�.
Sincera ly. � ,
.`�,-,�- Tracy Davis,, P.L. Director
Division of l nergy, Mineral and Land Resources
GDSIar1: GA\\Stormwaterll'er'inits & PTojects12002102030214D12017 1 1 req_ren 020302
cc: Courtney Pines Owners Association; Inc. c/o Dave Sweyer
(1630 _% ilitary Cutoff Road Ste 108 Wilmington 28403)
Wilmington Regional Office Permit File
SlatyofKorIli Caiolina I I-nvircortmenlaIQuality IEnergy, hlincraland LatidResources
Wilming:vn Region! office 1 127 Cardinal Drive Extension I Wilmington, NC 2.5405
9i07% 215

Business Registration Division
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh,NC 27626-0622 (919)a14-5400
Click Were To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Coastal Carolina Developers, Inc.
Business Corporation Information
Account
Login
Create
.site
Account
Sosld:
0180915
Status:
Current -Active
Annual Report Status: Current
Citizenship:
Domestic
Date Formed:
1/15/1986
Fiscal Month:
December
Registered Agent: Wilson, Walter T., Sr.
Corporate Addresses
Mailing:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Principal Office:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Reg Office:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Reg Mailing:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Officers
President: Walter T. Wilson , Sr.
1030 E. Wendover Ave
Greensboro NC 27407
Stock
Class: COMMON
Shares: 100000
Par Value: 1
https://www.sosnc.gov/Search/prolcorp/4796301
11 /28/2017

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BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Coastal Carolina Developers, Inc.
SECRETARY OF STATE ID NUMBER: 0180915 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12/31/2016
SECTION A: REGISTERED_AG.ENTS_INFORMATION.
1. NAME OF REGISTERED AGENT: Wilson, Walter T. , Sr.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
1030 E. Wendover Ave
rimcc, on ice use O❑ly
E-Filed Anrual Report
0180915
CA201702000687
v2012017 01:50
n Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
1030 E. Wendover Ave
Greensboro. NC 27405-6712 Guilford Countv Greensboro, NC 27405-6712
SECTION 8: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Developing/Sales
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
1030 E. Wendover Ave 1030 E. Wendover Ave
Greensboro, NC 27405-6712 Greensboro, NC 27405-6712
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Walter T. Wilson , Sr.
TITLE: President
ADDRESS:
1030 E. Wendover Ave
Greensboro, NC 27407
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Waiter T. Wilson , Sr.
SIGNATURE
Form must be signed by an officer listed under Section C of this form,
Walter T. Wilson , Sr.
Print or Type Name of Officer
1 /20/2017
President
This Annual Report has been filed electronically.
MAIL TO: Seerelary of State, Corporations Division, Post Office Box 29525, Raleirh, NC 27626-0525
DATE
Print or Type Title of Officer

Business Registration Division
Page I oC I
North Carolina
Elaine F. Marsha!! D EPARTVI ENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh,11C 27626-0622 [phone]
Click Here To:
View Document Filings
Corporate Names
Legal: COURTNEY PINES OWNERS ASSOCIATION, INC,
Non -Profit Corporation Information
Sosld:
0403615
Status:
Current -Active
Annual Report Status:
Not Applicable
Citizenship:
Domestic
Date Formed:
8/12/1996
Registered Agent:
Sweyer, Dave, Sr
Corporate Addresses
Reg Office: 1630 Military Cutoff Rd Suite 108
Wilmington, NC 28403
Reg Mailing: 1630 Military Cutoff Rd. Suite 108
Wilmington, NC 28403
Mailing: 2905 Market St New Hanover County
Wilmington, NC 28403
Account
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littps-.//,A,ww.sosne.gov/Searc,h/pro l7corp/5 013 616 I1/28/2017

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, November 29, 2017 9:25 AM
To: '[e-mail]'
Cc: 'Corkhill, Doug'; Weaver, Cameron
Subject: Courtney Pines Ph 2 5W8 020302
Ms. Justice:
I've been copied on your November 25, 2017 email to Cameron Weaver regarding the proposed
Military Cutoff Road Extension project and its potential impacts to existing stormwater permits in the
area for West Bay Estates and Courtney Pines.
The attorney for the NCDOT (Doug Corkhill) came in several months ago and reviewed all the permit
files to determine if the proposed road construction would impact any of the existing permitted
stormwater systems. Based on those file reviews, and my review of the proposed route of the road
extension on the NCDOT website, and discussion with Mr. Doug Corkhill, I offer the following
observations:
1. The long, skinny pond off of Torchwood Blvd, behind Steele Loop is in the process of -being
modified by the Division.
2. The proposed road does not appear to impact any of the existing stormwater ponds or swales
that are currently permitted under any of the Courtney Pines or Whitney Pines permits.
Therefore, no modifications to any of those existing permits is needed.
Please remember that the stormwater rules do not deal with drainage or flooding, and the NCDOT is
exempted from the requirement to submit their road plans to DEMLR for permitting. Therefore, there
is nothing that DEMLR can require to be reviewed or approved in regard to the road itself or to any
drainage impacts associated with that road, other than the known impacts to permitted stormwater
measures already under review.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis 5ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
-��-"Nothing Compares_-.�
l
3
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Weaver, Cameron
To: Keenya Justice
Cc: Scott, Georgette
Subject: RE: [External] High Density 02 SW8020302 - Courtney Pines
Hi Ms. Justice.
I am not aware of any correspondence with NCDOT concerning changes to be made by them to the drainage systems
that will impact the State Stormwater Permitting for Courtney Pines in New Hanover Co. But by copy of this email, l am
alerting the State Stormwater Permitting Supervisor that you have questions about the DOT improvements negatively
impacting the Stormwater system. If you have a contact with NCDOT, I would appreciate having their information as we
work to resolve any potential issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator -Wilmington Regional Office
NCDEQ-Division of Environmental Assistance and Customer Service
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7303
NCDEQ NEW WEBSITE: http://deg.nc.gov/
DEACS NEW WEBSITE: http://deg.nc.gov/about/divisions/environmental-assistance-customer-service
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.
From: Keenya Justice[madto:[e-mail]]
Sent: Saturday, November 25, 2017 5:49 PM
To: Weaver, Cameron <[e-mail]>
Subject: [External] High Density 02 SW8020302 - Courtney Pines
CAUTION: External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
[e-mail].
Good Morning Mr. Weaver,
I hope you had a great Thanksgiving. I read through the requirements of the above -mentioned permit that was issued to
Courtney Pines and I have several questions about it because the DOT is making changes to the drainage system.
My understanding is that no changes can be made unless they are first cleared by DENR. Did the DOT contact your
office about the changes it is proposing? I don't want the burden to fall on my client, the volunteer board members, to
figure out what they need to do to remain compliant.
Would you please call me to -discuss when your time permits (pun intended)?
Sincerely.

Kee nya T. Justice. Esq., M.B.A.
kepresenting Victims 01'ianinem Domal
Condemnation/Eminent Domain Law
100 North Tryon Street, Suite 6220-397
Charlotte, North Carolina 28202
Phone: [phone]
Fax: [phone]
kt'[e-mail]
www.theiusticefirm.com
Follow us on Twitter QJusticeFirm
Confidentiality Notice: If you are not the intended recipient of this message, you are not authorized to intercept, read, print, retain, copy, forward, at disseminate
this communication, This communication may contain information that is proprietary, attorney/clicnt privileged or attorney work product. The sender takes no
responsibility for any unauthorized reliance on this message. If you have received this message in error, please notify the sender immediately either by phone
(704-377-4747) or by return e-maif and destroy all copies of this message (electronic, paper, or otherwise). Do not forward this message without permission.

Weaver, Cameron
From: Keenya Justice <[e-mail]>
Sent: Monday, October 09, 2017 9:08 AM
To: Weaver, Cameron
Subject: [External] Thank You
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you verify that the
attachment and content are safe. Send all suspicious email as an attachment to [e-mail].
Good Morning Cameron,
Thank you so much for your assistance today. My office contact information is below. And my cell number is 704-236-
5749.
Sincerely,
Keenya T. Justice, Esq., M.B.A.
V 1. tlt,\l.:I.�
Rrpr�titnting 1'i,ii�n� flrF.min_rn Ikim, is
Condemnation/Eminent Domain Law
100 North Tryon Street, Suite B220-397
Charlotte, North Carolina 28202
Phone: [phone]; Fax: [phone]
www.thelusticefirm.corn
Confidentiality Notice: If you are not the intended recipient of this message, you are not authorized to intercept, read, print, retain, copy, forward, or disseminate
this communication. This communication may contain information that is proprietary, attorney/client privileged or attorney work product. The sender takes no
responsibility for any unauthorized reliance on this message. If you have received this message in error, please notify the sender immediately either by phone
(704-377-4747) w by return a -mail and destroy at copies of this message (electronic, paper, or otherwise). Do not forward this message without permission,

1�.
Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
September 28, 2016
Walter T. Wilson, Sr., President
Coastal Carolina Developers, Inc.
1030 E. Wendover Ave.
Greensboro, NC 27405-6712
Subject: Notice of Permit Extension and Renewal Request
State Stormwater Management Permit No. SW8 020302
Courtney Pines Phase H-SW
New Hanover County
Dear Mr. Wilson:
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
TRACY DAVIS
Director
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified, transferred, or renewed. Please note that this letter references DEMLR as.the Division
responsible for issuance of the permit.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacted any development
approval issued by the former Division of Water Quality under Article 21 of Chapter 143 of the General
Statutes, which was current and valid at any point between January 1, 2008, and December 31, 2010. The
law extended the effective period of any stormwater permit that was set to expire during this time frame
to three (3) years from its current expiration date. On August 2, 2010, the Governor signed Session Law
2010-177, which granted an extra year for a total of four (4) years extension. Accordingly, this permit,
which was set to expire on June 28, 2012, shall now be effective from the date of issuance until June 28,
2016, which includes all available extensions.
State Stormwater Management Permit 4SW8 020302 for the subject project was last issued on June 28,
2002 to Coastal Carolina Developers, Inc and expired on June 28, 2016 as noted above. Per 15A NCAC
21-1.1003(h) (the stormwater rules), applications for permit renewals shall be submitted 180 days prior to
the expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00.
Please complete and submit a renewal application prior to October 31, 2016. The renewal application
can be found at the following website under the Applications Forms section:
permits/stoi-m�vater-perrfiits/forms. Please note that if they have not already been submitted to the
Division, the permit renewal request must be accompanied by the required Designer's Certification and
the recorded documents (if applicable). '
Additionally, a review of the North Carolina Secretary of State corporation's database revealed that a new
President of the corporation has been elected and the corporation contact information has changed.
Please complete the enclosed Permit Update Form to correct your contact information.
Please be advised that you are required to comply with the terms, conditions and limitations of the
Stormwater Management Permit under Title 15A North Carolina Administrative Code 2H .1003 and
North Carolina General Statute 143-214.7 until you submit the required Name/Ownership Change Form
to the Division and receive approval from the Division to transfer the permit. This includes providing the
necessary operation and maintenance of the permitted stormwater system. The Name/Ownership Change
Forms are available on our website at: litips://deq.nc.gor/about/divisions/energy-mineral-laiid-
resources/ener�v-mineral-land-Derr►-tits/stortn��ater-hermits/l��rms.
state of North Carolina I Environmental Quality I Energy. Mineral and Land Rc sources
Wilmington Regior&W Office 1 127 Cardinal Drive Extension I Nilmingtort NC 28405
910 796 7215

Mate ttormwater t'c it No. ZS W x U1U3U2
Page 2 of 2
The operation of the storrnwater treatment system without a valid and active permit, and/or failure to
provide the Designer's Certification and/or failure to operate and maintain the stormwater treatment
system, are violations of NCGS 143 Article 21 and may result in appropriate enforcement action. If you
have any questions regarding this matter, please contact Christine Hall at [phone] or
[e-mail].
Sincerely,
Tracy Davis, P.E. Director
Division of Energy, Mineral and Land Resources
Enclosure: Permit Update Form
GDS/canh: 0Stormwater\Permits & Projects120021020302 HD12016 09 req_ren 020302
cc: Wilmington Regional Office File
State of North Carolina � Environmental Quality j Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension i Wilmington, NC 28405
W 796 7215

9/28/2016
Corporations Division
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Coastal Carolina Developers, Inc
Business Corporation Information
Account
Login
Register
Sosld:
0180915
Status:
Current -Active
Annual Report Status: Current
Citizenship:
Domestic
Date Formed:
1/15/1986
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Wilson, Walter T., Sr.
Corporate Addresses
Mailing:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Principal Office:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Reg Office:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Reg Mailing:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Officers
President: Walter T. Wilson , Sr.
1030 E. Wendover Ave
Greensboro NC 27407
Stock
Class: COMMON
Shares: 100000
Par Value: 1
hdps:llwww.sosnc.gov/SearctVprotcorp/4796301 111

BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Coastal Carolina Developers, Inc.
SECRETARY OF STATE ID NUMBER: 01$0915 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12/31/2015
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Wilson, Walter T. Sr.
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
1030 E. Wendover Ave
E-Filed Annual Report
0180915
CA20160430062.9
211212016 12A9
n Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
1030 E. Wendover Ave
Greensboro, NC 27405-6712 Guilford County Greensboro, NC 27405-6712
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate Developing/Sales
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
1030 E. Wendover Ave
Greensboro, NC 27405-6712
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Walter T. Wilson , Sr. NAME:
TITLE: President TITLE:
ADDRESS:
1030 E. Wendover Ave
Greensboro, NC 27407
ADDRESS:
5. PRINCIPAL OFFICE MAILING ADDRESS
1030 E. Wendover Ave
Greensboro. NC 27405-6712
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a persontbusiness entity.
Walter T. Wilson , Sr. 1 2/12/2016
SIGNATURE DATE
Form must be signed by an officer listed under section C of this form.
Walter T. Wilson, Sr.
Print or Type Name of Officer
President
Print or Type Title of Officer
This Annual Report has been filed electronically.
MAIL TO: Secretary of Slate, Corporations Division, Post Office Box 29525. Raleigh, INC 27626-0525

ggPikk
Y BUSINESS CORPORATION
ANNUAL REPORT
e 7 Y Pt
NAME OF BUSINESS CORPORATION: Coastal Carolina Developers, Inc.
FISCAL YEAR ENDING: 1213112014
SECRETARY OF STATE CORPORATE 11) NUMBER: 0180915
NATURE OF BUSINESS: Real Estate DevclopinglSales
REGISTERED AGENT: Wilson, Waller 7: Sr.
REGISTERED OFFICE MAII..ING ADDRESS: 1030 E. WendoverAve
Greensboro, NC 27405-6712
E-Filed Atmual Report
4796301
Do not data enter manually.
STATE OF INCORPORATION: NC
REG1STlEREI) OFFICE STREET ADDRESS: 1030 E. WendoverAve
Greensboro, NC 27405-6712 Gui yhrd Count),
PRINCIPAL OFFICETELEPHONE NUMBER: [phone]
PRINCIPAL, 01-FICE MAILING ADDRESS: 1030 E. Wendover Ave
Greensboro, NC 27405-6712
PRLNCIPAI, OFFICE STREET ADDRESS
PRINCIPAL OFFICERS:
Name: Waller I' Wileou Sr
7l11e: pres7de171
Acldress:
1030 E. Wenclover Ave
Greensboro, NC 27407
1030 E. Wenclover Ave
Greensboro, NC 27405-6712
CERTIFICATION OF ANNUAL REPORTMUSTBE COMPLETED BY ALL 1313STNESS CORPORATIONS
Walter T Wilson Sr
FORM MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
Walter"T Wilson Sr
3/1812015
DATE=
President
TYPE OR PRINT NAMI' TYPE OR PRINT'rITLE
ANNUAL REPORT FI:E: 1--Paid MAIL TO: Secretary of State • Corporations Division • Post OfPiee Box 29525 • Raleigh, NC 27626-0525

Corporations Division
Page 1 of 2
�►'' °�a► North Carolina
Elaine F
marshgil DEPARTMENTOF11TIE
r: Secretary SECRETARY of STATE
sP PO Don 29M IaId9h. INC 3762 22 (319)647-2MO
Due to scheduled electrical maintenance by State Facilities Management, our website data
will be unavailable from 7 AM 12/19/15 until the evening of 12/2011 S.
Click Here To:
View Document Filings File an Annual Report Print a Pre -Populated Annual Report form
Amend a Previous Annual Report
Corporate Names
Legal: Coastal Carolina Developers, Inc.
Business Corporation Information
Sosld:
0180915
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
1/15/1986
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Wilson, Walter T., Sr.
Corporate Addresses
Mailing:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Principal Office:
1030 E. Wendover Ave
Greensboro, NC 27406-6712
Reg Office:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
Reg Mailing:
1030 E. Wendover Ave
Greensboro, NC 27405-6712
16111 7
President: Walter T. Wilson , Sr.
1030 E. Wendover Ave
Greensboro NC 27407
Stock
Class: COMMON
Shares: 100000
Par Value: 1
http://www.secretary.state.ne.us/Search/profcorp/4796301 12/11/201 S

Corporations Division
Page 1 of 1
Norlh Caraiina
Elaine F marshals DEPARTMENT T' oF "
Secretary SECRETARY OF 'I
FAO Sox 29M Raleigh, NC 2762+6-M (9(
Due to scheduled electrical maintenance by State Facilities Management, our w.
will be unavailable from 7 AM 12/19/15 until the evening of 12120A
Click Here To:
View Document Filings
Corporate Names
Legal: SARATOGA PLACE AT HIDDEN POINTE OWNERS ASSOCIATION
Non -Profit Corporation Information
Sosld:
0862771
Status:
Current -Active
Annual Report Status:
Not Applicable
Citizenship:
Domestic
Date Formed:
8/22/2006
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Grathwol, Robin
Corporate Addresses
Mailing:
2905 Market Street
Wilmington, NC 28403
Principal Office:
2905 Market Street
Wilmington, NC 28403
Reg Office:
2905 Market Street
Wilmington, NC 28403
Reg Mailing:
2905 Market Street
Wilmington, NC 28403
http://www.secretary.state.nc.us/Search/profcorp/8027843 12/11 /2015

Corporations Division
Page l of 1
North Carolina
Ejair a FMarStraj# DEPARTMENTof .
Secretary SECRETS of '1
IPO Box 291022 Raleigh, NC 2762&0&U (gr
Due to scheduled electrical maintenance by State Facilities Management, our w,
will be unavailable from 7 AM 12/19/15 until the evening of 121201
Click Here To:
View Document Filings
Corporate Names
Legal: The Sanctuary at Hanover Reserve Homeowners Association, Inc.
Non -Profit Corporation Information
Sosld:
1348879
Status:
Current -Active
Annual Report Status:
Citizenship:
Domestic
Date Formed:
11/21/2013
Fiscal Month:
State of Incorporation:
NC
Registered Agent:
Grathwol, Robin
Corporate Addresses
Principal Office: 6218 Ingleside Drive
Wilmington, NC 28409
Reg Once: 6218 Ingleside Drive
Wilmington, NC 28409
Reg Mailing: PO Box 1490
Wrightsville Beach, NC 28480
Mailing: PO Box 1490
Wrightsville Beach, NC 28480
http://www.secretary.state.ne.us/Smch/profcorp/ 10392191 12/ 11 /2015

Corporations Division
Page 1 of 1
North Carolina
Elaine F marshap DEPARTMENTOF THE
Secretary SECRETARY OF STATE
APO Son 29M Raleigh, NC 276264M 019)507-2000
Due to scheduled electrical maintenance by State Facilities Management, our website databa
will be unavailable from 7 AM 12/19/15 until the evening of 12/20/15.
Robin D Grathwol is the registered agent for the following entities:
Entity Name
Sosld
Type
Status
Date Formed
Online Ani
Report
Grathwol Property Holdings LLC
0599110
Limited Liability
Current -Active
7/27/2001 12:00:00
File Report
Company
AM
GRRG Productions of NC, Inc.
1340161
Business
Corporation
Current -Active
9/27/2013 12:00:00
AM
File Report
HANOVER LAND, LLC
07005051
Limited Liability
Current -Active
11/26/2003
File Report
Company
12:00:00 AM
LEGACY GROUP HOLDINGS,
1266113
Limited Liability
Current -Active
6/25/2012 12:00:00
File Report
LLC
Company
AM
LISPCOMB ROAD
1387385
Business
Current -Active
6/27/2014 12:00:00
File Report
DEVELOPMENT, INC
Corporation
AM
Shields Place, LLC
1267102
Limited Liability
Current -Active
7/2/2012 12:00:00
File Report
Company
AM
Terra Holding Company, Inc. of
1340146
Business
Admin,
9/27/2013 12:00:00
NC
Corporation
Dissolved
AM
Towles Land Holdings, LLC
1252767
Limited Liability
Current -Active
4/3/2012 12:00:00
File Report
Company
AM
http://www.secretary.state.nc.us/Search/RegAgent/7074419 12111 /2015

*19� r
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Colleen H. Sullins .
Governor Director
August 11, 2011
Mr. William Grathwol, President
Coastal Carolina Developers, Inc. S
P.0-$ox3403 2 9 bs 1112 Q r
Wilmington, NC 28406 Z j' �/,q -3
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 020302
Courtney Pines Phase 11
New Hanover County
Dear Mr. GrathwoL
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 020302 to Coastal Carolina
Developers, Inc, for a High Density project on June 28, 2002. This permit expires on June 28, 2012. Per 15A NCAC 21-1.1003(h)
(the stormwater rules), applications for permit renewals shall be submitted 180 days prior to the expiration of a permit and must
be accompanied by a processing fee, which is currently set at $505.00. If this is still an active project please complete and
submit the enclosed renewal application prior to Debember 28, 2011. If this project has not been constructed and a permit is no
longer needed, please submit a request to have the permit rescinded. If you have sold the project please provide the name,
mailing address and phone number of the person or entity that is now responsible for this permit, Enclosed is a form for change
of ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater treatment system,
a certification of completion be submitted to the Division from an appropriate designer for the type of system installed, This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation: If you have not already provided a Designer's Certification to our office, please include a copy with
your permit renewal request and processing fee. A copy of the certification form is enclosed for your convenience.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment facility
without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement action
including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at [phone].
Sincerely,
Georgette Scott
Stormwater Supervisor
GDSIdwc S:IWQS1StormwaterlPermits & Projectsl20021020302HD12011 08 req_ren 020302
cc: Wilmington Regional Office File
encl.
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarojina
Phone: [phone] FAX: [phone]C4 1 Customer Service: 1-877-623-6748 �q/�7
Internet: www.ncwalerquality.org . VL.tur,711lt
A Equal Oppcmn1ty 4 Affirmative Action Employer

pyPAATj{�
�.. BUSINESS CORPORATION
' P ANNUAL REPORT
NAME OI, BUSINESS CORPORATION: Coaslal Carolinna Developers, Inc,
FISCAL YEAR ENDING: 2010
SI::CRI'--'I'AIZY OF S7'A"rE COI2PORA'I'E ID NUMBER: 0180915
NATURE OF BUSINESS: Real Estate Developinng/Sedes
R} GIS"rERED AGENT: Skinner, B Leon
lZIiGlSTIilZI=D OFFICE MAI}.ING ADDRL'SS: 29051farket St
Ii'ihnninngtonn, NC 28403.1221
F.-Filed Annual Report
-1-0-4796301
For year 2010
Do not data enter manually.
STATE OF INCORPORATION: MC
RI GIST1IZl"sD OhF[CE S"rRIE'I' AD]]RF.SS: 2905 ,Market St.
Wilmington, NC 28403 All County
PRINCIPAL OFI-ICE'IELEPF}ONE NUMBER: [phone]
PRINCIPAL, OFFICE' MAILING ADDREISS: 2905Akirkel St.
Il"ilmirngtoni, MC 28403
PRINCIPAL 01,F1CI STREI 1' ADDRESS:
PRINCIPAL OFFICERS:
Mime: B. Leon Skinner
1'rlle: President
Address:
301-cr,V. Greenmeadotitis Drive
1Vi1111inkron, 1VC 28405
2905,1larket S1
Ilrnlmnnnglonn, NC 28403-1221
CERTIFICATION 01: ANNUAL REPORT MUST BE COMPLETED 13Y ALL MJSW--3SS CORPORATIONS
13. lawn Skinner
02/18/2010
FORAM MUST HE SIGNED BY AN OFFICER OF TJ IE CORPORATION
13. Leon Skinner
DATE
President
TYPF OR PRINT NAME TYPE OR PRINT TITLE
ANNUiU, REPORTFEE: $18 HAIL TO: SiXfdary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

P. 1
FILE MODE
-
994 MEMORYTX
COMMUNICATION RESULT REPORT ( JUL.14.2006 2.46PM )*
TTI NCDENR WIRO
RESULT PAGE
---------ADDRESS (GROUP) _ ---
OPTION ------- ------------- ------------------- ----
OK P. 2/2
--------- 92544715
----REASON FOR ERROR
E-3) NoNRNSWERR LINE FAIL
E-2) BUSY
E-4) NO FACSIMILE CONNECTION —
State of North Carolina
Department of Enviroament and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: 1� 1 � No. Of Pages: (excluding cover)
To: - mjAl 6j From: 6*M3 _ %cco _ w
CO: CO: NC DENR
FAX #: (Ate 5K- 4715 FAQ#: 910-350-2004
t
127 Cardinal Drive Exiensfon, WllrnIngton, N.C. 28405-3849 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Actlon Employtr
A summary of the findings and comments are noted under Section 4 of the report. Please
inform this Office in writing before June 19, 2006 of the specific actions that will be undertaken
and the time frame rtan��irrri to rnR� +hn a„ -

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F.
SOS I D: 0180915
Date Filed: 8/1/2005 10:54:00 AM
Elaine F. Marshall
.� CD-479 50) Business Corporation Use this form only i North Carolina Secretary of State
.1► 9.19 North Carolina Annual Report Contact the North G 2005 213 00254
an Annual Report f
1 Liability Partnershi
Name of Corporation: COASTAL CAROLINA DEVELOPERS, INC.
State of Incorporation: NC Fiscal Year Ending: 12/31/04
Monlh/DayNear
Secretary of State Corporation ID Number; 0180915 Federal Employer ID Number: 56-1507216
If this Is the initial annual report tiling, you must complete the entire form. If your business corporation's information has not ❑
charlged since the previous report, check the box and complete Line 7 only ...............
I Registered agent and registered office street address: (Must be a North Carolina Address)
Name: B. LEON SKINNER
Street Address: 301-A N. GREENMEADOWS DRIVE
City, Stale, Zip Code: WILMINGTON NC 28405 County: NEW HANOVER
2 Mailing address if different from street address:
Mailing Address: 301-A N. GREENMEADOWS DRIVE
City, State, Zip Code: WILMINGTON NC 28405
3 If registered agent changed, signature of new agent;
(signature constitutes consent to the appomlmeni)
4 Enter principal office address and telephone number here:
Street Address: 2905 MARKET STREET
City, State, Zip Code: WILMINGTON NC 28403 Telephone: [phone]
5 Briefly describe the nature of business: LAND DEVELOPMENT
6 Enter name, title, and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
Name: B. LEON SKINNER
Address: 301-A N. GREENMEADOWS DR.
City: WILMINGTON
Name:
Address:
City:
Title: PRESIDENT
State: NC ZIP: 28405
Title:
State: ZIP:
Name: TOM WILSON Title: SECRETARY/TREASURER
Address: 2905 MARKET ST.
City: WILMINGTON State: NC ZIP: 28403
7 Certifica n of annual report (Mu e c leted by all corporations).
7 Xre
Signature (Form must be signed by an officer of Corporat ) Dale
�i1i [, r� 2 1 lLSo SG`Z ��Sv�IE'Itrz
Type or Pnnt Name Title
NCCZ0501 09/24103

Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT of TI-IE
Secretary SECRETARY of STAVE
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 515I2006
Click here to:
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Print apre-populated Annual Report Form I Annual Report Count I File an Annual
2-1
Report I
Corporation Names
Name Name Type
NC Coastal Carolina Legal
Developers, Inc.
Business Corporation information
SOSID:
0180915
Status:
Current -Active
Date Formed:
1/15/1986
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address
Principal Office Address:
Principal Mailing Address:
Stock
Skinner, Leon B
301-a N. Greenmeadows Drive
Wilmington NC 28405
301-a N. Greenmeadows Drive
Wilmington NC 28405
2905 Market St
Wilmington NC 28403-1221
PO Box 3403
Wilmington NC 28406
Class Shares No Par Value Par Value
COMMON 100000 1
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.ne.us/Corporations/Corp.aspx?PltemId=4796301 5/5/2006

Mrs, Valerie Helton
Courtney Pines 140A
7205 Grizzly Bear Court
Wilmington, NC 28411
Subject:
Dear Mrs. Helton:
Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 19, 2005
Counrtney Pines Phase II
Stormwater Permit No. SW8 020302
New Hanover County
As of this date December 19, 2005, the 3 stormwater ponds at Courtney Pines Phase II have not
been formally inspected by this office. Accordin to Section 1� number 16 of the stormwater
permit that was issued to Mr. William Grathwol Coastal Carolina Developers, Inc.) the ponds
must first be inspected by personnel of this office before the stormwater permit can be
transferred. The stormwater management systems for this project must also be certified by the
project engineer and a copy of the recorded deed restrictions must be sent to this office.
To request an official inspection of the ponds, please call me or other personnel from the DWQ
office in Wilmington. [phone]
Thank You,
Gary Beecher
Environmental Technician
EB/ghb-.S:IWQSISTORM WATER120051020302.Dec05
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NZCDEN.R

•
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E. Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Complaint/Emergency Report Form
Wilmington Regional Office
Date Received: SMI Time: lVop
Report Received From: AAAv 36�0%1% .
Agency: How& wrticr (2 t*%j#,eAAeSj Pk -VC. 3
If
Telephone Number (s): (!kio) 961-4159
Location of Problem:
Complaint/Problem: s719'rm k/^& Dowd d(O" nef ot.r►.a■i
Date of Investigation: DcT ZU_ Zest Time Investigated: :ao
Investigation Details: plw�t tie. Gs �!1c. ho,",e. Dc,.ywe
7 -- .
® Investigator:
N. C. Division of Water Quality
Wilmington Regional Office
Date: D&T ZD_ 200(
127 Cardinal Drive Extension [phone] Customer Service
Wilmington, NC 28405 [phone] Fax [phone] ANC1)Ei1R

4
�� . .ice. •.. � 'y ,�y t. •1 �� '
'i
i� y

Date Received Fee Paid i Permit Number
3 ''1-00 2— 2ti. ' /-A _-) 4 1 c, A [Ja D.?n2
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form pray 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):
Coastal Carolina Developers. Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
William Grathwol / President
3. Mailing Address for person listed in item 2 above:
P.O. Box 3403
City: Wilmin on State: NC Zip: 28406
Telephone Number: 910-762-8316
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Courtney Pines Phase II
5, Location of Project (street address):
intersection of Maple Ridge and Rabbit Hollow
City: Wilmington County: New Hanover
6. Directions to project (from nearest major intersection):
From the intersection of NCHM 17 & Gordon Road travel west on Gordon Road to the intersection with
White Road. Turn right on White Road for approx. 3.5 miles. Site will be just past Rabbit Hallow on left_
7. Latitude : N 34Q 17' 30" Longitude: W 770 49' 15" of project
8. Contact person who can answer questions about the project:
Name: Charles D. Cazier Telephone Number: 910-763-5100
IL PERMIT INFORMATION:
1. Specify whether project is (check one): X New
Form SWU-101 Version 3.99 Page 1 of 4
Renewal Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density X_ High Density Redevelop _ General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404//401 Permit NPDES Storinwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-977-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stonn-,%,ater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
treated in three separate wet detention poonds
2. Stormwater runoff from this project drains to the - Cape Fear River basin.
3, Total Project Area: 19.49 acres
5, Flow many drainage basins does the project have'? 3
4. Project Built Upon Area: 33.75 %.
6. Complete the following inforniation 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.
m
..........
Receiving Stream Name
Smith Creek
Smith Creek
Smith Creek
Smith Creek
Receiving Stream Class
C-SW
C-SW
C-SW
C-SW
Drainage Basin Area
19.49 ac
7.13 ac
6.97 ac
5.38 ac
Existing Impervious Area
-
-
-
-
Proposed Impervious Area
6.58 ac
2.62 ac
2.07 ac
1.89 ac
% Impervious* Area (total)
33,75%
36.75%
29,7%
35,0%
................ -, 1
. .... . ...
.......... .........
111, . '
11
M.
On -site Buildings
199,500 sf
84,000 sf
59,500 sf
56,000 sf
On -site Streets
87,013 sf
30,089 sf
30,815 sf
26,073 sf
On -site Parking
On -site. Sidewalks
Other on -site
Off -site
Total:
E=286,513 sf
I 1=1 14,089 sf
E=90,351 sf
82,073 sf
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
Form S WU- 10 1 Version 3,99 Page 2 of 4

How was the off -site impervious area listed above derived'?
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable buiit-upon area for each lot must be provided as an
attachment.
1. The fallowing covenants are intended to ensure ongoing compliance with stale 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 square feet of any lot shall be covered by structures of impervious materials.
Impervious materials include asphalt, gravel, concrete, brick stone, slate or similar material but do not include woad
decking or the water surface ofs wimming 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 slate s tormwaler management permit modification prior
to construction.
3. A11 permitted rurnfffrom outparcels or future development .shall he directed into the permilted.stormwater control
system. These connections to the stormwater control.system shall be performed in a manner that maintains the
integrity and performance r f 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 forn(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 SWU404
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

V1. 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.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Fonn
• One copy of the applicable Supplement Form(s) for each BMP GpG_
• Permit application processing fee of $420 (payable to NCDENR) _ !�Zp.e.
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number and 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): Tri En neerin P.C.
Mailing Address: 419 Chestnut Street
City: Wilmington State: NC Zip: 28401 _
Phone: _(910) 763-5I00 Fax: [phone]
Vlll. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) William Grathwol
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: �LDate: /Q
Form S WU-101 Version 3.99
Page 4 of 4

State Stormwater Management Systems
Permit No. SW8 020302
.F
STATE OF NORTH CAROLINA .:
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Coastal Carolina Developers;,lnc:
Courtney Pines Phase-11a .', .
New Hanover County t•':
FOR THE
construction, operation and maintenance of three wet detention ponds in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data as attached and
on file with and approved by the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until June 28, 2012 and shall be subject to
the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described
in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff as
described on page 3 of this permit, the Project Data Sheet. The subdivision is permitted for
57 lots, each allowed 3,500 square feet of built-upon°area.
Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit. � s .
4. This pond must be operated with a 30' vegetated filter.'
All stormwater collection and treatment systems must be located in either dedicated common
areas or recorded easements. The final plats for the project will be recorded showing all such
required easements, in accordance with the approved plans.
2

State Stormwater Management Systems
Permit No. SW8 020302
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Courtney Pines Phase II
Permit Number:
SW8 020302
Location:
New. Hanover.County
Applicant:
Mr. William Grathwol, President
Mailing Address:
Coastal Carolina Developers, Inc.
PO Box 3403.;'.
Wilmington, NC 28406
Application Date: June 26, 2002 -
Name of Receiving Stream / Index 4: Smith Creek 1 18-74-63
Classification of Water Body: "C Sw"
Design Storm: 1 inch
Pond A Pond B Pond C
Pond Depth, feet:
5.5
5
5.5
Permanent Pool Elevation, FMSL:
35
35
36
Drainage Area, acres:
7.13
.6.97
5,38
Total Impervious Surfaces, ft2:
114,089 .
..90,351
82,073
57 lots at 3,500 ft2:
84,000 ".` �-" ."59,500
56,000
Roads/Parking, ft2
30,089.:.. '
30,815
26,073
Offsite Area entering Pond, ft2:
none, per'Erigineer
Required Surface Area, ft2:
7,202 ';;
6,683
5,152
Provided Surface Area, ft2:
8,095
7,626
6,173
Required Storage Volume, ft3:
12,780
11,086
9,374
Provided Storage Volume, ft3:
14,654
11,818
10,074
Temporary Storage Elevation, FMSL:
36.6
36.35
37.35
Controlling Orifice:
1.5" T pipe
1.5"cp pipe
z
1.25"y pipe
3
.f

State-Stormwater Management Systems
Permit No. SW8 020302
I1. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature (such as
swales) shown on the approved plans as part of the stormwater management system without
submitting a revision to the permit and receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the entire lot,
including driveways and sidewalks, 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.
3. If an Architectural Review Committee (ARC) is required to review plans for compliance
with the BUA limit, the plans reviewed must include all proposed built -upon area. Any
approvals given by the ARC do not relieve the homeowner of the responsibility to maintain
compliance with the permitted BUA limit.
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:_ '=6 s r.
a. Any revision to the approved plans, regardlessoFsize.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built=upon area.
C. Further subdivision, acquisition, or sale of`tk. prpjecf area. The project area is
defined as all property owned by the permittee; fo_ r which Sedimentation and Erosion
Control Plan approval was sought.
f. Filling in, altering, or piping of 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 Director may notify the permittee when the permitted site does not meet one or more of
the minimum regi[;*ements of the permit. Within the time frame specified in the notice, the
permittee shall subnrt 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.
7. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the system
will be repaired immediately.
9. Upon completion of construction, prior to issuance of a.Certificate of Occupancy, and prior
to operation of this permitted facility, a certification must' 6e,received from an appropriate
designer for the system installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and other supporting
documentation. Any deviations from the approved plans and specifications must be noted
on the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be restored to design
condition prior to operation as a stormwater treatment device, and prior to occupancy of the
facility.
4

State Stormwater Management Systems
Permit No. SW8 020302
11. Decorative spray fountains will not be allowed in the stormwater treatment system
12. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual.
13. The permittee shall at all times provide the operation and maintenance necessary to assure
that all components of the permitted stormwater system function at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and maintenance
must occur at the scheduled intervals including, but not.limited to:
a. Semiannual scheduled inspections (every 6 months):
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of structures, orifice;,catch basins and piping.
g. Access to all components of the system must be available at all times.
14. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DWQ. The records will indicate the date, activity, name of person
performing the work and what actions were taken.
15. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -upon area
per lot to the amount as shown on the Project Data Sheet, per Section I, Part 2. The recorded
statements must fallow the form:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 020302, as issued by the Division of
Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a berieficiary of these covenants to the extent
necessary to maintain compliance with the St6fmi"water.Management Permit.
C. These covenants are to run with the land and b'e l in'ding on all persons and parties
claiming under them.
d. The covenants pertaining to stormwater may not-be'altece'd or rescinded without the
express written consent of the State of North Carolina,' Division of Water Quality.
Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
f. The maximum built -upon area per lot is 3,500 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, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be -subject to a reduction
in their allowable built -upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be accomplished
through providing roof drain gutters which drain.to tfie street, grading the lot to drain
toward the street, or grading perimeter swale's 'and -directing them into the pond or
street. Lots that naturally drain into the system_ are not required to provide these
measures.
5

State.Stormwatcr Management Systems
Permit No. SW8 020302
16. Prior to transfer of the permit, the pond must be inspected •by DWQ personnel, and
determined to be in compliance with all permit conditions. Any.items not in compliance must
be repaired or replaced to design condition prior to'the,iransfer. Records of maintenance
activities performed to date will be required.
17. A copy of the recorded deed restrictions must be submitted to the Division within 30 days
of the date of recording the plat, and prior to selling lots. The recorded copy must bear the
signature of the Permittee, the deed book number and page, and stamp/signature of the
Register of Deeds.
18. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of.this permit, the approved plans and specifications, and other supporting
data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking, or
the water surface of swimming pools.
III. GENERAL CONDITIONS
l . This permit is not transferable except after notice to 'arid`approval by the Director. In the
event there is a desire for the facilities to change ownership,,or there is a name change of the
Permittee, a "Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation froii `the'parties involved, including as
may be required, but not limited to, a deed of trust, -recorde'd 'deed restrictions, Designer's
Certification and a signed Operation and Maintenance'plan'.­The project must be in good
standing with DWQ. The approval of this request will be considered on its merits and may
or may not be approved.
2. The permittee is responsible for compliance with the terms and conditions ofthis permit until
such time as the permit is reissued by the State to another responsible party.
3. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to enforcement action by the Division of Water Quality, in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement stormwater
management systems. ,1 ;
6. The permit may be modified, revoked and reissued or termihated for cause. The filing of a
request for a permit modification, revocation and reiss'Uance;or.termination does not stay any
permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the purposes of
inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address changes
within 30 days.
6

State Stormwater Management Systems
Permit No. SW8 020302
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee
for a minimum of ten years from the date of the completion of construction.
Permit issued this the 28th day of June, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
27
Alan W. Klimek,V"Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 020302
7 '.

State Stormwater Management Systems
Permit No. SW8 020302
Courtney Pines Phase I1 Page I of 2
Stormwater Permit No. SW8 020302
New Hanover County
Designer's Certification
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project construction such that the
construction was observed to be built within substantial compliance and intent of the approved plans
and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
1.

State Stormwater Management Systems
Permit No. SW8 020302
Certification Requirements:. Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built -
upon area.
3. All the built -upon area associated with the project i's'graded such that the runoff
drains to the system.
.4. The outlet/bypass structure elevations are per the approved plan.
.5. The outlet structure is located per the approved plans.
b. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets.are located per the approved plans and do not cause short-circuiting of the
system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
.12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a forebay,
and the vegetated filter.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
.a
9

Permit No. > U)% Q Z0 3 0 Z-
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: Courtney Pines Phase 11
Contact Person: Charles D. Cazier Phone Number: 910 7635100
For projects with multiple basins, specify which basin this worksheet applies to: 2
elevations
Basin Bottom Elevation 29.5 ft. (floor of the basin)
Permanent Pool Elevation 35.0 ft. (elevation of the orifice)
Temporary Pool Elevation 36.6 ft. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 8 095 sd.ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SAIDA'
Diameter of Orifice
Design Rainfall
Design TSS Removal2
7.13 ac
2.62 ac
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
25 611cu.ft. (combined volume of twain basin and fore bay)
14.654 cu.ft. (volume detained above the permanent pool)
4 959 cu.ft. (approximately 20% of total volume)
2.32 (surface area to drainage area ratio from DWQ table)
1.5 in. (2 to 5 day temporary pool draw -down required)
1.0 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

Footnotes:
1. When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2. In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
1_I. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to 20% of the total basin volume.
LAX_ c. The temporary pool controls runoff from the design storm event.
C d. The temporary pool draws down in 2 to 5 days.
WA
e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
CC;r, f. The basin length to width ratio is greater than 3:1.
4 g, The basin side slopes above the permanent pool are no steeper than 3:1.
Cam_ h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
GC�r i. Vegetative cover above the permanent pool elevation is specified.
C:X j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
C[�! I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
Cox_ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 4.125_ feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2.25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill ir1 the blanks)
Permanent Pool Elevation 35.0
Sediment moval E1. 32.75 75
--------------- - Sediment Removal Elevation 30.875 75%
Bottom evation 32.11 5'%o ------------------•---------------------------- ---
Bottom Elevation 29.5 25°/�
FOREBAY MAIN POND
5, Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6, if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order,
1 acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
maintenance procedures listed above. 1 agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Mr. William Grathwol
Title: President, Coastal Carolina Developers, Inc.
Address: 2905 Market St. Wilmington, NC 28403
Phone: [phone]
Signature:
Date -
Note: The 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.
1, Della C. Baird a Notary Public for the State of North Carolina______, County
of Pender , do hereby certify that William Grathwol personally
appeared before me this g day of January __2002 , and acknowledge the due execution of
the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
`\```,11111111ifflfl�f�,/
y JBLIG
" COUNT'
"ffkfffI11111 \0
SEAL
My commission expires 10-15-06
Form SWU-102 Rev 3.99 Page 4 of 4

9
• '�• •,��i�tLiJ!!
r.t-

Permit No. 96 -Lo 3 oat,
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information):
Project Name: Courtney Pines Phase Il
Contact Person: Charles D. Cazier Phone Number: (910 ) 763 5100
For projects with multiple basins, specify which basin this worksheet applies to: 3
elevations
Basin Bottom Elevation
30.0
ft.
Permanent Pool Elevation
35.0
ft.
Temporary Pool Elevation
36.35
ft.
areas
Permanent Pool Surface Area 7 626 sq.ft
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DA'
Diameter of Orifice
Design Rainfall
Design TSS Removal
6.97 ac.
2.07 ac.
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure overflow)
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the hasin)
_22,072_ cu.ft. (combined vohime of main basin and forebay)
_11,818 cu.ft. (volume detained above the permanent pool)
4,3.14_ cu.ft. (approximately 20% of total volume)
2.20 (surface area to drainage area ratio from DWQ table)
1.5 in. (2 to 5 day temporary pool draw -down required)
I.0 in.
90 % (minimum 85% required)
FormSWU-102 Rev3.99 Page 1 of 4

Footnotes:
1. When using the Division SAIDA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2, to the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90°/� TSS removal. The NCDENR BMP manual provides design tables for both 85% TSS removal and 90% TSS removal.
ft. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants initials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
C&Q- b. The forebay volume is approximately equal to 20% of the total basin volume.
T ��r c. The temporary pool controls runoff from the design storm event.
Cr-:?-- d. The temporary pool draws down in 2 to 5 days.
WA e. If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations).
f. The basin length to width ratio is greater than 3:1.
r;1:2C - g. The basin side slopes above the permanent pool are no steeper than 3:1.
h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
/'C�L i. Vegetative cover above the permanent pool elevation is specified.
Cam_ j. A trash rack or similar device is provided for both the overflow and orifice.
Cr -2—, k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
I. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin
Cam_ m. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) ❑ does X does not incorporate a vegetated filter at the outlet.
This system (check one) ❑ does X does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs
within 2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed,
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall not be handled in a manner that will adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 3.75 _ feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads 2,25 feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 35.0
Sediment 'oval El. 32.75 /71(,,Io___________Sediment Removal Elevation 31.25Bottom ovation 32.0 ----------------------------------------------J-2
5BottomElevation 30.0°/�
F'OREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm_
6. if the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent possible.
Form SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
1 acknowledge and agree by my signature below that 1 am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Mr. William Grathwol
Title: President, Coastal Carolina Developers, Inc.___
Address: 2905 Market St. Wilmington, NC 28403
Phone: [phone]J 6
Signature:
Date:
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.
1, _Della C. Baird _ , a Notary Public for the State of North Carolina , County
of Pender , do hereby certify that William Grathwol personally
appeared before me this day of _January�_� _2002, and acknowledge the due execution of
the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires 10-15-06
Form SWU-102 Rev 3.99 Page 4 of 4

1'.

C&irtncy5'hws Phase 11
Subject: Courtney Pines Phase II
Date: Tue, 23 Apr 2002 14:51:35 -0400
From: Noelle Lutheran <Noel le. Lutheran@ncmai 1. net>
To: trippeng@worldnet.'att.net
Mr. Cazier,
The Wilmington. Regional Office has received and completed the initial review on Stormwater Project
Number SW8 020302, Courtney Pines Phase IL We are now requesting that the required deed
restrictions required by the SW Permit are at least drafted if not recorded in the Declaration of
Covenants and Restrictions for the subdivision. Please provide a copy of this document so that we can
proceed with the permitting process. I have included, below, the required language. Please make sure
Section 1, 1-5 under For All Projects, and Section V, 1-2 under For High Density or Residential Projects
are included. Thank you.
Sincerely,
Noelle Lutheran
IN(~ORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for certain developments where lots will be subdivided
and sold. Deed restrictions and protective covenants are necessary to ensure that the development
maintains a "built -upon" surface area consistent with the applicable regulation limiting built -upon area.
The following deed restrictions and covenants must be recorded prior to issuing the Stormwater
Management Permit:
I. For All Projects:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
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.
II In addition to all 5 above, restrictions for Low Density Subdivisions
1. The maximum allowable built -upon area per lot is square feet. This allotted amount
1 of 3 4/30/2002 2:17 PM

Courtney Pines Phase II
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.
2 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.
3. Each lot will maintain a 30' wide vegetated buffer between all impervious areas and surface waters.
4. All roof drains shall terminate at least 30' from the mean high water mark of surface waters.
IH In addition to all of the above, these restrictions apply if a low density subdivision has curbs and
gutters:
1. Filling in, piping or altering any designated 5:1 curb outlet swale associated with the development is
prohibited by any persons.
2. This project proposes a curb outlet system. Each designated curb outlet swale shown on the approved
plan must be maintained at a minimum of 100' long with 5:1 (H:V) side slopes or flatter, have a
longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a non -erosive manner, and
maintain a dense vegetated cover.
IV In addition to the above, this restriction applies if any lots lie within CAMA's ACC:
1. "Lots within CAMA's Area of Environmental Concern may have the permitted maximum built -upon
area reduced due to CAMA jurisdiction within the AEC."
V For High Density Residential or Commercial Subdivisions:
(In addition to I-1 through I-5)
1. The maximum allowable built upon area per lot is 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, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
2. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the street, grading the lot to drain
toward the street, or grading perimeter swales to collect lot runoff and directing them into the stormwater
system or into the street. Lots that will naturally drain into the system are not required to provide these
additional measures.
VI I'or Shopping Centers with outparcels or future development:
(In addition to 1-1 through I-5)
1. The maximum built -upon area for outparcel(s) and future areas shown on the approved plans is
square feet. This allotted amount includes any built -upon area constructed within the
property boundaries, and that portion of the right-of-way between the lot lines and the edge of the
2 of 3 4/30/2002 2:17 PM

COUNROY Pines Phase 11
pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
2. The runoff from all built -upon area on the outparcel or future area must be directed into the permitted
stormwater control system.
3. Built -upon area in excess of the permitted amount will require a permit modification.
4. The connection from the outparcel's collection system into the stormwater control shall be made such
that short-circuiting of the system does not occur.
S. If the outparcel or future area is sold, the purchaser must submit a separate stormwater permit
application prior to construction.
Noelle Lutheran <Noelle. Lutheran a,ncmail.net>
3 of 3 4/30/2002 2:17 PM

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
April 24, 2002
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Noelle Lutheran
Re: Courtney Pines Phase D
New Hanover County, NC
TE 01049
Dear Noelle:
API; z 2g02
DIVISION OF Lj Gy
Per your request, please find enclosed two (2) sets of revised plans, a revised page
2 of the stormwater application, a revised page 1 of the wet detention basin supplements
for ponds A and C, and two (2) sets of calculations for the above referenced project.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.1.
CDC:dcb
Enc.

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone]a,00_.^_.1?A1:_(9JO)_7-63-5631
F,CEIVED
MAR 0 5 zoo2
March 4, 2002
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Courtney Pines Phase ❑
New Hanover County, NC
TE 01049
Dear Linda:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form with narrative, three (3) wet detention basin supplements,
two (2) sets of calculations and one check for the application fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
ae�
Charles D. Cazier, EA.
CDC:dcb
Enc.

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1

March 5, 2002
Stormwater Narrative
Courtney Pines Phase 11
New Hanover County, NC
TE 01049
Courtney Pines Phase 11 is a residential subdivision with a total tract area of 19.49 acres.
Stormwater will be handled by three ponds sized to meet both the State's V and the New
Hanover County pre -post requirements. Stormwater is routed to the ponds via closed pipe
systems.
Within the tract, 57 lots at 3,500 sf each and 87,013 sf of asphalt pavement are proposed.
The total site impervious area is 33.75%. The overall subdivision will be considered high
density treated by wet detention. Runoff from this site drains to Smith Creek,
classification C-SW.

4123102
CDC
01049
Stormwatcr Calculations
Total Drainage Area
ft. acres
310,447 7.13
Impervious Area
Land Use
s . ft.
acres
buildings
84.000
1.93
arkin 1as halt
30.089
0.69
sidewalk
0
0.00
Total
114,089
2.62
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 1,300 ft.
change in Height (H) = 4.5 ft.
Tc = (L' IH)� 1 128
17.29 min.
Flow for 10 year, 6 hour Storm (010)
QPgr = (CPRE) x (110) x (Area)
11.22 cfs
QPosT = (CPosT) x ()1a) x (Area)
22.90 cfa
Soil Storage Capacity for 10 year Storm:
CN = (98)(% imp.) + (45�(1-% imp.)
- 65
P = 4.82 in. forl Oyr, 6 hr storm
S= 1000ICN-10
5.38
Depth (D)= [P-(0.2)(S)]2 1 IP+(0.8)(S)]
1.53 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] I O2.Posr
20.78 min.
Detention Pond Design:
Pond Size:
Eievation
ft.
Surface Area
(sq. ft.
Normal Pool
35.00
8,095
Flood Pooi
36.60
10,223
'Top of Bank
41.00
16,821
Bottom of Pool
29.50
1,218
Provided Storage Volume:
Vol_ = [(Normal pool $A + Flood Pool SA) i 2]
x (F.P. elev. - N.P. eley.)
14,654 cu. ft,
�\1CARf OZ/
•CL S73i4
"°y'• FNG INF`` �Q
G R EG')
717111/I I I I I I h11110
96 impervious = 0.367
= 36.7%
say 37,0%
CPRE = 0.25
CPosT = (% imp.)(.95)+(1-% imp.)(.25)
= 0.51
11a = 6.30 in/hr
125= 7,13 in/hr
Flow for 25 year, 6 hour Storm (025):
QPRE= (CPRE) X (125) x (Area)
12.70 cfs
Qww = (CPosT) x (125) x (Area)
25.92 cfs
Soil Storage Capacity for 25 year Storm:
CN = (98)(% imp.) + (45)(1-% imp.)
65
P = 5.71 in. for 25 yr, & hr storm
S = 10001CN - 10
5.38
Depth (D)= [P-(0.2)(S)]2I [P+(0.8)(S)]
2,14 in.
Time to Peak Flow:
TP = [(43,5) (D) (Area)] I Qt0,PO5T
25.63 min.
brave ounace Area mequirement
at normal is
Pond side slopes =
3 :1
Depth below N.P. =
5.5 ft.
SAIDA =
0.0232
(Chart for SO% TSS Removal for Wet Detention
Required SA = (SAIDA) x (Total Drainage Area)
State Volume Required for Storaoe of first 1" of runoff
Vol._ [(1112) x (DA) x (% imp.)] +
[(1112) x (DA) x (1-% imp.) x C]
C - 0.2
12,780 cu.ft.
4 �Ao 4-z4-07-
01049PONDA 1 of 2

LoLerNe-� 1pr.-465
4123102 p�-4D 1w,
CDC Stomw+ater Ca"lations
Pond Volume:
Bottom SA = 1,218 sq. ft,
Normal Pool SA = 8,095 sq. ft,
Vol. _ [(N.P. SA + Bottom SA) 1 21 x (N.P. el. - Bottom el.)
W 25,611 cu. ft.
Forebav:
Required Volume
Vol. = 20% of total permenant storage volume
5,122 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. 1 172,800 sec. (2-days)
= 0.074 cfs
Required Area of Pipe for 2-day drawdown
A= Q I [Cd x SQRT(2 x g x h)l
Cd = 0.6
g = 32.2 ft.ls2
h = (F.P. elev.- N.P. elev.) 12
0.8 ft.
A= 0.0172sq. ft.
Diameter of Pine for 2-dav drawdown
DIA. = SQRT[(A x 4) 1 pi]
0.1479 ft.
1.77 in.
'Use: 1.5 in diameter pipe
Outlet Structure Check:
Using a W x 4' Basin,
Perimeter L = 16 ft.
Q = C1A
C = (% imp)(95) + (1-96 imp.)(.25)
= 0.51
1 = 7.13 in. for a 25 yr. Storm
A = 7.13 Acres
25.92 cfs
Q= CwxLxH°'S
H = (Q 1 (Cw x L))2"
Cw = 3
Peak elevation = flood pool elevation + H
37.26 ft.
Provided Volume
010le
Bottom SA =
872 sq. ft.
Normal Pool SA =
2.434 sq. ft.
Vol. _
[(N.P. SA+ Bottom $A) 1 21 x (N.P. el. - Bottom el.)
4,959 cu. ft.
depth =
3 ft.
Flow for 5-day drawdown:
for 1st 1" of stormwater,
Q = Required Vol. 1432,000 sec. (5-days)
0.030 cfs
Required Area of Pipe for 5-day drawdown
A= Q 1 ]Cd x SQRT(2 x g x h)]
Cd = 0.6
g = 32.2 ft.ls2
h = (F.P. elev. - N.P. elev.) 1 2
0.8 ft.
A = 0.0069 sq. ft.
Diameter of Pie for 5-day drawdown:
DIA. = SQRT[(A x 4) 1 pi]
0.0935 ft.
1.12 in.
01049PONDA 2 of 2

J I
314102 Courtney Pines Pond B 01049
CDC Stormwater Calculations
Total Drainage Area
ft. acres
303,780 6,97
Impervious Area
Land Use
s . ft.
acres
buildings
59,500
1,37
[2rkinSgasphatt
30,851
0.71
sidewalk
0
0.00
Total
90,351
2.07
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L) = 1.300 ft.
change in Height (H) = 4.5 ft.
Tc = (L' 1H) wn 1 128
17.29 min.
Flow for 10 year, 6 hour Storm (Q10):
QPRE _ (CPRE) x (170) x (Area)
= 10.98 cfs
Qpos-r = (C1OST) x (110) x (Area)
20.21 cfs
oyo -N.-Y ,.. � � yra.
CN = (98)(% imp.) + (45)(1-% imp.)
= 61
P = 4.82 in. forl0yr, 6 hr storm
S - f 000lCN - 10
6.39
Depth (D)= [P-(0.2)(S)12 ! [P+(0.8)(S)]
1.26 in,
Time to Peak Flow:
TP = [(43.5)(D)(Area)] ! O2.Posr
18.95 min.
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
.ft.
Normal Pooi
35.00
7,626
Flood Pool
36.35
9,882
Top of Bank
41.00
18,461
Bottom of Pool
30.00
400
Provided Storage Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) 121
x (F.P. elev. - N.P. elev.)
11,818 cu.ft.
% impervious - 0.297
= 29.7%
say 30.0%
CPRE = 0,25
Caosr = (% imp.)(.95)+(1-% imp.)(.25)
0,46
110 = 6,30 irdhr
125 = 7.13 inlhr
Flow for 25 year, 6 hour Storm (025):
QPRE _ (C-ftf) x (1S5) x (Area)
= 12.43 cis
QPOTT = (CposT) x (127) x (Area)
22.87 cis
Soil Storage Capacity for 25 veaf Storm:
CM = (98)(% imp.) + (45)(1-% imp.)
- s1
P = 5.71 in. for 25 yr, 6 hr storm
S - 10001CN - 10
6.39
Depth (D)= [P-(0.2)(S)]2 ! [P+(0.8)(S)]
1.81 in.
Time to Peak Flow:
TP = [(43.5)(D)(Area)] ! Q1o,Posr
24.06 min.
State Surface Area Reauirement at normal
Pond side slopes = - 3 :1
Depth below N.P. = 5 ft.
SAIDA = 0,0220
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA s (SAIDA) x (Total Drainage Area)
6.683 sq. ft.
State Volume Reauired for Storage of first V of runoff:
Vol.- ((1112) x (DA) x (% imp.)] +
[(1112) x (❑A) x (1-% imp.) x C]
C = 0.2
11,086 cu.ft.
01049PONDB 1 of 2

314102 Courtney Pines Pond B
CDC Stomrwater Calculations
Pond Volume:
Bottom SA = 400 sq. ft.
Normal Pool SA = 7,626 sq. ft.
Vol. = [(N.P. SA + Bottom $A)121 x (N.P. el. - Bottom el.)
22,072 cu. ft.
Forebay:
Required Volume
Vol. = 20% of total permenant storage volume
4,414 cu. ft.
Outlet Structure Desiqn:
Flow for 2-day drawdown:
for 1 st 1' of stormwater,
Q = Required Vol. 1172,800 sec. (2-days)
0.064 cfs
Required Area of Pipe for 2-day drawdown:
A= Q! [Cd x SQRT(2 x g x h)]
Cd = 0.6
9. 32.2 ft.1s7
h = (F.P. elev.- N.P. elev.) 12
0.675 ft.
A = 0.0162 sq. ft.
Diameter of Pioe for 2-dav drawdown:
DIA. = SQRT[(A x 4) 1 pi]
0.1437 ft.
1.72 in.
'Use: 1.5 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.46
l = 7.13 in. for a 25 yr. Storm
A = 6.97 Acres
= 22.87 cfs
Q= CwxLxHi5
H = [Q 1 (Cw x L)]2"3
Cw = 3
0.61 ft.
Peak elevation = flood pool elevation + H
36.96 ft.
Provided Volume
Bottom SA = 442 sq. ft.
Normal Pool SA = 2,434 sq. ft.
Vol. = [(N.P. SA+ Bottom SA) / 21 x (N.P. ei. - Bottom el.)
4,314 cu. ft.
depth = 3 ft.
Flow for 5-day drawdown:
for 1st V of stormwater,
Q = Required Vol. 1432,000 sec. (5-lays)
= 0.026 cfs
Required Area of Pipe for 5-day drawdown:
A= Q1[CdxSQRT(2xgxh)]
Cd = 0.6
g = 32.2 ft./s2
h = (F.P. elev. - N.P. elev.) 12
_ . 0,675 ft.
A = 0.0065 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) 1 pi]
0.0909 ft.
1.09 in.
01049
01049PONDB 2 of 2

4123102 COURTNEY PINES 01049
CDC POND "C"
Stormwater Cafcuta(ions
Total Drainage Area
ft.
acres
234.164
5.38
Impervious Area
Land Use
sq.ft,
acres
buitdin s
56,000
I.N-
parkinglasphalt
26.073
0.60
sidewalk
0
0.00
Totat
82,073
1.88
Stormwater Calculations:
Time of Concentration:
Hydraulic Length (L)= 1,300 ft.
change in Height (H) = 4.5 ft.
Tc = (L-'IH),a8o 1 128
17.29 min.
Flow for 10 year, 6 hour Storm (Q10):
QPRE _ (CPRE) x (110) X (Area)
8.47 cfs
QPOSr = (Cps) x (110) x (Area)
16.93 cfs
Soil Storage Capacity for 10 year Storm:
CN = (981(% imp.) + (45)(1-% imp.)
= 64
P = 4.82 in. for10yr, 6 hr storm
S = 10001CN - 10
= 5.63
Depth (D)= (P-(0.2)(S))2I [P+(0.8)(S)]
= 1.46 in.
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] 1 Q2 PosT
20.23 min.
Detention Pond Design:
Pond Size:
Elevation
ft.
Surface Area
(Sq. ft.
Normal Pool
36.00
6,173
Flood Pool
37.35
8,751
of Bank
41.00
18,488
.Top
Bottom of Pool
30.50
290
Provided Stara a Volume:
Vol. _ [(Normal pool SA + Flood Pool SA) 1 21
x (F.P. elev. - N.P. elev.)
L= 10,074 cu,ft,
% impervious = 0.350
= 35.0%
say 35.0%
CPRE = 0.25
Cpasr = (% imp.)(.95)+(1-% imp,)(. 25)
0.50
110 = 6.30 inlhr
125 = 7.13 in/hr
Fkow for 25 year, 6 hour Storm (Q25);
QpR _ (CPRE) x N5) x (Area)
9.58 cfs
QPQ' = (CPosr) x (12$) x (Area)
19.16 cfs
CN = (98)(% imp.) + (45)(1-% imp.)
64
P = 5.71 in. for 25 yr, 6 hr storm
S = 10001CN - 10
= 5.63
Depth (0)= )P-(0.2)(S)]2I [P+(0.8)(S)]
2.06 in.
Time to Peak Flow:
Tp = [(43.5)(D)(Area)] 1 Q70 poST
25.12 min.
State Surface Area Requirement at normal I:
Pond side slopes = 3 :1
Depth below N.P. = 5.5 ft.
SAIDA = 0.0220
(Chart for 90% TSS Removal for Wet Detention
Pond without Vegetative Filter
Required SA = (SAIDA) x (Total Drainage Area)
5,152 sq. ft.
State Volume Required for Staraae of first 1" of runoff
Vol.- [(1112) x (DA) x (% imp.)] +
[(1/12) x (DA) x (1-% imp.) x Cl
C = 0.2
= 9,374 cu.ft.
01049PONDC 1 of 2

4123l02 COURTNEY PINES 01049
CDC POND'C'
Storrnwater Calcufations
Pond Volume:
Bottom SA = 290 sq. ft.
Normal Pool SA = 6.173 sq. It.
Vol. = RN.P. SA+ Bottom SA)! 21 x (N.P. el. - Bottom el.)
17,773 cu. ft.
Forebay:
Required Volume
Vol. = 70% of total permenant storage volume
= 3,555 cu. ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1 st 1' of stormwater,
4 = Required Vol, 1 172.800 sec. (2-days)
= 4.054 cfs
Required Area of Pipe for 2-day drawdown
A= Q! [Cd x SQRT(2 x g x h)]
Cd = 0.6
9 = 32.2 ftJs2
h = (F.P. elev.- N.P. etev.) 12
0,675 ft.
A = 0.0137 sq, ft.
Diameter of Pipe for 2-day drawdown:
171A. = SQRT[(A x 4) / pi]
= 0.1321 ft.
= 1.59 in,
'Use: 1.25 in diameter pipe
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimoter L = 16 ft.
Q = CIA
C = (96 imp.)(.95) a (1-% imp.)(.25)
0.50
1 = 7.13 in. for a 25 yr. Storm
A = 5,38 Acres
19,16 Ms
Q = Cw x L x H1'5
H = [Q ! (Cw x L)]2"
Cw = 3
0.54 ft.
Peak elevation = flood pool elevation + H
37.89 ft.
Provided Volume
Bottom SA = 257 sq. ft.
Normal Pool SA = 2,055 sq. ft.
Vol. = [(N.P. SA + Bottom SA) 1 2] x (N.P. el. - Bottom el.)
3,468 cu, ft,
depth = 3 ft,
Flow for 5-day drawdown:
for 1 st 1' of stormwater,
Q = Required Vol. / 432,000 sec. (5-days)
0,022 cfs
Required Area of Pipe for 5-day drawdown
A= Q![CdxSQRT(2xgxh)]
Cd = 0.6
g = 32,2 ft.ls'
h = (F.P. elev. - N.P. elev.) 12
0.675 ft.
A = 0.0055 sq. ft.
Diameter of Pipe for 5-day drawdown:
DIA. = SQRT[(A x 4) 1 pi]
0.0836 ft.
= 1.00 in.
01049PONDC 2 of 2

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington; North Carolina 28401
Phone: [phone] • FAX: [phone]
.rune 25, 2002 RECEIVED
NCDENR JUN 2 6 2002
Division Water Quality 1BY.
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Noelle Lutheran
Re: Courtney Pines Phase II
SW8 020302
New Hanover County, NC
TE 01049
Dear Noelle:
ml-
In
response to your email dated April 23, 2002, please find enclosed a copy of the
recorded deed restrictions for the above referenced project. Please review for approval
and contact us with any questions, comments or if you need additional information.
Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.J.
CDC:dcb
Enc.

STATE OF NORTH CAROLINA DECLARATION OF COVENANTS,
CONDITIONS AND RESTRICTIONS
COUNTY OF NEW HANOVER COURTNEY PINES, SECTION 4
THIS DECLARATION, made on the date hereinafter set forth by
COASTAL CAROLINA DEVELOPERS, INC., hereinafter referred to as
"Declarant" or "Developer".
WITNESSETH:
WHEREAS, Declarant is the owner of certain property in New
Hanover County, North Carolina, which is more particularly
described as COURTNEY PINES SUBDIVISION, SECTION 4, as shown on map
of same recorded in Map Book at Page in the New Hanover
County Registry (hereinafter sometimes referred to as "COURTNEY
PINES, SECTION 4").
NOW, THEREFORE, Declarant hereby declares that all of the
properties, including all lots, described above shall be held, sold
and conveyed subject to the following easements, restrictions,
covenants and conditions, which are for the purpose of protecting
the value and desirability of, and which shall run with, the real
property and be binding on all parties having any right, title or
interest in the described properties or any part thereof, their
heirs, successors and assigns, and shall inure to the benefit of
each owner thereof.
ARTICLE I
DEFINITIONS
Section 1. "Association" shall mean and refer to COURTNEY
PINES OWNERS ASSOCIATION, INC., or its successors and assigns, a
non-profit corporation formed or to be formed by the Declarant
primarily as an association for the lot owners of COURTNEY PINES,
all sections.
Section 2. "Owner" shall mean and refer to the record owner,
whether one or more persons or entities, of a fee simple title to
any Lot which is a part of the Properties, including contract
sellers, but excluding those having such interest merely as
security for the performance of an obligation.
Section 3. "Properties" shall mean and refer to that certain
real property hereinbefore described, known as COURTNEY PINES,
SECTION 4 and/or such additions thereto as may hereafter be brought
within the jurisdiction of the Association.
Section 4. "Common Area" shall mean all real property, if
any, (including the improvements thereto) owned or maintained
(subject to the authority of the Declarant) by the Association for
the common use, benefit and enjoyment of the owners. The Common
Area to be owned or maintained by the Association will be shown on
a recorded plat recorded in the New Hanover County Registry.
Section 5. "Lot" shall mean and refer to those enumerated
parcels of land upon which single family residences may be built as

shown upon that map recorded in Map Book at Page in the
New Hanover County Registry and any other recorded subdivision map
of the Properties. As used herein, "Lot" does not include "common
areas".
Section 6. "Declarant" or "Developer" shall mean and refer to
COASTAL CAROLINA DEVELOPERS, INC., its successors and assigns if
such successors or assigns should acquire more than one undeveloped
Lot from the Declarant or Developer for the purpose of development.
"Undeveloped Lot" shall mean a lot which has not been subdivided or
platted for sale or building purposes.
ARTICLE II
PROPERTY RIGHTS
Section 1. Owners' Easements of Enjoyment. Every owner shall
have a right and easement of enjoyment in and to the Common Area
(if any) which shall be appurtenant to and shall pass with the
title to every Lot, subject to the following provisions:
(a) the right of the Association to suspend the voting rights
and right to use of the Common Areas by an owner for any period
during which any assessment against his Lot remains unpaid; and for
a period not to exceed 60 days for any infraction of its published
rules and regulations;
(b) the right of the Association to dedicate or transfer all
or any part of the Common Area to any public agency, authority or
utility for such purposes and subject to such conditions as may be
agreed to by the members. No such dedication or transfer shall be
effective unless an instrument agreeing to such dedication or
transfer signed by two-thirds (2/3rds) vote of the members of the
Association has been recorded;
(c) due to noise concerns, safety, liability and property
damage reasons, no motorized, gas or electric vehicles, including
dirt bikes and all terrain vehicles (ATV's) are permitted on the
common areas or grounds of the properties. Only maintenance
equipment needed to maintain the grounds are exempt from this rule.
(d) the rights of the Declarant as set forth herein.
Section 2. Delegation of Use. Any owner may delegate, in
accordance with the By --Laws, his right of enjoyment to the Common
Area the members of his family, his tenants, or contract purchasers
who reside on the property.
ARTICLE III
MEMBERSHIJ AND VOTING RIGHTS
Section 1. Every owner of a lot which is subject to
assessment shall be a memberlof the Association. Membership shall
be appurtenant to and may not be separated from ownership of any
Lot which is subject to assessment.
2

Section 2. The Association shall have two classes of voting
membership:
Class A. Class A members shall be all Owners, with the
exception of the Declarant, and shall be entitled to one
vote for each Lot owned. When more than one person holds
an interest in any Lot, all such persons shall be
members. The vote for such Lot shall be exercised as
they determine, but in no event shall more than one vote
be cast with respect to any Lot.
Class B. The Class B member(s) shall be the Declarant
and shall be entitled to three (3) votes for each Lot
owned. The Class B membership shall cease and be
converted to Class A membership on the happening of
either of the following events, whichever occurs earlier:
(a) when the total vote outstanding in the Class A
membership equals the total votes outstanding
in the Class B membership, or
(b) on December 31, 2010.
Section 3. Management of the affairs of the Association shall
be the right and responsibility of its Board of Directors in
accordance with this Declaration and the By -Laws, PROVIDED,
HOWEVER, that any powers and duties exercised by the Board of
Directors shall not affect, reduce or impair the authority or power
of the Declarant to exercise its rights as developer, including,
but not limited to, matters pertaining to planning, drainage,
grading and subdivision plans.
ARTICLE IV
COVENANT FOR ASSESSMENTS
Section 1. Creation of the Lien and Personal Obligation of
Assessments. The Declarant, for each Lot owned within the
Properties, hereby covenants, and each Owner of any Lot by
acceptance of a deed therefor, whether or not it shall be so
expressed in such deed, is deemed to covenant and agree to pay to
the Association: (1) annual assessments or charges, and (2)
special assessments for capital improvements, such assessments to
be established and collected as hereinafter provided and (3) such
other assessments or charges as the Declarant or the Board of
Directors shall determine, including penalties for late payments.
The annual and special assessments, together with fines, penalties,
interest, costs and reasonable attorney's fees as determined by the
Declarant or Association, shall be a charge on the land and shall
be a continuing lien upon the property against which each such
assessment is made. Each such assessment, together with interest,
costs and reasonable attorney's fees, shall also be the personal
obligation of the person who was the owner of such property at the
time when the assessment fell due. The personal obligation for
delinquent assessments shall not pass to his successors in title
unless expressly assumed by them.
3

Section 2. Purpose of Assessments. The assessments -levied by
the Association shall be used exclusively to promote the health,
safety and welfare of the residents in the Properties and for the
improvement and maintenance of all easements, utilities and the
Common Area, specifically including, but not limited to, the
maintenance, repair and replacement of utility easements,
stormwater drainage facilities and easements, delegated to the
Association by the Declarant, and maintenance and repair of all
other utility facilities and utility equipment not otherwise
maintained and repaired by municipal, public or private utility
authorities or by the Declarant. The assessments shall also be
used for the maintenance and operation of all lighting facilities,
if any, maintenance and repair of any amenities located upon the
common areas, if any, maintenance of the entrance area and
subdivision sign, the costs of enforcing this Declaration, and the
payment of all other expenses associated with the Common Areas,
including the prompt and full payment of all ad valorem property
taxes and insurance for said common area(s). In addition, the
assessments shall also be used for doing any other thing(s)
necessary or desirable in the opinion of the Association to keep
the property in neat and good order, and to provide for the health,
welfare and safety of the Owners and residents of COURTNEY PINES
SUBDIVISION. The assessments provided for hereunder shall also be
used to fund the necessary expenses for drainage and stormwater
management (as well as other common areas) in conjunction with
adjacent and/or neighboring subdivisions which are part of the same
drainage network or system as determined by the Declarant to be
necessary or appropriate. Necessary expenses shall be determined
and assessed equally on a per lot basis unless otherwise agreed to
by the subdivisions in the drainage network.
Section 3. Annual Assessment. A lot shall not be subject to
annual assessments until the lot is sold by the Declarant to an
Owner other than the Declarant.
(a) Until January 1 of the year immediately following the
conveyance of the first Lot to an Owner, the maximum annual
assessment shall be determined by the Declarant.
(b) From and after January 1 of the year immediately
following the conveyance of the first Lot to an Owner, the
maximum annual_ assessment may be increased each year not more
than 5% above the maximum assessment for the previous year
without a vote of the membership.
(c) From and after January 1 of the year immediately
following the conveyance of the first Lot to an Owner, the
maximum annual assessment may be increased above 5% only by a
vote of two-thirds (2/3) of each class of members who are
voting in person or by proxy, at a meeting duly called for
this purpose.
(d) The Board of Directors may fix the annual assessment at
an amount not in excess of the maximum as desired.
Section 4. Special Assessments for Capital Improvements. In
addition to the annual assessments authorized above, the
Association may levy, in any assessment year, a special assessment
4

applicable to that year only for the purpose of defraying, in whole
or in part, the cost of any construction, reconstruction, repair or
replacement of a capital improvement upon the Common Area,
including fixtures and personal property related thereto, provided
that any such assessment shall have the assent of two-thirds (2/3)
of the votes of each class of members who are voting in person or
by proxy at a meeting duly called for this purpose.
Section 5. Insurance. The Board of Directors, on behalf of
the Association, as a common expense, shall at all times keep the
property, if any, of the Association insured against loss or damage
by fire or other hazards and other such risks, including, but not
limited to, directors' liability and public liability insurance,
upon such terms and for such amounts as may be reasonably necessary
from time to time to protect the Properties and Common Area, which
insurance shall be payable in case of loss to the Association for
all members. The Association shall have the sole authority to deal
with the insurer in the settlement of claims. Such insurance shall
be obtained without prejudice to the right of each member to insure
his personal property for his own benefit at his own expense. In
no event shall the insurance coverage obtained by the Association
be brought into contribution with insurance purchased by members or
their mortgagees. An individual lot owner's liability for damage
to the common areas shall not be absolute, but rather only that
determined in accordance with North Carolina law.
Section 6. Insurance Assessments. All insurance policy
premiums on the Common Areas for the benefit of the Association
purchased by the Board of Directors or its designee and any
deductibles payable by the Association upon loss shall be a common
expense, and the Association shall levy against the Owners equally
as an additional annual assessment, (herein called "Insurance
Assessment") which shall be in addition to the amounts provided for
under Section 3 above, an amount sufficient to pay the annual cost
of all such insurance premiums.
Section 7. Notice and Ouorum for Any Action Authorized Under
Sections 3 and 4. written notice of any meeting called for the
purpose of taking any action authorized under Section 3 or 4 shall
be sent to all members not less than 30 days nor more than 60 days
in advance of the meeting. At the first such meeting called, the
presence of members or of proxies entitled to cast sixty percent
(60%) of all the votes of the membership shall constitute a quorum.
If the required quorum is not present, another meeting may be
called subject to the same notice requirement, and the required
quorum at the subsequent meeting shall be one-half (1/2) of the
required quorum at the preceding meeting. No such subsequent
meeting shall be held more than 60 days following the preceding
meeting. No provision in this Section 7 shall operate to prevent
the Declarant from enjoying and exercising the rights set forth in
Article III above.
Section S. Uniform Rate of Assessment. Both annual and
special assessments must be fixed at a uniform rate for all Lots.
Section 9. Date of Commencement of Annual Assessments: Due
Dates. The annual assessments provided for herein shall commence
as to all Lots on the first day of the month following the
5

conveyance of the Common Area unless determined otherwise by the
Board of Directors. The first annual assessment shall be adjusted
according to the number of months remaining in the calendar year.
The Board of Directors shall fix the amount of the annual
assessment against each Lot at least thirty (30) days in advance of
each annual assessment period. Written notice of the annual
assessment shall be sent to every Owner subject thereto. The due
dates shall be establishedl•by the Board of Directors. The
Association shall, upon demand, and for a reasonable charge,
furnish a certificate signed by an officer of the association
setting forth whether the assessments on a specified Lot have been
paid. A properly executed certificate of the Association as to the
status of assessments on a lot is binding upon the Association as
of the date of its issuance. Notwithstanding any language to the
contrary herein, as long as the Developer is actively developing
COURTNEY PINES and is primarily responsible for the maintenance of
the Common Areas then the Developer may, in its sole discretion,
choose not to levy or assess any lots for assessments.
Section 10. Effect of Nonpayment of Assessments: Remedies of
the Association. Any assessment not paid within thirty (30) days
after the due date shall bear interest from the due date at the
maximum legal rate in effect when due along with such other
penalties, fines, costs, expenses and attorney's fees as determined
by the Declarant or Board of Directors. The Association may bring
an action at law against the Owner personally obligated to pay the
same, or foreclose the lien against the property. No owner may
waive or otherwise escape liability for the assessments provided
for herein by non-use of the Common Area or abandonment of his Lot.
Failure to pay assessments does not constitute a default under any
insured mortgage owed by an Owner.
Section 11. Subordination of the Lien to Mortgages. The lien
of the assessments provided for herein shall be subordinate to the
lien of any first mortgage. Sale or transfer of any Lot shall not
affect the assessment lien. However, the sale or transfer of any
Lot pursuant to mortgage foreclosure or any proceeding in lieu
thereof, shall extinguish the lien of such assessments as to
payments which became due prior to such sale or transfer. No sale
or transfer shall relieve such Lot from liability for any
assessments thereafter becoming due or from the lien thereof.
Mortgagees are not required to collect assessments.
Section 12. Working Capital Assessment. At the time title to
a lot is conveyed from Declarant to the initial owner other than
the Declarant, said owner shall contribute to the Association as a
working capital reserve the amount of Fifty Dollars ($50.00). Such
funds shall be used solely for initial operating and capital
expenses of the association, including but not limited to
insurance, supplies, furnishings and equipment. Amounts paid into
the working capital fund are not to be considered as advance
payments of regular assessments. Any working capital funds
remaining at the end of the first full operating year may be
transferred to and become part of the general funds of the
Association in the discretion of the Declarant or Board of
Directors, as appropriate.
6

Section 13. Maintenance by Association. The Association
shall be responsible for maintaining, repairing and replacing all
areas, facilities, easements and other matters referred to in
Article IV, Section 2 above as may be directed or assigned by the
Declarant.
Section 14. The Association formed pursuant to this
Declaration shall become responsible for the stormwater management
of the properties at such time as the Declarant/Developer turns
over control of said Association to the owners or buyers of lots.
At such time the Association shall sign such documentation as may
be required by the State of North Carolina Department of
Environmental and Natural Resources, Division of Water Quality,
including but not limited to a stormwater management permit
application, a Curb Outlet System Supplement, Permit Name/Ownership
Change Form. In addition, the Association shall enter into any
other agreements or documentation required by the State of North
Carolina or any agency or department thereunder as well as any
agency or department of the County of New Hanover. Any person or
entity purchasing a lot in this subdivision shall be subject to and
shall be deemed to have agreed to comply with and cooperate with
the requirements herein.
ARTICLE V
ARCHITECTURAL CONTROL
Section 1. No dwelling, residence, building, fence, wall or
other structure shall be commenced, erected or maintained upon the
Properties, nor shall any exterior addition to or change or
alteration therein be made until the plans and specifications
showing the nature, kind, shape, height, materials and location of
the same shall have been submitted to and approved in writing as to
harmony of external design and location in relation to surrounding
structures and topography by the Declarant, or its designee, or if
applicable, the Board of Directors of the Association, or by an
architectural committee composed of three (3) or more
representatives appointed by the Board. In the event said Board,
or its designated committee, fails to approve or disapprove such
design and location within thirty (30) days after said plans and
specifications have been submitted to it, approval will not be
required and this Article will be deemed to have been fully
complied with provided that such addition, construction or
alteration is in conformity with the overall plan, design and
appearance of COURTNEY PINES SUBDIVISION, SECTION 4 in general.
Non -approval of any such plans, location or specification may be
based upon any reasonable ground that in the discretion of the
Declarant or Architectural Control Committee shall be deemed as
inconsistent with the general development and the standards of
quality of said subdivision and is materially detrimental to the
value of the subdivided lots in said subdivision. One copy of all
plans and related data shall be furnished to the Declarant or
Architectural Control Committee, as the case may be, for its
records. Neither the Declarant nor the Architectural Control
Committee shall be responsible for any structural or other defects
in plans and specifications submitted to it or any structure
erected according to such plans and specifications.
7

Section 2. Developer's Rights. All duties and
responsibilities conferred upon the Board of the Architectural
Control Committee by this Declaration or the Bylaws of the
Association shall be exercised and performed by the Declarant or
its designee, so long as Declarant shall own any lot in the
Properties or any additions annexed thereto by Supplemental
Declaration or Amendment to this Declaration. Declarant reserves
all rights as to planning, installation and construction of all
matters concerning grading and drainage and all matters involving
or pertaining to engineering and architectural matters. In
addition, the Declarant shall have sole authority as to matters
requiring compliance or adherence to state or county planning, land
use, drainage and stormwater requirements or regulations.
Section 3. Approval of Plans:
A. No house plans will be approved unless the proposed house
shall have a minimum of 1300 square feet of finished (heated)area
as defined by the National Association of Home Builders Accredited
Standard Committee's Proposed Standards Approved Sept. 30, 1995.
The term "enclosed dwelling area" as used in the minimum
requirements shall be the total enclosed area within a dwelling;
provided, however, that such term does not include garages,
terraces, decks, open porches and like areas.
B. The exterior of all houses and other structures must be
completed within twelve (12) months after the construction of same
shall have commenced, except where such completion is impossible or
would result in great hardship to the owner or builder, due to
strikes, fires, national emergency, or natural calamities.
C. No improvement shalll be erected, altered, placed upon, or
permitted to remain on any�lot other than one detached single
family dwelling and garage or garages (whether attached or detached
to the dwelling). No detached garage shall be more than one story
in height and shall never be used for living quarters of any kind,
either for guests, members of the family or servants, and the
construction or maintenance of so-called "garage -apartments" on any
lot is expressly prohibited. Storage and utility buildings, in
conformity with the dwelling constructed on said lot, may be
allowed only with the express written consent of the Developer.
ARTICLE VI
EASEMENTS
Section 1. Easements are reserved and may be granted by
Declarant (or the Association, once the Declarant has assigned or
transferred management and control of the Association to the
owners) as necessary in the Common Areas for installation and
maintenance of underground utilities and drainage facilities.
Section 2. An easement is hereby granted to all police, fire
protection, ambulance and all similar persons, companies or
agencies performing emergency services to enter upon the lots and
Common Area in the performance of their duties.
8

Section 3. In case of an emergency originating in or
threatening any lot or the common areas and facilities, regardless
of whether any Lot Owner is present at the time of such emergency,
the Board of Directors, or any other person authorized by it, shall
have the right to enter upon any lot for the purpose of remedying
or abating the causes of such emergency and making any other
necessary repairs not performed by the Lot Owners, and such right
of entry shall be immediate.
Section 4. The Declarant reserves unto itself, its successors
and assigns, a perpetual, alienable and releasable easement and
right on, over and under the ground with men and equipment to
erect, maintain, inspect, repair and use electric and telephone
poles, wires, cables, conduits, sewers, water mains and other
suitable equipment for the conveyance and use of electricity,
telephone equipment, gas, sewer, water or other public conveniences
or utilities on, in, or over each lot and such other areas as are
shown on the plat of the Properties recorded or to be recorded in
the office of the Register of Deeds of New Hanover County; provided
further, that the Declarant may cut drain ways for surface water
whenever such action may appear to the Developer to be necessary in
order to maintain reasonable standards of health, safety and
appearance. These easements and rights expressly include the right
to cut any trees, bushes or shrubbery, make any grading of the
soil, or to take any other similar action reasonably necessary to
provide economical and safe utility installation and to maintain
reasonable standards of health, safety and appearance. It further
reserves the right to locate wells, pumping stations, and tanks
within residential areas, or on any residential lot now or
subsequently designated for such use or to locate same upon any lot
with the permission of the owner of such lot. Such rights may be
exercised by any licensee of the Declarant, but this reservation
shall not be considered an obligation of the Declarant to provide
or maintain any such utility or service.
Section 5. The Declarant reserves unto itself, its successors
and assigns, the right to subject the real property in this
Subdivision to a contract with Carolina Power & Light Company for
the installation of street lighting, which contract requires a
continuing monthly payment to Carolina Power & Light Company by
each residential customer for street lighting service.
Section 6. All easements and rights described herein are
easements appurtenant, running with the land, and shall inure to
the benefit of and be binding on the undersigned, its successors
and assigns, and any owner, purchaser, mortgagee and other person
having an interest in said land, or any part or portion thereof,
regardless of whether or not reference to said easement is made in
the respective deeds of conveyance, or in any mortgage or trust
deed or other evidence of obligation, to the easements and rights
described in this Declaration.
ARTICLE VII
DRAINAGE EASEMENTS
The following classification system shall apply to all
drainage easements shown on all maps of COURTNEY PINES SUBDIVISION
9

including all sections. Based upon the classification of each
easement, it shall be maintained as explained hereinbelow either
principally by the homeowners association or by the individual lot
owners. There shall be two (2) classes of drainage easements to be
known as: CLASS 1 and CLASS 2.
CLASS 1: CLASS 1 denotes a drainage easement that shall be
maintained exclusively by the Owners Association ("Association").
The Association shall be responsible for all maintenance, repair
and replacement of all CLASS 1 drainage easements identified on the
recorded plats or maps of COURTNEY PINES. Notwithstanding, each
individual lot owner shall have the personal responsibility to
refrain from taking any action or doing anything of any nature
whatsoever which impairs or damages the location, size, utility,
function or the appearance of each such CLASS 1 drainage easement.
Nothing herein is intended to prevent or prohibit individual lot
owners from taking actions to maintain the appearance, such as
mowing or cleaning, of CLASS 1 drainage easements.
CLASS 2: CLASS 2 denotes a drainage easement that is
typically nothing more than a swale. The portion of any such swale
located on any lot shall be maintained by that individual lot owner
which shall include mowing it, keeping it clean of trash and debris
and otherwise taking the steps reasonably necessary to ensure that
the drainage easement operates properly and is not impaired in any
way. Notwithstanding, if the CLASS 2 drainage easement in question
lies within a subdivision which is being managed by an Owners
Association then the Owners Association shall be responsible
exclusively for maintaining the proper depth (and nothing else
unless the Association agrees to do so) of all such CLASS 2
drainage easements.
ARTICLE VIII
UTILITIES
Section 1. Water Service. Water service for COURTNEY PINES
SUBDIVISION shall be provided by New Hanover County. No lot owner
may drill or otherwise construct a water well on any lot in
COURTNEY PINES SUBDIVISION, SECTION 4, or use any other source of
water supply for household use, except for irrigation purposes, and
then only with the consent of New Hanover County. All charges for
water service will be the responsibility of each individual lot
owner.
Section 2. Sewer Service. Sewer service for COURTNEY PINES
SUBDIVISION shall be provided by New Hanover County. No lot owner
may construct or install a sewage disposal system on any lot in
COURTNEY PINES SUBDIVISION, SECTION 4, without the express consent
of the appropriate agency of New Hanover County. All charges for
sewer service will be the responsibility of each individual lot
owner.
10

ARTICLE IX
FIDELITY BONDS
Section 1. General. The Association shall maintain blanket
fidelity bonds for all officers, directors, employees and all other
persons handling or responsible for funds of the Association. If
the Association shall delegate some or all of the responsibility
for the handling of its funds to a management agent, such fidelity
bonds shall be maintained by such management agent for its
officers, employees and agents handling or responsible for funds of
or administered on behalf of the Association.
Section 2. Amount of Coverage. The total amount of fidelity
bond coverage required shall be based upon best business judgment
and shall not be less than the estimated maximum of funds,
including reserve funds, in the custody of the Association or the
management agent, as the case may be, at any given time during the
term of each bond. However, in no event may the aggregate amount
of such bonds be less than a sum equal to three months aggregate
assessments on all lots plus reserve funds.
Section 3. Other Requirements. Fidelity bonds required
herein must meet the following requirements:
a. Fidelity bonds shall name the Association as an obligee.
b. The bonds shall contain waivers by the issuers of the
bonds of all defenses based upon the exclusion of persons
serving without compensation from the definition of
"employees", or similar terms or expressions.
C. The premiums on all bonds required herein for the
Association (except for premiums on fidelity bonds
maintained by a management agent for its officers,
employees and agents) shall be paid by the Association as
a common expense.
d. The bonds shall provide that they may not be canceled or
substantially modified (including cancellation for non-
payment of premium) without at least thirty (30) days
prior written notice to the Association, to any insurance
trustee and each Eligible Mortgage Holder.
ARTICLE X
GENERAL RESTRICTIONS
Section 1. No building or structure of any kind shall be
located on any lot nearer than 20 feet from the front lot line. No
building or structure of any kind shall be located on any lot
nearer than 8 feet from any side or rear lot line, provided,
however, if the owner of two or more adjoining lots shall elect to
use them for one residence, the common boundary line or lines
between the lots so used shall not be regarded as side boundary
lines of the lots. Provided, that detached garages or approved
storage or utility buildings may be constructed no nearer than 5
feet to the side or rear lines of any lot, provided, however, that
11

no such structure or improvement shall encroach upon or be located
within any easement shown on a recorded map. In computing the
front and side setback distances called for in these restrictive
covenants, measurements shall be from the base or ground level of
the building or structure, and neither the overhang of eaves, not
in excess of three feet, nor the establishment of uncovered stoops,
patios, decks, or steps within the setback area, shall be con-
sidered a violation of this covenant. Regardless of the set back
requirements set forth herein, lot owners shall comply with the
greater of the building set back and separation distances estab-
lished by the New Hanover County Zoning and Subdivision Ordinances
in effect at the time of construction of a dwelling or those set
forth herein. Only with the written consent of the Developer, the
front or side set back distances, exclusive of easements, as
established by the Developer, herein may be waived or modified.
Section 2. The Developer reserves a 10-foot easement along
the front lot line and a 5-foot easement along each side lot line
and rear lot line of all lots in the subdivision for the purpose of
the installation and maintenance of water, sewer, gas, electric,
cable, telephone or other lines, cables, conduits, poles, pipes,
and other equipment necessary or useful for furnishing electric
power, gas, telephone service or other utilities, including water
and sewer service, and for drainage. The 10-foot easement shall
apply to all street frontages on lots having multiple street
frontages. The Developer reserves the right to grant encroachment
on these easements to utility companies to serve the subdivision.
Section 3. No culvert or pipe shall be placed in any street
or road, ditch or drain unless it in all respects meets the stan-
dards set by the governmental authority having jurisdiction over
the same. No drainways along any lot within the subdivision shall
be filled or modified except by the Developer or at the request of
State, Federal or local agencies.
All driveways shall be paved with either asphalt or
concrete and if applicable shall be piped with driveway pipes of
not less than 20 feet in length. Should the grade of the lot be
more than 30 inches above the ditch bottom on the yard side of the
ditch, the owner of such lot shall bulkhead the ditch with
concrete, bagged sacrete or brick. No concrete blocks or cinder
blocks or other materials shall be used in the bulkhead.
Section 4. No commercial trade or activity, or any noxious
trade or activity whatsoever, shall be carried on upon any lot, nor
shall anything be done thereon which may be, or may become, an
annoyance or nuisance to other lot owners. In the event yards in
the subdivision are not properly maintained they may be cleaned by
the Developer or Association at the owner's expense. Unsightly,
inoperative junk cars and like eyesores cannot be maintained on any
lot or on any street in the subdivision either prior to or after
the dwelling has been erected and any such automobiles may be
removed by the Developer at the lot owner's expense. This
paragraph shall not be deemed to prohibit or limit in any way, the
Developer or any person, company or firm approved by the Developer,
from building houses or other improvements on the subject property
and selling same.
12

Section 5. There shall not be placed or used on any lot any
of the following structures: trailer, mobile home (including
double -wide mobile home), tent, shack, garage apartment, barn, any
other out building or any such structure of a permanent or
temporary character. However, nothing herein shall be meant to
prevent the construction but only with Developer's consent of
storage and utility buildings as set forth in Section 1 above. It
is the express intention of the Developer that no trailer or mobile
home (including a double -wide mobile home) shall be allowed on said
property. Nothing herein shall be construed to prevent the use,
upon Developer's approval, as set forth in Paragraph 3 above, of a
prefabricated or modular home.as long as same is consistent with
the general development and the standards of quality of •said
subdivision and is not materially detrimental to the value of the
subdivided lots in said subdivision.
Section 6. All buildings, structures and their appurtenances
shall be maintained in a suitable state of repair, and in the event
of destruction by fire or other casualty, premises are to be
cleared and debris removed within ninety (90) days from date of
such casualty.
Section 7. No animals, other than domesticated dogs, cats or
other household pets, may be kept or housed on any lot. No dogs,
cats or other household pets may be kept, bred or maintained for
any commercial purposes, nor may they be kept in such numbers or of
such nature as to be or become a nuisance to adjoining property
owners or any residents of the subdivision. Any housing or shelter
constructed for said domesticated dogs or cats shall be screened
with fencing (or otherwise) that shall be approved by Declarant.
Animals when not housed shall be on a leash at all times.
Section S. No lot area shall be used or maintained as a
dumping ground for rubbish, trash, garbage, or other waste, and
such materials may not be kept on any lots, except in sanitary con-
tainers. All incinerators or other equipment for the storage or
disposal of such materials shall be kept in a clean and sanitary
condition. Upon completion of construction of a dwelling, and as
a part of the construction, the owner thereof shall generally
landscape his lot so as to be in keeping with the yards of his
neighbors. The front yard areas of all dwellings shall be
generally smoothed and sodded at all street fronts. The covenant
contained in this Section 8 shall not be construed to prohibit or
prevent a contractor from constructing a residence or other
approved improvements so long as said contractor shall dispose of
all debris, unused materials or any other matter in a timely
fashion.
Section 9. No lot as shown on the maps of the subdivision
above referred to shall be re -subdivided unless each part of the
subdivided lot becomes a part of another whole lot, except, that
Developer may subdivide any lot, so long as each portion of any
such re -subdivided lot meets the requirements for said lots
established by the New Hanover Zoning Ordinance.
Section 10. No fence shall be erected on any lot nearer the
front property or lot line than the rear corners of the house
erected on said lot, and all fences erected shall not exceed six
13

(6) feet in height and shall be constructed of wood, brick, chain
link, plastic or fiberglass type composition. Provided, however,
no fencing may be allowed without the written approval of the
Developer. No fence or structure of any kind shall be placed on or
within any utility or drainage easements shown on the recorded map
of COURTNEY PINES SUBDIVISION, SECTION 4.
Section 11. Except for lots upon which are located model
homes constructed by builders approved by the Declarant, no signs
of any type or description shall be placed on or displayed on any
residential lot except signsl"For Rent" or "For Sale," which signs
shall not exceed ten square feet in size. Model homes, including
unrestricted signage, may remain in use as models as long as there
are lots available for sale in said subdivision. Notwithstanding
any language to the contrary, builders may erect in common areas
temporary directional signs or signage not larger than ten square
feet in size.
Section 12. No boat, motor boat, camper, trailer, school bus,
motor home, mobile home, truck rated over one (1) ton, or other
vehicle similar to any of the same shall be permitted to remain on
any lot, or in any parking space on or adjacent to any lot, unless
written permission for the same is first obtained from the
Declarant or unless the same is properly stored in an enclosed area
behind a fence which must be first approved by the Declarant and
built in accordance with this Declaration with a minimum height of
six (6) feet. No motorized, gas or electric, motor bikes or all
terrain vehicles (ATV's) shall be operated on the properties except
for actual authorized maintenance purposes on an individual owner's
lot.
Section 13. In accordance with the requirements of the State
of North Carolina, a system for the drainage of storm water from
all of the lots of COURTNEY PINES SUBDIVISION, SECTION 4 has been
established including (a) the establishment of drainage easements
along some of the side and rear lot lines of the lots in said
Section, (b) the establishment of various drainage ponds within
said Section, as well as (c) the use of the streets and roads of
said Section for drainage purposes, all of which are shown upon the
map of said Section, recorded as referenced above. The design of
said system allows all such storm water to drain from said Section
into the area storm water drainage system. The operation and
integrity of said area -wide storm water drainage system requires
the owners of lots within said Section to take various preventive
maintenance steps to prevent any sand, silt or other unwanted
erosion materials from entering the system from the lots in said
Section and to allow for the necessary maintenance of all drainage
easements and other areas designated as a part of the storm water
drainage system. Therefore, all owners of lots in COURTNEY PINES
SUBDIVISION, SECTION 4, by accepting a deed for their lot or lots
from the Declarant, do hereby covenant and agree to be bound by the
following restrictions:
a. Nothing other than grass shall be allowed or
permitted to be placed within any drainage, water or sewer easement
that is established on any lot by the map of said Section
referenced above. Not by way of limitation, but by way of example,
shrubs, trees and other vegetation, fences, walls, storage
14

buildings and all other structures and improvements, of whatever
nature or kind, are prohibited from being located within any such
easement area; and
b. For any lot bounded on any one or more sides by
either a drainage ditch, pond or other open drainage easement area,
as shown on said recorded map, no sheet flow or surface flow of
storm water shall be permitted from said lot into any ditch of two
and one-half (2 1/2) feet in depth or greater, any pond or other
open drainage easement area of two and one-half (2 1/2) feet or
greater. In lieu thereof, the owner of said lot shall grade and
maintain a berm along the entire length of the common boundary or
boundaries of said lot and any such drainage area, sufficient in
size to prevent any surface or sheet flow drainage from occurring
except at one outfall location along said berm; which outfall
location shall either be piped or riprapped to prevent any amount
of erosion caused by surface water drainage at that location; and
C. Although not required, owners are encouraged to
grade and maintain along the side lot lines of their lots a swale
or depression sufficient in size to encourage surface water
drainage toward said swales and then toward all streets fronting
said lot. No one may pipe, fill in or alter any lot line swale
used to meet North Carolina Stormwater Management Permit
requirements; and
d. Any and all erosion from said lot occurring at the
time of occupancy of any residence constructed on said lot must be
stabilized and controlled as described hereinabove within sixty
(60) days of occupancy of said residence by the owner of record;
and
e. The Declarant, its successors and assigns, shall
have the absolute authority and right to design, construct and
implement drainage and grading plans without the consent or
approval of the Association.
£. Any and all other terms, conditions or restrictions
contained within the Declaration which conflict with any of the
provisions of this Section 13 are to be deemed and interpreted in
strict accord and harmony with the provisions of this Section 13.
Section 14. The following covenants are intended to ensure
ongoing compliance with State Stormwater Management Permit Number
SWS 020302, as issued by the Division of Water Quality under NCAC
2H.1000:
(i) The State of North Carolina is made a beneficiary of
these covenants to the extent necessary to maintain compliance with
the stormwater management permit.
(ii) These covenants are to run with the land and be binding
on all persons and parties claiming under them.
(iii) 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.
is

(iv) Alteration of the drainage as shown on the approved plan
may not take place without the concurrence of the Division of Water
Quality.
(v) The maximum allowable built -upon area per lot is 3500
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, coquina
and parking areas, but does not include raised, open wood decking
or the water surface of swimming pools.
(vi) All runoff from the built -upon areas on the lot must
drain into the permitted system. This may be accomplished through
providing roof drain gutters which drain to the street, grading the
lot to drain toward the street, or grading perimeter swales to
collect lot runoff and directing them into the stormwater system or
into the street. Lots that will naturally drain into the system
are not required to provide these additional measures.
Section 15. Developer shall have no responsibility for
maintaining any drainage easements located on any lot. All
maintenance for all easements located on any lot shall be the
responsibility of the owner of said lot, his successors and/or
assigns. Within all utility and drainage easements no structure,
planting or other material shall be placed or permitted to remain
which may damage or interfere with the installation or maintenance
of utilities or which may change the direction or flow of drainage
channels in the easements.
Section 16. Notwithstanding any provision, covenant or
language contained in the Declaration of Restrictions or any
Declaration of Restrictions for any section of COURTNEY PINES
SUBDIVISION, the undersigned hereby reserves for itself and for
others as it may designate, the right to erect and use an office
for construction, development and sales purposes with unrestricted
signage.
Section 17. All lots in COURTNEY PINES SUBDIVISION, SECTION
4, shall be sodded in the front yards covering at a minimum from
the street curb to the front property line. A minimum of five
standard pallets of sod shall be used. Corner lots and lots which
abut or are adjacent to two streets or roads shall be sodded in
compliance with this covenant as to all sides of such lots which
abut a street or road right of way.
Section 18. Notwithstanding any provision, covenant,
restriction or other language contained in this Declaration of
Covenants, Conditions and Restrictions, the Declarant or Developer
reserves for itself the right to construct and install a road or
street across any Lot which in the sole discretion of the Declarant
is determined to be necessary, advantageous or appropriate for the
development of this subdivision or adjacent properties.
Section 19. These covenants are intended to ensure ongoing
compliance with State Stormwater Management Permit Number SW8

020302, as issued by the Division of Water Quality under NCAC 2H.1000.
Section 20. The State of North Carolina is made a beneficiary
of these covenants to the extent necessary to maintain compliance
with the stormwater management permit.
Section 21. These covenants are to run with the land and be
binding on all persons and parties claiming under them.
Section 22. 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.
Section 23. Alteration of the drainage as shown on the
approved plan may not take place without the concurrence of the
Division of water Quality.
ARTICLE XI
ANNEXATION OF ADDITIONAL PROPERTIES
Section 1. The Developer hereby reserves the right to annex
additional land located adjacent to COURTNEY PINES which may be
owned or hereafter acquired by the Declarant, without the consent
of the Class A members within ten (10) years of the date of this
instrument provided that HUD, the FHA, or VA determines that the
annexation is in accord with the general plan hereto approved by
them. Any property annexed for such purpose will be subject to and
under the jurisdiction of the Association and shall be designated
as consecutively numbered phases or such other similar designations
for any additional phase added.
Section 2. The rights reserved by the Developer also include
the power to amend this Declaration of Restrictions to subject any
property described above to the jurisdiction of the Association and
to the rights and obligations of this Declaration of Restrictions
without the consent of Class A members, subject, however, to prior
approval by the Department of HUD or the Veterans Administration.
ARTICLE XII
Section 1. Not withstanding any provision in this Declaration
of Covenants, Conditions and Restrictions the Developer has no duty
or obligation to annex additional properties or develop or create
additional sections to COURTNEY PINES or develop or create other
subdivisions.
Section 2. In the event that the Developer does annex
additional properties or create new section(s) of COURTNEY PINES
then in that event the Developer reserves the right in its sole
discretion to vary or alteri the covenants contained in this
Declaration as to the new sec —ions, new subdivisions or additional
properties.
17

ARTICLE XIII
GENERAL PROVISIONS
Section 1. Enforcement. The Association, or any Owner, shall
have the right to enforce, by any proceeding at law or in equity,
all restrictions, conditions, covenants, reservations, liens and
charges now or hereafter imposed by the provisions of this
Declaration. Failure by the Association or by any Owner to enforce
any covenant or restriction herein contained shall in no.event be
deemed a waiver of the right to do so thereafter.
Section 2. Severabilit . Invalidation of any one of these
covenants or restrictions by judgment or court order shall in no
wise affect any other provisions which shall remain in full force
and effect.
Section 3. Amendment. The covenants and restrictions of this
Declaration shall run with and bind the land, for a term of twenty
(20) years from the date this Declaration is recorded, after which
time they shall be automatically extended for successive periods of
ten (10) years. Notwithstanding any language to the contrary, the
Declarant shall be authorized to amend this Declaration in its sole
discretion, without the consent of any owner, at any time for a
period of twenty-four (24) months next following the date of
recording this instrument. This Declaration may be amended during
the first twenty (20) year period by an instrument signed by not
less than ninety percent (90%) of the Lot Owners, and thereafter by
an instrument signed by not less than seventy-five percent (75%) of
the Lot Owners. Any amendment must be recorded in the New Hanover
County Register of Deeds.
Section 4. FHA/VA Approval. As long as there is a Class B
membership, the following actions will require the prior approval
of the Federal Housing Administration or the Veterans
Administration: Annexation of additional properties, dedication of
Common Areas, and amendment of this Declaration of Covenants,
Conditions and Restrictions.
N"I:40atop 0OR3IMA
SCOPE OF RESTRICTIONS
THESE RESTRICTIONS APPLY ONLY TO SECTION 4, COURTNEY PINES
SUBDIVISION, AS THE SAME IS SHOWN ON THE MAP REFERENCED ABOVE, AND
NOTHING HEREIN IS INTENDED, NOR SHALL BE DEEMED, TO BE A
REPRESENTATION, WARRANTY, COVENANT OR PROMISE THAT THESE
RESTRICTIONS APPLY OR SHALL APPLY TO ANY OTHER REAL PROPERTY OWNED
BY DEVELOPER. DEVELOPER FOR ITSELF, ITS SUCCESSORS AND/OR ASSIGNS,
DECLARES THAT SECTION 4, COURTNEY PINES, IS NOT PART OF ANY OVERALL
PLAN FOR THE DEVELOPMENT OF ANY REAL PROPERTY OWNED BY DEVELOPER.
18

IN WITNESS WHEREOF, the undersigned, being the Declarant
herein, has hereunto set its hand and seal this the day of
„ 2002.
ATTEST:
COASTAL CAROLINA DEVELOPERS, INC.
BY:
Secretary President
(AFFIX CORPORATE SEAL)
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I, , a Notary Public of the
County of and State aforesaid, do hereby certify
that B. LEON SKINNER personally came before me this day and
acknowledged that he is Secretary of COASTAL CAROLINA DEVELOPERS,
INC., and that, by authority duly given and as the act of the
corporation, the foregoing instrument was signed in its name by its
President, sealed with its corporate seal, and attested by himself
as its Secretary.
WITNESS my hand and notarial seal, this the day of
2002.
My Commission Expires:
(AFFIX NOTARIAL SEAL)
/COURTPN4
RESTRICT
19
Notary Public