SW8931204_Historical File_20120104

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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
January 4, 2012
Mr. Daniel Johnson, President
Ocean Harbour Estates Association, Inc.
PO Box 4817
Calabash, NC 28467
Subject: Stormwater Permit No. SW8 931204 Renewal and Name/Ownership Change
Ocean Harbour Estates
High Density Subdivision Project
Brunswick County
Dear Mr. Johnson:
The Wilmington Regional Office received a transfer application package on November 29, 2011 which was processed on
December 6, 2011. A complete Stormwater Management Permit Renewal Application was received for Ocean Harbour
Estates on January 4, 2012. The Division is hereby notifying you that permit SW8 931204 has been modified to add the option
for permeable pavement and renewed on January 4, 2012, and shall be effective until May 31, 2022. The plans previously
approved on May 31, 2002, in accordance with the regulations set forth in Title 15A NCAC 2H.1000 effective September 1,
1995, remain in full force and effect. Please attach this cover letter and enclosed new pages 2 and 3 of the permit to the
original permit issued on May 31, 2002.This site was inspected on September 12, 2011. All deficiencies noted in the
inspection report have been addressed and the site is currently in compliance with the terms and conditions of this renewed
state stormwater permit. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater management system will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAH). The written petition must
conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or
visit their website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding. If you have
any questions, or need additional information concerning this matter, please contact Kelly Johnson, or me at [phone].
Sincerely,
6Georgette Sd'ott
Stormwater Supervisor
Division of Water Quality
GDS/kpj: S:IWQSIStormWater\Permits & Projects119931931204 HD12012 01 permit 931204
cc: Wilmington Regional Office
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
One
NorthCaroiina
An Equal Opportunity 1 Affirmative Action Employer

Ocean Harbour Estates
SW8 931204
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Ocean Harbour Estates Association, Inc.
Ocean Harbour Estates
Calabash, Brunswick County
FOR THE
construction, operation and maintenance of four (4) infiltration trenches 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.
1. The permit is hereby renewed subject to the following addendums, clarifications,.
conditions and limitations:
2. The original permit conditions contained in the permit issued on May 31, 2002
remain in full force and effect, except as amended herein. (An additional copy of
this original permit can be obtained from the Division of Water Quality,
Wilmington Regional Office.)
3. This permit shall be effective from the date of issuance until May 31, 2022.
4. The permittee shall submit a permit renewal application request at least 180 days
prior to the expiration date of this permit. The renewal request must include the
applicable documentation and the processing fee.
5. Permeable Pavement is allowed for this project and is subject to the following
conditions:
a. The permittee shall designate a point of contact to all lot owners wishing
to install a permeable pavement on their lot.
b. The necessary rules, requirements and forms for the installation of
permeable pavement are available to the permittee on the Division's
website. The permittee shall supply all lot owners, wishing to install a
permeable pavement on their lot, with the necessary forms or direct such
lot owners to the Division's website to download the forms directly.
2

Ocean Harbour Estates
SW8 931204
c. The permittee shall review for completeness and accuracy, all such
permeable pavement applications within the permitted project, for
compliance with the permeable pavement design, inspection and
maintenance requirements listed in the latest version of the NC DWQ
Best Management Practices Manual. A complete permeable pavement
application includes a scaled lot layout and grading plan with the
proposed permeable pavement clearly marked, the completed and signed
permeable pavement supplement, calculations, a soils report prepared by
a knowledgeable and appropriate professional and a signed Inspection
and Maintenance Agreement from each lot owner wishing to install a
permeable pavement on their lot.
d. The permittee shall approve or reject each permeable pavement
application by checking the appropriate box on the supplement form,
signing the form and returning the original to the lot owner. The permittee
shall reject all applications for lots that do not meet the minimum soil
hydraulic conductivity rate and the minimum water table separation
requirements, or which propose a permeable pavement that does not
meet the minimum design requirements.
e. The permittee shall keep a copy of all permeable pavement applications
on file for the life of the Stormwater Management permit. At the end of
every quarter (March, June, September, and December), the permittee
shall submit a copy of the permeable pavement approval package,
including lot layout plan, supplement form, calculations, soils report, and
the signed Operation and Maintenance Agreement to the Division for any
and all lots within the permitted project, which were approved to install a
permeable pavement in that quarter.
The permittee shall ensure that each owner of a lot having permeable
pavement, provides the necessary maintenance as outlined in the signed
Inspection and Maintenance Agreement, by whatever reasonable and
legal means necessary. The permittee must outline the financial
arrangements for performing the maintenance. Options include at his own
expense, or via individual assessments to those lot owners having
permeable pavement, or via the homeowner's association dues.
Whatever method is decided upon must be approved by the HOA and
placed into the recorded deed restrictions.
g. Prior to the sale or ownership transfer of any lot where a permeable
pavement has been installed, the permittee shall provide a copy of the
previously approved calculation sheet and shall require the new owner to
sign an Inspection and Maintenance Agreement prior to closing.
h. The permittee shall cause the following statements to be added to the
recorded covenants and restrictions for the project:
i. If credit for a permeable pavement within the lot boundary is
desired, the lot owner must submit a request along with supporting
documentation, to the permittee or his designated representative
and receive approval prior to construction of the permeable
pavement.
ii. The financial responsibility for maintaining the permeable
pavement has been assigned to the individual lot owner.

December 14, 2011
Kelly Johnson
NCDENR Division of Water Quality
Re: Ocean Harbour Estates Storm Water Project # SW8 931204
Dear Ms Johnson,
In reference to your letter dated December 6, 2011. This should address
both issues with our request.
1. Please find included the additional O&M Agreement requested.
2. Permeable Pavement: We request the lot owners that become
approved for permeable pavement are responsible for maintenance.
Please do not hesitate to contact us with any further questions or concerns.
Please continue to copy Tom Roberts on any correspondence at
tomroberts g atmc.net.
Sincerely,
Dan Johnston 'AN 0 4 2811
President, Ocean Harbour Estates HOA I3 .--

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, December 21, 2011 10:25 AM
To: 'Tom Roberts'
Subject: RE: Ocean Harbour Estates SW8 931204
Attachments: SW8 931204 PE Certification. pdf
Tom,
This is really strange. Here is the certification showing that the trenches were constructed properly and the plans show
a cross-section of a trench. I also talked to the inspector who did the inspection in September and he remembers
trenches. Perhaps the swales that drain water to the trench look like basins? The two features would look similar, but a
swale would take water to an area where there would be an inlet to an underground trench?
KJ
lzpp ,l
From: Tom Roberts fmailto:tomroberts@)atmc.netl
Sent: Wednesday, December 21, 2011 10:06 AM
To: Johnson, Kelly
Subject: RE: Ocean Harbour Estates SW8 931204
Kelly,
I am reading the same thing you are in the permit, however, what exists here is a very well operating basin system with at
least 4 zones, perhaps 5 zones. you have an engineer certification on file that it was constructed as planned. Is it
possible that all this time the permit has read incorrectly and does not match the plans? I would be happy to talk with you.
Best Regards
Tom Roberts
Beach Property Investment & Mgmt
Thomas Capital Investments
843-421-2950
tomrobertsCa7atmc. net
--- kellv.p.johnson@ncdenr.00v wrote:
From: "Johnson, Kelly" <kellv.p.iohnson(@_ncdenr.gov>
To: Tom Roberts <tomroberts(cDatmc.net>
Subject: RE: Ocean Harbour Estates SW8 931204
Date: Wed, 21 Dec 2011 13:36:55 +0000
Tom,
am confused. Your permit says that there are 4 trenches? (Attached)
K.i
From: Tom Roberts jmailto:tomrobertsCalatmc.net]
Sent: Tuesday, December 20, 2011 10:42 AM

To: Johnson, Kelly
Subject: Ocean Harbour Estates SW8 931204
Kelly,
RE: Ocean Harbour Estates SW8 931204
We received your letter dated Dec 6th. Item #1 suggests that you would like an O&M Agreement for Infiltration Trenches.
We are confused by this as our neighborhood is serviced by Infiltration Basins. If there are any trenches we are unaware
of them. Please call me at your convenience to discuss and clarify. Thanks for your help. 843421-2950
Tom Roberts
Thomas Capital Investments
Beach Property Investment & Management, LLC
tomrobertsO)atmc.net
Phone: [phone]
Fax: [phone]

NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
December 6, 2011
Mr. Daniel Johnson, President
Ocean Harbour Estates Association, Inc.
PO Box 4817
Calabash, NC 28467
Subject: Request for Additional Information
Stormwater Project No. SW8 931204
Ocean Harbour Estates
Brunswick County
Dear Mr. Johnson:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Renewal application
for the subject project on November 28, 2011. Upon review of the package I have two follow up questions:
1. Operation and Maintenance (0&M) Agreement: An infiltration basin 0&M agreement was received
with the package, however there are infiltration trenches treating your stormwater. Please submit
the 0&M agreement for infiltration trenches which is available on our website,
htto://aortal. ncdenr.ora/web/wo/ws/su/bmp-ch l 6.
2. Permeable Pavement: How would you like to handle maintenance for the permeable pavement? It
can either be done by the individual lot owners that become approved to have permeable
pavement on their lots, or it can be done for all applicable lots by the HOA. If it is done by
individual homeowners, then the homeowner will submit an 0&M agreement to the HOA as a part
of the approval process. Then, the HOA will forward that signed 0&M agreement to the Division
quarterly. If the HOA oversees maintenance, then you can submit an 0&M agreement as a part of
this modification process and the permit will direct the HOA to perform maintenance. The 0&M
agreement is available on our website, http://Portal.ncdenr.oro/weblwg/ws/Su/bmi)-ch18.
The requested information should be received in this Office prior to January 6.2012, or the application will be
returned as incomplete. If you have any questions concerning this matter please feel free to call me at (910) 796-
7215 or email me at [e-mail].
Sinc rely,
n
Environmental Engineer
GDS/kpj: S:1WQS0ormwaterlPermits & Projects119931931204 HD12011 12 addinfo 931204
cc: Tom Roberts (via email only)
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] CustomerService:1-877-523-6748 l�lO�thCarolina
Internet vrww.ncwaterqual'dy.org /YfY'f 'r/i//1r

Completeness_ Review Checklist
Project Name:
Project Location:
Paperwork
FiSupplement(s) (1 original per BMP) BMP
L—i with correct/original signatures (1 original per UIVIV excepr es/v/-s and swales)
Application with correct/original signatures
®Corp or LLC: Sig. Auth. per SoS or I Note to Reviewer:
M$505 (within 6mo)
Soils Report with SHWT
Calculations (signed/sealed)
nNo obvious errors 1
Received Date:
Accepted Date: �\
)Density includes common areas,
Deed Restrictions, if subdivided:
& Notarized
WX7H 141 �
L�wI[CLA ICIIIUIOU:I%UIIIIII/r%es al nWLUI or vec. covenants & Kest.
Plans
M2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading ®Wetlands: Delineated or No Wetlands
®Vicinity Map Layout (proposed BUA dimensions)
ElLegend �DA Maps 0Project Boundaries
Infiltration
Wet Pond
Offsite
Soils Report
®Soils Report
®PE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master ®Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): sf
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed:_ Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

November 21, 2011
Division of Water Quality
Storm Water Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Kelly Johnson
RE: Ocean Harbour Estates, Calabash, NC
Please find enclosed the following:
1. State Storm Water Permit Transfer Request Form
2. Storm Water Management Permit Renewal Application Form (original and one
copy)
3. Infiltration Basin Operation and Maintenance Agreement
4. Check for $505
Thank you for your assistance with the transfer and renewal of this Storm Water Permit.
We have discussed this several times on the phone. We finally were able to obtain a
signature on the Transfer Form from one of the surviving members of the original
Development Company that held the permit. We are requesting transferring the permit
into the Homeowners Association, renewing the permit for another 10 years and adding
the pervious language to the permit.
I have already met with your representative, David on site and he inspected the system
and suggested that it had all the engineering certifications on file and he approved of the
condition of the system.
As we discussed on the phone, we would also like to amend the permit to include the new
pervious solutions language into the renewed permit. During our conversation you
suggested that you would be willing to do this at no additional cost after you had
researched the soil conditions in our neighborhood. I think you will find in your records
that the sandy soils in this neighborhood are ideal for pervious solutions.
Should you need to discuss this request, please contact Tom Roberts, Board Member for
Ocean Harbour Estates at 843-421-2950 [e-mail].
5mcerely,
Tom Roberts
Ocean Harbour Estates
1G:T VED
NOV 2 9 2011
BY:

Date Received Fee Paid Permit Number
�qk sas #' - w1c)c0 a3 lackk
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT RENEWAL APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION RECEIVE►
1. Stormwater Management Permit Number: SW8 931204 NOV 2. 9 2011
2. Permit Holder's name (specify the name of the corporation, individual, etc.): BY:
Ocean Harbour Estates Association Inc
3. Print Owner/Signing Official's name and title (person legally responsible for permit):
Daniel Tohnston, President
4. Mailing Address for person listed in item 2 above:
PO Box 4817
City:Calabash State:NC Zip:28467
Phone: (910 ) 575-6682 Fax:
Email:danandyo®yahoo.com
5. Project Name: Ocean Harbour Estates
6. Location of Project (street address):
Ocean Harbour Golf Club Road
City:Calabash County:Brunswick Zip:28467
7. Directions to project (from nearest major intersection):
Hwy 179 in Sunset Beach to ocean Harbour Golf Club Road Go the end of the road to the Ocean Harbour
Estates gate.
II. PERMIT INFORMATION:
1. Specify the type of stormwater treatment: ❑Constructed Wetland ❑Bioretention ❑Wet Detention Basin
❑Dry Detention Basin ❑Infiltration Basin ❑Infiltration Trench ❑Sand Filter ❑Other:
2. List any changes from project that was originally approved (attach additional pages if needed):
Form SWU-102 (Renewal Form) Rev 06May2010 Page 1 of 1

3. Do you have a copy of the original Operation and Maintenance Agreement? (check one)
_,Yes (If yes, submit the attached (page 3) Operations and Maintenance verification sheet.)
®No (If no, then submit a new Operations and Maintenance Agreement that can be located on the
Division of Water Quality Home Page under the BMP Manual link:
http://h2o.enr.state.nc.us/su/bmp_forms.htm)
III. 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 Office. (Appropriate office may be found by locating project on the
interactive online map athttp://portal.ncdenr.org/web/wq/ws/su/mapRs
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original & I copy of the Stormwater Management Permit Renewal Application Form
• Application fee of $505.00 (made payable to NCDENR)
• Operation & Maintenance Verification or a new O&M Agreement
• SWU-101 Application Form (if requesting a modification to the permit)
2. If you are also requesting a ownership change or a name change then also submit the "State Stormwater
Name Ownership change Form" available at: htW://portal.ncdenr.org/web/wa/ws/su/statesw/forms does.
When requesting a permit ownership change please make sure that all signatures and initials for both parties
are filled in on this form or the transfer cannot be completed and the original owner will remain as the permit
holder.
VI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 3) 7, )PM to ( A. To (An s
certify that I have a copy of the Permit and O&M Agreement on -site and that the information included on this
permit renew ap lication is, to thekest of my knowledge, correct and complete.
Date: // 2Je 2_01/
Note: Additional copies of the original permit can be obtained from the appropriate Regional Office of the
Division of Water Quality. (htip:lZportal.ncdenr.org/web/Wq/home/ro)
Form SWU-102 (Renewal Form) Rev 06May2010 Page 2 of 2

bR�h�N:at
f�na=m�
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
STATE STORMWATER PERMIT TRANSFER REQUEST FORM
(Pursuant to N.C.G.S. 143-214.7(c2)/Session Law 2011-256)
This request form is for a transfer of the stormwater permit from a current permittee who is the
declarant of a condominium or declarant of a planned community (as defined in Chapter 47C or
Chapter 47F of the General Statutes, respectively) to a unit owners association, owners association,
or other management entity identified in the condominium or planned community's declaration
pursuant to N.C.G.S. 143-214.7(c2)/ Session Law 2011-256.
I. REQUIRED ITEMS
A request to transfer a permit will not be approved by the Division of Water Quality (DWQ) unless all
of the applicable required items listed below are included with the submittal. Failure to provide the
listed items may result in processing delays or denial of the transfer request.
Please notify DWQ prior to the submittal of this transfer form to request an inspection of the
stormwater system.
1. This completed and signed form.
2. Legal documentation showing that common areas related to the operation and maintenance of the
stormwater management system have been conveyed to the proposed permittee in accordance
with the condominium or planned community declaration.
3. Legal documentation showing that the declarant has conveyed at least fifty percent (50%) of the
units or lots to owners other than a declarant.
4. A copy of any recorded deed restrictions, covenants, condominium/planned community
declaration or easements, if required by the permit.
5. The designer's certification (DWQ Engineer and Designer Certification Forms are available from
each DWQ Regional office), if required by the permit and if not already submitted to DWQ.
6. If the proposed permittee is a firm, partnership, association, institution, corporation, limited liability
company, or other corporate entity, provide documentation showing the proposed permittee is a
legal entity and the named representative has the authority to act on behalf of the proposed
permittee.
7. The $40.00 processing fee. If this is an initial transfer from the original permittee the processing
fee is not required. Subsequent ownership transfers will require the $40.00 processing fee.
Page 1 of 3
NOV 2 9' 2011

II. CURRENT PERMIT INFORMATION
1. Stormwater Management Permit Number: .S W 8 1 a O H
2, Protect Name: Q CP.'1-%Yn o-c b Q_u r- E S e,S
3. Current Permitee's Company Name/Organization: W, yr - r=n C.
4. Signing Official's Name: IJFsrEiZ S;rA0&4,j0 1jjn"P40ttE5Title:
5. Mailing Address: 13;Lg Pm. O u.r
City: COAL- \0CA.-S 1-\ State: -NC- Zip:--,---;? 49LI �o`]
6. Phone: to 575-3gt[Q ,_ Fax: ( ) )- Slv6- S•f2 -3z�F(o
III. PROPOSED PERMITTEE / OWNER / PROJECT / ADDRESS INFORMATION
The proposed permittee identified in the condominium or planned community's declaration is the
following (check one):
❑ Unit Owners Association
❑x Owners Association
❑ Other Management Entity
Proposed Permittee's:
1. Company Name/Organization: O cea ,. 1--n rboLr Fs{ -a 4s Asso c Io--fan, 2 n G
2. Contact Name & Title (Please provide name of company/organization's authorized representative or agent
ann/d her/his official title such as President): A
3. Mailing Address: ► 0 ✓Sox ` 8 ) -T
City: Cck.\ a 4j s �\ State: N C- Zip: any b 7
4. Phone: 91 O S 7 -T - Ca Ce 9�1. Fax: ( )
IV. CURRENT PERMITTEE'S CERTIFICATION
W. M. !;-A j A VA.J b i=arAlf , to C-
tinepack dgrzer2 A Aac lbw 610j9S , the current permittee, am submitting this request for
a transf of stormwater permit # 3w 2 93 1 a. Cm . I hereby attest that I have met the
requirements of N.C.G.S. 143-214.7(c2)/ Session Law 2011-256, and propose to transfer the permit
to a unit owners association, owners association, or other management entity identified in the
condominium or planned community's declaration. The common areas related to the operation and
maintenance of the stormwater management system have been conveyed to the unit owners
association or owners association in accordance with the declaration. i have provided a copy** of the
most recent permit, the designer's certification for each BMP, any recorded deed restrictions,
covenants, or easements, the DWQ approved plans and/or approved as -built plans, the approved
operation and maintenance agreement, past maintenance records, and the DWQ stormwater
inspection report evidencing compliance to the proposed permittee named in Section III of this form.
I further attest that this request for a permit transfer is accurate and complete to the best of my
knowledge. I understand that if all required parts of this request are not completed or if all required
supporting information and attachments listed above are not included, this request package will be
Page 2 of 3

returned as incomplete. I assign all rights and obligations as permittee to the proposed permittee
named in Section II of this form. I understand that this permit transfer cannot be approved by the
DWQ unless and until the facility is in compliance with the permit.
S
l h Roll
I, U , a Notary Public for the State of
�aCOX', nQ , County of nrCY , do hereby certify that
A6sT,i2 :"AL14alb personally appeared before me this the
At Cc�AA _day of 20�and acknowledge the due execution of the
forgoing instrument. Witness my hand and official seal, (Notary Seal)
N-6tary Signature
*" It is recommended that all documents that are required for the transfer of this permit be
sent by a traceable delivery method to the proposed permittee.
Additional copies of the original permit and the approved Operation and Maintenance agreement can
be obtained from the appropriate Regional Office of the Division of Water Quality.
This completed form, including all supporting documents and the processing fee (if required), should be sent to the
appropriate Regional Office of the North Carolina Department of Environment and Natural Resources, Division of Water
Quality, as shown on the attached map.
f
DWQ Regional Office Contact Information:
Asheville Office ......
[phone]
Fayetteville Office ...
[phone]
Mooresville Office ...
[phone]
Raleigh Office ........
[phone]
Washington Office ...(252)
946-6481
Wilmington Office ...
[phone]
W!nston-Salem ......
[phone]
Central Office .........
[phone]
Page 3 of 3
�dI

Operations and Maintenance Verification
I acknowledge and agree by my signature below that I am responsible for the performance of the
maintenance procedures listed in the original Operations and Maintenance Agreement. I agree to notify
DWQ of any problems with the system or prior to any changes to the system or responsible party.
Print name:Ocean Harbour Estates Association Inc
Title:HOA President
Address:PO Box 4817 Calabash NC 28467
Phone: [phone]
W,
Signature:
Date: /l—L 3 L ©//
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold
and a resident of the subdivision has been named the president.
I, /-- L - vs a Notary Public for the State of ,
County of L , do hereby certify that
personally appeared before me this day of §1 ! 1A AVW f and acknowledge the due
execution of the forgoing stormwater BMP maintenance requirements. Witness my hand and official
seal, ,
r`
Notary Signature:
J".'
i
SEAL
HEATHER L. McPHERSON
NOTARY PUBLIC
Brunswick County
North Caroling
My Commission Expires
P.
My commission expires:
Form SWU-102 (Renewal Form) Rev OWay2010 Page 3 of 3

ZAER
WDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director �40 Secretary
October 21, 2011 `w(
Ms. Gail Duncan
130 Edinburgh South Drive
Cary, NC 27511
Subject: State Stormwater Management Permit No. SW8111002
Lot 1— Ocean Harbour Estates
Single Family Low Density Lot Permit
Brunswick County
Dear Ms. Duncan:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Lot 1— Ocean
Harbour Estates on October 10, 2011. Staff review of the plans and specifications has determined that the project,
as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000, effective September
1,1995. We are forwarding Permit No. SW8111002, dated October 21, 2011, for the construction of the built -upon
area and permeable pavement associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supercede any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a petition with the Office of Administrative Hearings (OAH). The petition must conform
to Chapter 150B of the North Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of this permit. A petition is considered filed when it is received in the Office of Administrative Hearings during
normal office hours. The OAH accepts filings Monday through Friday between the hours of 8:00 a.m. and 5:00 p.m.,
except for official state holidays. The petition may be filed by facsimile (fax) or electronic mail by an attached file
(with restrictions) - provided the signed original, one (1) copy and a filing fee (if a filing fee is required by NCGS
§15013-23.2) is received in the OAH within seven (7) business days following the faxed or electronic transmission.
Unless such demands are made this permit shall be final and binding. You should contact the OAH with all questions
regarding the filing fee and/or the details of the filing process. The mailing address, telephone and fax numbers for
the Office of Administrative Hearings are: 6714 Mail Service Center, Raleigh, NC 27699-6714. Telephone 919-733-
2698. FAX [phone].
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis at (910)
796-7215.
Sin rely, /
For Coleen Sullins, Director
Division of Water Quality
GDS/kpj: S:1WQS1StormwaterlPermits & Projects120111111002 LD12011 10 permit 111002
cc: Chris Russell, PE, East Coast Engineering & Surveying, PC
Bnmswick County Building Inspections
NCDOT District Engineer
Brunswick County Engineering
Wilmington Regional Office Stormwater File SW8111002
Wilmington Regional Office Stormwater File SW8 931204
Mr. B.D. Stanaland, W.M. Stanaland Estate, Inc.,1328 Harbour Watch, Calabash, NC 28467
(SW8 931204 oermittee)
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 No! LiiCarolina
Internet: www.ncwaterquality.org .p.���'O�� f��
An Equal Opportunity 1 Affirmative Action Employer i// K 1

State Stormwater Management Systems
Permit No.SW8 111002
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER (QUALITY
STATE STORMWATER MANAGEMENT PERMIT
SINGLE FAMILY LOW DENSITY LOT 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
Gail Duncan
Lot 1— Ocean Harbour Estates
1318 Harbour Watch SW, Calabash, Brunswick County
FOR THE
construction, operation and maintenance of a single family lot with permeable pavement
within the previously permitted Ocean Harbour Estates under SW8 931204, in compliance
with the provisions of Title 15A NCAC 2H .1000, effective September 1, 1995 (hereafter
collectively and separately referred to as the "stormwaterrules') and the approved
stormwater management plans and specifications, and other supporting data as attached
and on file with and approved by the Division of Water Quality and considered a part of this
permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specific conditions and limitations:
I. DESIGN STANDARDS
1. Per SW8 931204, each lot in Section Ocean Harbour Estates is limited to a
maximum of 5,300 square feet of built -upon area (BUA).
2. Deed restrictions for SW8 931204, were recorded on March 16, 1994 in Deed Book
973 at Page 356 of the Brunswick County Register of Deeds office.
3. This permit covers the construction of a total of 5,300 square feet of built -upon area,
which includes 5,299 square feet of proposed BUA and 1 square foot of future BUA
as summarized below.
Total Impervious Area Allocated:
5,299
ft2
Buildings
4,846
ft2
Parking Area, Total Surface Area
692
ft2
Parking Area, 60% Area Credited for Permeable Pavement
415
ft2
Parking Area, 40% Resulting Effective Impervious Area
277
ft2
Other Non -Permeable Pavement
176
ft2
Total Impervious Area for Future Use:
1
ft2
Page 2 of 5

State Stormwater Management Systems
Permit No.SW8 111002
4. This permeable pavement on this lot will be constructed with a 6" washed stone
gravel base, which is assigned a 60% managed grass credit.
5. The soils under the permeable pavement must maintain a minimum hydraulic
conductivity of 0.52" per hour, and the Seasonal High Water table must be a
minimum of 2 feet below the bottom of 6" washed stone layer.
6. The slope of the completed permeable pavement must be 0.5% or less.
7. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
8. The lot must maintain a minimum 30-foot-wide vegetated buffer between impervious
areas and surface waters, measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of each side of streams and
rivers, and the mean high water line of tidal waters. No built -upon area may be
located within the buffer.
9. All runoff directed into and through the vegetative buffer must flow through the buffer
in a diffuse manner.
10. The only runoff conveyance systems allowed will be vegetated conveyances such as
swales with minimum side slopes of 3:1 (H:V) as defined in the stormwater rules and
approved by the Division.
11. All roof drains must terminate at the edge of the 30' buffer and must flow through the
buffer in a diffuse manner.
II. SCHEDULE OF COMPLIANCE
1. The permeable pavement must be protected during construction such that no
sediment -laden runoff is directed across the permeable pavement surface.
2. No direct or concentrated runoff from roof gutters or other surfaces is allowed to be
discharged onto the permeable pavement.
3. To achieve the 60% managed grass credit, a minimum 6" washed aggregate base
must be provided under the permeable pavement.
4. No more than 100 axles per day (50 cars) shall be allowed on the permeable
pavement surface.
5. Trees overhanging the permeable pavement should be avoided.
6. Special care must be taken to avoid compaction of the underlying subgrade soils
during installation of the permeable pavement.
7. Swales and other vegetated conveyances shall be constructed in their entirety,
vegetated, and be operational for their intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of the
swales or other vegetated areas or conveyances will be repaired immediately.
9. The permittee shall at all times provide and perform the necessary operation and
maintenance procedures as specified in the signed Operation and Maintenance
Agreement, such that the permeable pavement system functions as designed and
permitted.
Page 3of5

State Stormwater Management Systems
Permit No.SW8 111002
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed below:
a. Any revision to any of the items shown on the approved plans, including the
stormwater management system, design concept, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area .or to the
drainage area.
C. Further subdivision, acquisition, or selling of the project area.
d. Filling in, altering or piping any vegetative conveyance shown on the approved
plan.
11. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
12. No piping shall be allowed except that minimum amount necessary to direct runoff
beneath an impervious surface such as a road and that minimum amount needed
under driveways to provide access to lots.
13. The permittee is responsible for verifying that the lot's proposed built -upon area does
not exceed the allowable built -upon area. The maximum allocated built -upon area
for the lot may not be revised without approval from the Division of Water Quality. If
the allocated maximum built -upon area on the lot is exceeded without approval of the
permittee and the Division, the lot owner is subject to enforcement action by the
Division of Water Quality.
14. Within 30 days of completion of the project, the permittee must certify in writing that
the permeable pavement has been constructed within substantial intent of the
approved plans and specifications. Any deviation from the approved plans must be
noted on the Certification.
15. This lot is subject to the deed restrictions which have been previously recorded for
permit number SW8 931204, in Deed Book 973 at Page 356 of the Brunswick
County Register of Deeds office.
16. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes
have been made.
III. GENERAL CONDITIONS
1. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to an enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statutes 143-215.6A to 143-215.6C.
2. The permit issued shall continue in force and effect until. modified, revoked or
terminated.
3. The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance, or termination
does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General
Statute 143-215.1 et. al.
Page 4 of 5

State Stormwater Management Systems
Permit No.SW8 111002
5. The permit is not transferable to any person or entity except after notice to and
approval by the Director. The Director may require modification or revocation and re -
issuance of the permit to change the name and incorporate such other requirements
as may be necessary. At least 30 days prior to a change of ownership, or a name
change of the permittee or of the project, or a mailing address change, the permittee
shall submit a completed and signed Name/Ownership Change Form to the Division
of Water Quality accompanied by the supporting documentation as listed on the
form. The approval of this request will be considered on its merits, and may or may
not be approved.
6. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the permit transfer request. Neither the sale of the project
nor the conveyance of common area to a third party constitutes an approved transfer
of the stormwater permit.
7. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state and federal), which have jurisdiction. If any of
those permits result in revisions to the plans, a permit modification must be
submitted.
8. The permittee grants permission to DENR Staff to enter the property during business
hours for the purposes of inspecting the stormwater management system and its
components.
9. Unless specified elsewhere, permanent seeding requirements for the swales must
follow the guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
10. This permit does not take the place of a review and approval with the subdivision's
established Architectural Standards by the Rivers Edge HOA/POA. This permit is
only intended as approval of the amount of net, effective built -upon area and the
permeable pavement installation.
Permit issued this the 21st day of October 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
//�yC\ l
for Colee H. Sullins Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5of5

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, October 13, 2011 10:10 AM
To: '[e-mail]'
Cc: Casmer, Jo; David Cox
Subject: Ocean Harbour Estates
Attachments: Ocean Harbour Estates —Soil Map.pdf; Ocean Harbour Estates_map.pdf
Tom,
Here is the link to the items that we will need: http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs .
1.) HOA Name/Ownership Change Form: (Under Miscellaneous) I understand that David had already advised you to
use this "new" form instead of the "old" one which is also at this link. So, we will go with that approach. This is
the form that will put the permit in the HOA's name.
2.) Renewal Form: (Under Application Forms) This is the form that renews the permit since it expires on 5/2012.
3.) Cover Letter: Please include a note in your cover letter that you would like to modify the permit to allow for
permeable pavement. I have scanned the NRCS soils maps for the area (though it didn't scan very well). I will
use this map to look up water table information and discuss it with our soils scientist to determine if permeable
pavement will work in your subdivision. If so, then we will write that into the permit.
Jo,
When this renewal/ownership change comes in please give it to me. I have already pulled the soils data.
Thanks,
Kelly
*** My email has changed to [e-mail]
ICeLLtiol vusovu
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.

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115
114
Soil Survey
Brunswick County. North Carolina
TABLE 17.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS
[The symbol < means less than; > means more than. Entries under "Erosion factors--T" apply to the entire
profile. Entries under "Organic matter" apply only to the surface layer. Absence of an entry indicates
that data were not available or were not estimated]
Map symbol and
soil name
(DepthlClay
I
1 Moist
I bulk
density!capacity
I Permea-
I bility
(Available{
I water
Soil
ireactioni
ISalinitylShrink-swell)
I potential
Eros on
factors
K I T
(Organic
I matter
I in
1±Rt
I11cm
{ in hr
I in in
1 <2
BaB--------------
1 0-231
123-541
0-8
11.60-1.751
6.0-20
10.02-0.0614.5-6.5
ILow---------
I0.10
I 5
1
Baymeade
154-801
I
8-2611.45-1.601
0-1211
I
60-1 751
I
2.0-6.0
6.0-20
I
10.10-0 1414.5-6.5
10 02-0.1014.5-6.5
I
I
1 <2
1 <2
I
(Low ---------
ILow---------
I
IO 10
I0.10
11
I
1
.5-1
I
BDC:
Baymeade---------
I
1 0-231
123-541
I
0-8
8-2611.45-1.601
I
11.60-1.751
I
6.0-20
2.0-6 0
I
10.02-0.0614.5-6.5
10.10-0
I
I
1 <2
1
I
(Low ---------
ILow
I
10.10
10.10
I
1 5
1
I
1 .5-1
I
154-801
0-1211
60-1.751
6.0-20
1414.5-6.5
10.02-0:1014.5-6.5
<2
1 <2
---------
ILow---------
10 10
1
I
I
Marvyn-----------
1 0-161
116-31118-3511.30-1.601
2-1711.35-1.701
2.0-6.0
0.6-2.0
10.06-0.1114.5-6.0
10.12-0.1714.5-6.0
1 <2
1 <2
(Low ---------
ILow---------
10.17
10.32
1 4
I
I
] <2
I
131-45125-4511.40-1.601
145-80110-3011.40-1.601
1
1
1
0.6-2.0
0.2-2.0
1
10.11-0 1614.5-6.0
10 07-0:1414.5-6.0
1
1
1 <2
1 <2
1
ILow---------
ILow---------
1
10.32
10.32
1
1
1
1
I
I
I
BnB---------------
1 0-481
148-80110-1811
1-7
11.30-1.601
6 0-20
10.03-0.0714.5-6.0
10
1 <2
1
(Low---------
ILow
10.10
10.15
1 5
1
I 5-1
I '
Blanton
53-1.651
2.0-6.0
10-0 1514.5-5.5
<2
---------
I
I I
BO----------------
1 0-15130-6011.20-1.4010.06-0.2
10.02-0.0616.1-84
1
4-8
(High --------
10.28
1 5
l 5-25
Bohicket
115-70135-6011.30-1.601
1
1'
<0.06
10.02-0.0616.1-8..4
I
1 4-8
I
(High --------
I
10.24
I
1 I
I
I
SI--------------
I 0-101
5-2511.50-1.701
2.0-6.0
10.06-0.1214.5-5.5
1 <2
ILow---------
10 20
1 5 1
0-2
Bragg
110-63118-3511.40-1.701
I63-70115_45I1.30-1.60I
0.2-0.6
0 2-0.6
10.10-O'1514:5-6'0
I0.10-0.1514.5-7.3
1 <2
1
(Low ---------
ILow---------10_28
10.28
1
I
70-75
I
I
I
I
I
I
-<2
I
----
I
I I
1
I
I
CA ---------------
1 0-801
I
2-8
I
11 45-1 601
I
>6.0
I
10.02-0 1015.6-8.4
I
I
1 >16
I
(Low---------
I
10 15 1
I I
5 1
I
' 5-2
Carteret
I
I
I
I
I
I
1
I
I
I I
CH ----------------
Chowan 1
1 0-4
4-34118-351140-1.601
1 5-2511.20-1.401
2.0-6.0
0.2-0.6
10.15-0.2013
10.15-0 2013.6-6.0
6-6 0
1 <2
1 <2
ILow---------
ILow---------
10.32
10 32
1 4 1
1
2-4
1
134-801
I
2-1210:40-0.651
I
I
0 2-6 0
I
10.20-0.2613.6-5.0
I
I I
1 <2
ILow---------
I
I_:__
I
I
I
I
I
Co ---------------- 1
I
0-801
0-3
{
11 60-1 701
I
>20
I
10.01-0 0315.6-7.8
I
1
I I
<2
ILow---------10
I
10
I
I 5
I
1 <.5
I
Corolla
I
I
I I
I
I 1
I
I
I
I
C1---------------II
0-39I
0--0.
1I0.40-0.651I
0.06-6.0
1I 0 35-0.45II
<4.5
<2
ILow
Low ---------
I1I
---
III
25-60
Croatan
39-63`
820140-160
40-1.601
02-60010-0153.6-6.51<2
0.2-2.0
10.12-020136
-6.5
1
1
I
------- -
Iw--------_163-80110-3511
--------
II
DO --------------- 1
I
0-991
I
---
10.35-0.551
I I
0.6-2.0
10.25-0.5013.6-4.4
I
1
I I
<2 1
I
-----------
I____ I
I I
I
Dorovan
I
I
I I
I
I I
I
I
I
I
Du---------------1
I
0-801
I
0-4
11.60-1 701
I I
>20
10.02-0 0513.6-8.4
I
I
1 <2 ILow---------IO
I {
10
I
1 5
I
1 .5-1
I
Duckston
I
I
I
I
I
I I
I
I
I
I
Fo---------------- 1
0-121
5-1211.20-1.401
6.0-20
10.05-0.1014.5-6.5
1
<2 ILow
--------- 10.15
1
5 j
.5-2
Foreston 112-78110-1811.20-1.401
I78-85I
4-12I1.30-1.601
2.0-60
6.0-26
10.09-0 1314.5-5.5
I0.03-0.1014.5-5.5
1
I
<2 ILow
<2
--------- 10.10
Low --------- I0.10
I
'
SoA -------------- 1
0-8 1
5-1511.40-1.60,1
2.0-6.0
10.08-0.1214.5-6.0
1
<2 ILow---------
10.20
15
.5-2
Goldsboro 1
170-801
8-70I18
30I1.30-1.50i
I
I
0.6-2.0
10.11-0.15I4.5
I
5.5 I
I I
-<2 ILow---------10.24
I
------ I
I
I
I
1
,Grifton 1170-60118-3511.35-1.451
0.6-2.0
10.12-0.1714.5-8.4
1 <2 ILow
--------- 10
20 1
5
I 2-4
1
1---
I
--- I
---
I
I----
±
I
TABLE 17.--pHYSICAL AND CHEMICAL PROPERTIES OF THE SO
I IAvailablel Soil ISalin
F Map symbol and `DepthlClay bulk I bilitY I water Ireaction`
soil name I { I densit I Ica acit mm.0
n ct cm In hr I In in I
-I 0-13I 5-1511.45-1.65I 2.0-6.0 10.10-0.1514.5-5.5 1 <
Jo------------ 113-38I18-35I1.40-1.601 0.6-2.0 10.12-0-15I4.5-5.5 1 <
Johns 138_701 2-1011.60-1.751 6.0-20 I0.03-0.0614.5-5.5 i C
-1 p_8D1 0-3 I1.60-1.801 6.0-2.0 1 <0.05 14.5-7.3 1
KKu=------------ 1 I I I 1 I
I
LA---------------` 0-551-85I0.50-0501 1.001 2<0.06 10.15 0.20I`6.1-8.4 I 8
Lafitte I55-72130 I
Lo---------------
Leon1 0-Sol 1-6 I1.40-1.651 6.0-20 .02-0.05I13.6-5.5 `
I I
___-__- ---I 0-181 4-18`1.55_1:45I 0.6-2.0 10.012-0.168-0 114.5 5.5
LLumbee 118-38I18-35 1.30 1
138-S01 1-10111.60-1.751 6.0-ZO 10.03-0.0614.5 5.
-1 0-161 5-2011.30-1.601 2.0-6.0 IO.09-0.1313.6-5.5 1
Ly-------------- 116-80118-3511.30-1.501 0.6-2.0 I0.12-0.1613.E-5.5
Lyncbburg I I I
1 I1.35-1.651 6.0-20 10.03-0.0713.6-6.0
-I 0-18 <3
Ma- --- 118-351 2-9 11.45-1.601 0.6-2.0 (0.10-0.1513.6-6.0
Mandarin 135-621 <3 I1.35-1.45I 0.6_20 IU.10 0.3-0 0714.5-7-3
1514.5-7.3 1
62-801 2-9 11.45-1.601 0.6 20 1 1 I
1 l 0 6-2.0 I0.09-0.1515.1-7.3 1
Mk ___ _I 0_6 110-25I --_ 10.E-2.0 10.08-0.1215.6-8.4 l
Muckalee - l 6-651 5-201 1
' _� 0-5 1 2_g 11.20-1.401 6.0-20 10.15-0.2013.6-5.5 1
Mu------------- I 1 2_8 11.60-1.751 2.0-6.0 I0.05-0.0913.6-5.5 I
Murville { 5-Sol 1 ` I <0.05 13.6-7.8 1
1 1--- 11.60-1.75 >20 I 1 1
NeE, NhE---------I 0-80I I I I I I
Newhan I I I
__ _ 1 p-16I 2-8 11.55-1.751 6.0-20 10.06-0.1114.5-6.0 1
_ I I
NoB
- 1 118-35I1.35-1.451 0.6_2.0 I0.10-0.1514.5 - I 16-63I I
# 163-801 I I
---I 0-171 5-1511.45-1.651 2.0-6.0 10.11-0.1513.6-5.5 1
On------------ 1 1 3511.30-1.501 0.6-2.0 10.12_0.1713.6 5.5
Onslow 17-65 1-- 1 _ I I j
I65-B01 --- 1 I
______1 0-551 2-1211.60-1.75I 6.0-20 IU.03 0.0714.5 5.5 1
PaA-------- 1 I
Pactolus I55-801 2-12I1.60-1.75I 6.0-20 I I 1
0-111 5-1511.20-1.401 2.0-J6.0 10.20-0.3013.6-5.-1
Pantego I116w5 -1
15i18_40`1.25-1.401 0.6-2.0 10.15 0.2013.E-5.5
115 80118 1 I I I
1 I I
I I { 1 1 1
Pits I I 1
-1 0-151 5-2011.30-1.501 2.0-6 00 6-2.0 10.11 0.1514.5-5.5
Ra 115-72118-35 1.30 1.
Rains 172-80118-40I1.30-1.50; 0.6 2.0 I0,10-0.15i4.5 5.5
I _ _ I n 10.134-0.1014.5-5.5
- - ----I 0-12 2-8 1.60-1.151 6.; .- I
Tm- - - I I 11.45-1.65 2.0-6.0 0.10-0.1414.5-5.5
Tomahawk 112 231 2-8 It
6.0-20 10.04-0.'0134.5-6.5
ILS--Continued
ityiShrink-swell
I potential
K
-'0.
2 Low --------
-10.
2 ILow ---------10.'.
LOW
2 (Low ---------
Low i0.
I {
I _I _.
-8 ---------10
-16 IHigh ----
I
<2 Low ---------
<2 1 I
-la
<2 (Low ---------IC
<2 1Low --- --IC
C2 ILow----- I
<2 ILow--- _1(
----
--11
<2 ILow---- I
(Low --------_I
- ILow-------
-I
ILow--------- I
--- ILOW--------- I
<2 `Low --------^ I
I
<2 (Low--------
<2 ILow---------
<2 ILow -----
<2 SLOW---------
I
C2 `Low-----_--
<2 ILow_-- _---
<2 I Low--------
<2 Low--------
1-----------
I
<2 `Low--------
<2 ILow--------
I <2 ILow --------
I <2 ILow-------
I <2 ILow -------
i �
Low-------
<2 ±Low=---
<2 ILow----
<2 ILOW---
<2 ILOW------
<2 ILow
actors (Organic
-t- ± matter
I T
Pct
I I
0 I 5 I .5-2
LO
10 1 5 j <2
.24 i 5
.32
.10 1
.20 5 I
1.20 1 I
I I
).15 1 5-
3.10 --- I
D.15 I
0.20 ` 5
0.20 1
0.10 1 5
I0.10 1
10.10 5
10.24 0.2I 5
- I
.10.20 1 4
.10 24 1
.1--
-I0.10 1 5
-10.10
-10.10 1 5
Jo 28 1
-10.28
10-70
.5-4
2-4
.5-5
3^
9-20
I
I.5-2
I
I
I.5-2
I
I
` .5-2
I
! 10-15
--10.20 I 5 1 1-6
--10.24 1 1
--10.28 I
10 5 1 .5-2
.--10.15 1
---I0.10

116
TABLE 1.7.--PHYSICAL AND CHEMICAL PROPERTIES OF THE SOILS --Continued
Map symbol and IDepthlClay i Moist
soil name , bulk
Perinea- �Availablel Soil 1Salinity1lShrink-swell
bility water lreactionl
,capacity I I i potential
I +u/ 111
TO _______________I 0-111 5-181120-1.401 0.6-2.0 1 1 -- r
Torhunta 111-501 5-1811:35-1 601 2 0-6 0 10:20-0.3013.6-5.5
10-0
150-801 2-1811.45-1.651 6.0-20 10 <0.051513.6-5.5
13.6-6.5 Ur, J
Urban land
WAB----------1 0-551 2-1511.30-1 601Wando i6 0-20 1 55-99i 1-10130-1.60i 6.0-20 10.03-0.071I
4.5-7.31
WdB: 1 1 1 I
Wando----- -__I p_551 2-1511.30-1.60I 6 0-20 I 1
55-991 1-1011.30-1.601 6.0-20 10.03-0.07i4.5-7.3
Urban land. I I I I I I J I 1 1 i
Wo---------------1 0-14I 5-18I1.45-1.651 2 0-6 0 1 1
Woodington 114-551 5-1811.45-1.651 2.0-6.0 10.10-O'15I3.6-5.5 I
i15
55-80i 3-1811.45-1.651 2.0-20 i0.06-0.15i3.6-5.5 1
YaB -------------- 1 0-7 110-3511.20-1 4010.06-0 2 1 1 1
Yaupon 1 7-76i35-6011.30-1.50i <0.06 10.12-0.18.14.5-8.4
Soil Survey Brunswick County, North Carolina
Organic
K i T 1 matter
<2 (Low --------- I I
<2 1Low------ 10.10 i 5 1 10-15
<2 - 0.15 I
1Low------10,10 I
<2 Low------___10.10 1
<2 `Low---------;0.10 5 I <1
<2 jLow---------
10,10 i
<2 `Low --------- 10.10 5 ( <1
<2 (Low- ---- 0,15 5
'
1 I
<2 Low---------10.20 I ( 2-4
<2 iLow--------- 10.10 1 I
<2 I 1 1
1Low---------I0.28 1 2 I
<2 (High -------- 10.32 ! I <1 .
117
TABLE 18.--SOIL AND WATER FEATURES
["Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbol > means more than. Absence of an entry indicates that the feature is not a concern or
that data were not estimated]
Map symbol andiI
soil name
I
4 i BaB-----------
_I
Baymeade I
BDC: I
Baymeade------I
Marvyn--------I
BnB------------I
Blanton
BO*------------I
Bohicket I
BrB------------1
Bragg
I
CA* ------------I
Carteret I
CH-------------i
Chowan
Co-------------
Corolla
CT -------------
Croatan
DO -------------
Dorovan
Du-------------
Duckston
Fo-------------
Foreston
GoA------------
Goldsboro
Gt-------------
Gri f ton
Jo-------------
Johns
KrB------------
Kureb
LA* -----------•
Lafitte
Lo-------------
Leon
ooding
, g wa er EF
lydrologici
Frequency � Dura-
tion
iMonths i Depth i Kind it
ou
t I
A
I I
`None -------I
---
I
I I4.0-5.0iApparenti
A
I I
(None -------I
---
I I I I
I --- I4.0-5.OIApparentl
B
(None-------
i
---
>60
1 --- .1 --- I
I I I
A
(None -------I
---
I I5.0-6.01Perched i
D
(Frequent ---(Very
1
Ilan-Deci +3-0 iApparentl
I
I brief.)
I I I
C
iNone-------
IFrequent---iVery
I ---
I--- I >6.0 I--- i
+3-1.OIApparent
D
II
Ilan-Deci
brief.) I I
D
(Frequent ---(Very
I
(Nov=Apri 0-0.5IApparent
I long.
I I I
D
(Rare -------
I ---
i --- I1.5-3.OIApparent
D
(Rare -------I
---
I --- i 0-1.01Apparent
D
I
iFrequent---IVery
I
I I I
(Jan-�t
I +1-0.51Apparen
I
D
I
(Occasional
lonq.
I
(Brief
I I I
IJan-Decil.0-2.OiApparent
I
C
I
(None -------I
I
---
I I 1
I --- I2.5-3.5iApparent
iB
( None --------
I ---
I --- 12.0-3.OiApparent
I D
iNone -------
I ---
i --- I0.5-1.OiApparent
I
iC
I
(None-- -----I
I
---
I I I
i --- I1.5-3.OIApparent
I I
IA
I
INone-------I
I
---
I
I--- i >6.0 i---
ID
(Frequent ---(Brief
i
IJan-Deci 0-0.5IApparenl
I I I
D
!None -------
0-1.01,Apparen,
lonths
--F
I
Dec-Apri
I
Dec-Apri
I
Dec -Mari
I
Jan-Deci
I
I
I
Jan-Deci
Nov-Apri
Nov -May
IDec-May
I
(Jan -Dec
i
IJan-Dec
I
IDec-Apr
I
IDec-Apr
I
IDec-May
�Dec-Apx
Jan -Dec
I
iJun-Fel
I
: i 15-30
1
lence Risicot corrosion
Total (Uncoated (Concrete
1 steel 1
in I I
--- iLow------ IModerate.
I I
--- iLow------iModerate.
--- (Moderate iHigh.
--- (High-----iHigh.
6-12 (High-----iHigh.
--- (Moderate iHigh.
I I
--- iHigh-----iHigh.
I I
--- iHigh ----- iHigh.
I I
--- ILow ------ iLow.
1 1
18-24 iHigh-----iHigh.
i10-30 iHigh-----iHigh.
I
I --- ILow------ iLow.
I __- IModerate (High.
I --- IModerate IHi h.
I I Ig
I iHigh-----iLow.
(Moderate iHigh.
I I
i--- ILow------iLOW.
i>51 iHigh-----IModerate.
--- ! --- iHigh -----
High.
See footnote at end of table.

118
Map symbol a
sail name
Lu------------
Lumbee
LY------------
Lynchburg
Ma------------
Mandarin
Mk------------
Muckalee
Mu-------------
Murville
NeE, NhE-------
Newhan
NoB------------
Norfolk
On-------------
Onslow
PaA-----------
Pactolus
Pn-------------I
Pantego i
Pt. I
Pits
Ra-------------'
Rains I
Tm-------------'
Tomahawk
To -------------I
Torhunta i
Ur, i
Urban land '
WaB-----------_I
Wando i
WdB: I
Wando---------
Urban land. '
Wo-------------'
Woodington I
YaB------__--s_i
Yaupon
-------------------
*This map unit
TABLE 18.--SOIL AND WATER FEATURES --Continued
111111 Ill
ndiHydro-I +�wuin ' Hi water tab e S si ence Risk 01
logI icl Frequency 'DtuiDural,, Months DepthKind Kind (I
Months 'Initiali Total irouUncoate�
1 I I Isteel
._� D IRare-------1 --- 1 -- I { { 1 n I n {
_i IN
0-1.5Apparent'Nov-Apr' ---
I ' --- 'High----
C None-------1 - I --- I I
_i i i i i0.5-1.5iApparent'Nov-Apr' --- ' --- iHigh----
I C iNone-------i --- ' --- 11.5-3.51ApparentiI I I
I I I I ' I j Jnn-DecI--- i--- 'Moderate
-� D +Frequent ---'Brief 'Nov-AprI0.5-1.5IApparentlDec-Marl
{ l + l DNone-------I
± i iI --- 0- 1.O` Apparent
'i Nov-May'Il -_-`- ' II ---- l
High-----
(High-----
i A None------_l >6.o
I l I I I
I ---
B i 'High-----
lone ------- I --- I--- I I 1 I
I i i i I4.0-6.OIApparent'Jan-Mari --- ' --- lModerate
I I I 1 �
I B 'None-------' -- l 11.5-3.01A I I I I
I - { --- I I pparentlDec-Apr 'High -----I
1 --- 1 ---
I I i i l I
A INone------- I --- I --- 1
+ i ± i1.5-3.OiApparentiDec-Apr' --- ' --- iLow------
D INone------- 1 I I 0-1.5 I I l I 1 I
A
--' {
f i i I I PParentlDec-Mays --- --- High ----- 1;
I 1
I I
D 'None-------'
I I
A (None-------' ---
I I I
I
C 'None-------' --- l
I
I I I
I I I
I I I
A 'None-------' --- l
I I I
I
A 'None ------- i --- I
1
I I I
D 'None ------- I --- l
! I I
I I
D 'None-------' --- I
I
is subject to daily tides,
I
I
I
I
I
0-1.OiApparent'Nov-Apri ---
I I
1.5-3.O,Apparent'Dec-Apr' _--
0.5-1.511ApparentiDec-Mayll ---
,.0 6-Ol'Apparent,'Jan-Marl ---
-0-6.01'Apparent,'Jan-Marl ---
�0.5-1.0`ApparentlDec-Ma-v' ---
I I
--- 12.0-4.0!Apparent!Jan-Dec! ---
Soil Survey
io r!
I `Concrete
i Brunswick County, North Carolina
TABLE 19.--ENGINEERING TEST DATA
[Dashes indicate data were not available. NP means nonplastic]
drain -size aisLrim
119
I
-iHigh.
Soil name, report
horizon and
I Classification I
'
i
Percentage
Percentage
Liquid
I limit
I
'Plasti-'Max-dry'Optimum
I city IdensitylMoisture
I I I
I
number,
depth in inches
I
IAASHTO IUnifiedl
passingsieve--
smaller
than--
index
{
I
o.I
No. l
No.I
No.
1.02 I
l.002.'
{ I
{
-'High.
I I
4
10
40
200
am
mm
mm
I
'
Pct
�Lb/FT3
Pct
Hi h.
i
Baymeade fine sand l/
I
s79Nco19-002
E -- 3- 9
I I
SM I
I
100I
I
1001
I
95 I
14
{ I
I 6 I
I
2 I
1 1
I NP
1 I
1106.5 i
12.0
(Moderate.
E/Bh -- 9-23
Btl -- 23-42
IA-2-4(0)I
A-2-4(0)
IA-2-4(0)1
SM 1
SM-SC 1
100
1001
100
1001
96
96 1
20
33
10
1 23 1
5
18 1
3
16 1
1
___
22
NP
1 6
I
114.7
1120.3 1
1 1
9.4
11.9
iModerate.
C -- 62-80
1 A-3(0) I
{ I
SP-SM 1
!
1001
I
1001
I
86 1
I
10
( 6 1
I I
5 1
I
3
I
---
NP
I
110.2
I I
12.2
i
ILow.
Goldsboro fine sandy
S77NCO19-041
loam 2/
1
1 1
1
1
I
1 I
IA-2-4(0)1
SM 1
1001
1001
99
31
17
6
3
---
NP
114.2
1
11.2
Ap -- 0- 9
Bt2 -- 20-32
1 A-6(3) I
SC 11001
1001100
1
48
1 38 1
26 1
23 1
30
1 14
1 116.2
13.9
High.
Onslow fine sandy loam 3/
�
�
�
High.
S77NC019-32
E1 -- 9-17
�
I A-4(0) I
1 I
SM 1
1
1001
1001
98 1
1
41
1 17 1
1 28 1
11 (
22 1
8 1
19 1
---
24
1 NP
I 7
1 117.2 1
1 118.4 1
11.1
12.3
E2 -- 17-22
A-4(1)
1 A-6(4) 1
SM-SC
CL 1
1001
1001
1001
1001
99
98 1
47
60
1 36 1
27 I
20 1
30
1 11
1 114.7 1
I I
14.0
Btg2 -- 50-65
I I
I
I
I
I
I I
I
I
I
High.
Wando fine sand 4/
'
sigh.
S77NCO19-040
A - 0- 8
A-3(0) 1
SP 1
1001
1001
92 I
4
1 3 1
3
1 1 1
1 1
---
1 NP
I
1 104.6 I
1 1
13.8
Cl -- 8-35
A-3(0) 1
I I
SP-SM 1
I
1001
1
1001I
92 1I
5
I 5 1
I I
3
3
I i
---
NP
I
105.4
I I
13.4
l/ Typical pedon for series in
this survey area.
--- ±High ----- ±High,
2/
1.5
miles east of Bolivia on SR 1513 and 50 feet south of SR 1513 in an open field.
--- iModerate
3/
1.5
miles northwest of Navassa on SR 1430; 0.3 mile east on SR 1431; 50 feet south of road in pine stand.
'High.
1 1
4/
Oak
Island: 1320 feet north of the intersection of 61 Street East and Yaupon Drive East and 20 feet east of
--- iHigh-----�Hi9 h
61
Street East in woods.
ILow ------ !Moderate.
--- iLow ------ iModerate.
I I
!
--- 'High -----'High.
I I
iHigh ----- !Moderate.

���r
CCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September-9, 2011
Ms. Gail Duncan
130 Edinburgh South Drive
Cary, NC 27511
Subject: Built -Upon Area Limits
Lot 1, Ocean Harbour Estates
Stormwater Project No. SW8 931204
Brunswick County
Dear Ms. Duncan:
The Division of Water Quality received a copy of your CAMA Major Permit application
for the construction of a pier, gazebo, floating dock and boatlift on September 1, 2011.
When a CAMA Major application for a lot in a subdivision is preceded by a LAMA Minor
application for the associated upland development, the Division must verify that the
built -upon area does not exceed the maximum BUA limits assigned by the Master
Stormwater permit for that subdivision. In this case, our review has revealed a potential
problem with the amount of built -upon area proposed for this lot.
This lot is part of the subdivision Ocean Harbour Estates, which is covered by
stormwater permit number SW8 931204. This permit allowed for each of the 38 lots in
the subdivision to have a maximum of 5,300 square feet of built -upon area. I pulled the
lot plan you provided with the March 2011, CAMA Minor application, and after scaling
off the house alone, there appears to be approximately 5,272 square feet, leaving only
28 square feet for the back porch, the pool deck, the walkways and the driveway.
The lot plan does not indicate what type of material comprises the back porch, the pool
deck or the walkways. The water surface of the pool and raised, uncovered, open -slat
decking is not considered a built -upon surface, however, the driveway is denoted as
pervious concrete. Pervious concrete with a 6" gravel base receives a 60% managed
grass credit, meaning that only 40% of the total driveway area is counted as built -upon
area. However, even this appears to put the lot over the 5,300 sf maximum when
combined with the home's built -upon area.
The current permit for Ocean Harbour Estates does not contain the necessary permit
language for the permittee to approve the use of permeable pavements in this
subdivision. Until the permit is modified to allow for the use of permeable pavement and
until the HOA assumes the responsibility of implementing the permit conditions, all
permeable pavement installations on a lot in a permitted subdivision must come to the
Division of Water Quality for approval. The Division has no record of approving either
the design or the installation of this driveway.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phune: 910 796-72151 FAX [phone] Customer Service:1-877-623-6748
Internet www.newaterqualfty.org
1VOIhCc` rolina
NQtllrtillly
An Equal Opportunity 1 Affirmative Action Employer

Ms. Duncan
September 9, 2011
Project/Permit Number SW8 931204
Additionally, the runoff from all of the built -upon area on this lot must be directed
into the permitted infiltration system. Please advise if this has been
accomplished. The permittee, through the HOA, is supposed to be reviewing
each proposed lot plan for compliance with the permit conditions prior to
construction. These conditions include the maximum built -upon area limits and
the requirement to direct all runoff into the permitted infiltration system.
Please submit a completed application for the permeable pavement on your lot,
to include a completed application form SWU-101, a completed supplement form
for permeable pavement, a signed Operation and Maintenance Agreement, a
soils evaluation report, the application fee of $505.00, calculations of the built -
upon areas, and 2 copies of the lot plans with the dimensions of all the built -upon
areas, the permeable pavement area, and the permeable pavement section
details.
You should read Chapter 18 of the BMP Manual for information on the minimum
acceptable soil conditions that must be present on your lot and the pavement
design requirements in order to give you the BUA credit for the permeable
pavement. The BMP Manual and the application forms are available on-line at
this link: http://portal.ncdenr.org/web/wg/ws/su/statesw
Please submit the required application to the Division at the address at the
bottom of the letterhead, by October 9, 2011. If you have any questions, please
do not hesitate to contact me at (910). 796-7301 or email me at
Iinda.lewisD-ncdenr.aov
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: SAWOMStormwateAPermits & Projects11993\931204 HD12011 09 letter_Gail Duncan 931204
cc: W.M. Stanaland Estate, Inc., c/o Vaughn Stanaland
Steve Morrison, Land Management Group
Holley Snider, DCM
Wilmington Regional Office Stormwater File
Page 2 of 2

pc A �Aef6w Est- ;
L--) 4
SOS q3l
g()
14.�.LMG
Environmental Consalt'ants
Alan Lewis
East Coast Engineering
P.O. Box 2469
Shallotte, NC 28459
kAale Ic,, blZ
C 1,v7I- k' <J' C'- i, C a;•,,,�i e �t
I
1 117C e l' Ze- Liu 1 f $h
vI— ih, 0, �/
September 27, 2011
Reference: Soil Assessment for Proposed Storm Water Proposal for Ocean Harbor
Estates, Lot 1, Calabash, NC.
Dear Alan,
Land Management Group, Inc. evaluated the lot for the purpose of providing site
data to the engineer for his submittal of the proposed storm water retention plan for the
proposed residence. The purpose of the evaluation was to describe the soil profile,
quantify the depth to the seasonal high water table, estimate permeability and to inform
the project engineer of any potential limitations of this project within the proposed
stormwater retention areas
The soils at this site are mapped as Wando in the Soil Survey of Brunswick
County (USDA, 1986). Soil borings 1 thru 2 confirmed the soils are Wando. The soil
boring locations are shown in Appendix A and the soil profile descriptions are shown in
Appendix B.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. In the
same way, there can be modern drainage features such as canals or ditches that have
altered the hydrologic profile. Often, observed redoximorphic features are relicts of
previous hydrologic conditions but not current ones. The degree of expression, or in this
case, the lack of it is evidence that SHWT occur at depths greater than seven feet. There
is no evidence of redoximorphic features 84" from the soil surface in the two locations.
Soil permeability is estimated based on soil physical properties. The following
are estimates of the soils at each location. Boring one has an estimated permeability of 8
once-cs ,cr 110ure Boring two leas an estirriated permeability of 6 -10 inches n ,r hoti!%.
In summary, this site has multiple areas that are proposed for stormwater
infiltration system placement. These areas have soils that have seasonal high water tables
that are deeper than 84" from the soil surface in the two locations.
If the proposed Permanent Pool Elevation is more than 6° below the seasonal high
water table elevation, then additional testing and analysis may be required to quantify any

affect on adjacent wetlands, surface waters, and/or buffers where applicable. Please refer
to the NC DENR DWQ February 19, 2009 Memo Article 2 subsections a-d for further
guidance. Please do not hesitate to contact me if you have any questions with this report
or if you wish for LMG to perform any additional site specific studies in accordance with
the NC DENR DWQ guidance memo. If you have any questions about this report or
need any additional information I may be reached at 910-452-0001, 910-620-1137 or at
cturnerglmgroup.net .
Sincerely,
G. Craig Turner
Vice President
Land Management Group, Inc
P.O. Box 2522
Wilmington, NC 28402
910-452-0001: Office
910-452-0060: FAX
910-620-1137: Cell
cturner@ lmgroup.net
N.C. Licensed Soil Scientist, #1091
S.0 Certification
Number 57

-i "w
Ocean Harbor Estates, Lot 1 Land Management Group, Inc. Soil Boring
Brunswick County, NC Environmental Consultants
01-10-155S1StormwaterSolis Report.cdr Wilmington, N.C. Locations
[e-mail] September, 2011

Ocean Harbor Estates, Lot
Brunswick County, NC
01-10-155S /Stormwater Soils Report.ccir
[e-mail]
I*
Land Management Group, Inc.
Environmental Consultants
Wilmington, N.C.
September, 2011
2010 Aerial Photo

WaB - Wando 2 to 8 % slope
Ocean Harbor Estates, Lot 1 Land Management Group, Inc.
Brunswick County, NC Environmental Consultants
01-10-155S /Stormwater Soils Report.cdr Wilmington, N.C.
[e-mail] September, 2011
Soil Survey
Brunswick County

Appendix B
Soil Profile Descriptions

BORING #
HORIZON:
DEPTH
COLOR
MOTTLES
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
COMMENTS
1
A
0-4
10Y 211 & 811
loamy fine sand
single -grained
non-stick
non -plastic
1
AB
4-18
10YR 3/3
loamy fine sand
single -grained
non-stick
non -plastic
1
Bw1
18-30
10YR 5/6
loamy fine sand
single -grained
non-stick
non -plastic
1
Bw2
30-36
10YR 514
loamy fine sand
single -grained
non-stick
non -plastic
1
Bw3
36-48
10 YR 7/4
loamy fine sand
sin le- rained
non-stick
non -plastic
1
BC
1 48-64
10YR 6/6
loamy fine sand
single -grained
non-stick
non -plastic
1
C
1 64-80
10 YR 6/4 & 6/2
loamy fine sand
single -grained
non -sticky
non -plastic
Physical
Water. >80" on 9-23-2011
SHWT: >80"
BORING #
HORIZON:
DEPTH
COLOR
MOTTLES
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
COMMENTS
2
Al
0-7
10Y 2/2, 811
loamy fine sand
single -grained
non -sticky
non -plastic
c,f & m shell
fragments
2
A2
7-16
10YR 4/3
loamy fine sand
single -grained
non-stick
non -plastic
2
Bw1
16-24
10YR 5/4
loamy fine sand
single- rained
non-stick
non -plastic
2
Bw2
24-36
10YR 6/4
loamy fine sand
sin le rained
non-stick
non -plastic
2
Bw3
3648
10 YR 7/2
loamy fine sand
single -grained
non-stick
non -plastic
2
BC
48-72
10YR 6/6
loamy fine sand
single rained
non-stick
non -plastic
2
C
72-84
10 YR 7/2 6/4
loam fine sand
single -grained
non-stick
non- lastic
Physical Water. >84" on 9-9-2011
SHWT: >84"

Appendix C
Published Description and Chemical and Physical Properties
Of the Wando Soil Series

�'.�
��A NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
August 31, 2011
Mr. B.D. Stanaland, President
W.M. Stanaland Estate, Inc.
1328 Harbour Watch
Calabash, NC 28467
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 931204
Ocean Harbour Estates
Brunswick County
Dear Mr. Stanaland:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 931204 to W.M. Stanaland
Estate, Inc. for a High Density Subdivision project on May 31, 2002. This permit expires on May 31, 2012. Per 15A NCAC
2H.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 December 1, 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 Sco
Stormwater Supervisor
GDSldwc S:IWQSlStormwatellPennits & Projects;1993 \931204 HD12011 08 req_ren 931204
cc, Wilmington Regional Office File
encl.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www.ncwaterquality.org
NorthCarolina
N- atzzra.!!il
An Equal Opportunity 1 Affirmative Action Employer

Hammers, Angela
From: Hammers, Angela
Sent: Wednesday, March 23, 2011 11:46 AM
To: 'tom roberts@atmc. net'
Subject: SW8 931204 Ocean Harbour Estates
Attachments: 931204 permit 2002.tif
Dear Mr. Roberts,
Please find attached a copy of the state stormwater permit for the Ocean Harbour Estates Subdivision. This permit was
issued on May 31, 2002 and will expire on May 31, 2012.
It is imperative that the state stormwater permit is held by the entity that owns, uses and has the ability to maintain the
system in good working order. Please note that if that entity is the Ocean Harbour Estates HOA, the permit needs to be
transferred. In regard to this issue, I have also attached a weblink to the transfer of ownership request form. If you
have additional questions, please don't hesitate to contact me.
Weblink: http://Portal.ncdenr.ors/web/wg/ws/su/statesw/forms docs#tab-3
Sincerely,
Avuoet H-Qvwmers
Environmental Specialist
NC Department of Environment and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Office: 910.796.7215
Fax: [phone]
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.

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SW G31a a4
SOSID: 0139508
Date Filed: 4/25/2005 7:47:00 AM
Elaine F. Marshall
State of North Carolina North Carolina Secretary of State
Department of the Secretary of State C200510800111
ARTICLES OF DISSOLUTION BY BOARD OF DIRECTORS AND SHA
BUSINESS CORPORATION
Pursuant to §55-14-03 of the General Statutes of North Carolina, the undersigned corporation hereby submits the following Articles of
Dissolution for the purpose of dissolving the corporation.
1. The name of the corporation is: W. M. STANALAND ESTATE, INC.
2. The names, titles, and addresses of the officers of the corporation are: See attached Exhibit "A"
3. The names and addresses of the directors of the corporation are• See attached Exhibit " B"
4. The dissolution of the corporation was authorized on the 23rd day of December 2004
5. Shareholder approval for the dissolution was obtained as required by Chapter 55 of the North Carolina General Statutes.
6. These articles will be effective upon filing, unless a delayed date and/or time is specified:
This the`,t � day of March 20 05.
W. M. STANALAND ESTATE, INC
Name of Corporation
Signature
Vertilee S. Bennett, President
Type or Print Name and Title
NOTES:
1. Filing fee is S30. This document must be tiled with the Secretary of State.
(Revised January 2000) (Form 8-06)
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGIi, NC 27626-0622

Exhibit "A"
Names and addresses of officers of W. M. Stanaland Estate, Inc.:
Title Name Address
President Vertilee S. Bennett
& Asst. Secretary
Vice President Elneda S. Bottomley
Asst. Treasurer Nester P. Stanaland Humphries
Treasurer Vertilee S. Bennett
H 57 River Road
Calabash, NC 28467
1198 Riverview Dr., Apt. B
Calabash, NC 28467
1328 Harbour Watch
Calabash, NC 28467
l 157 River Road
Calabash, NC 28467

Schedule `B"
Names and addresses of directors of W. M. Stanaland Estate, Inc.:
Name
Vertilee S. Bennett
Elneda S. Bottomley
Nester P. Stanaland Humphries
B. Darius Stanaland
Charles Pritchard
Address
1157 River Road
Calabash, NC 28467
1198 Riverview Dr., Apt. B
Calabash, NC 28467
1328 Harbour Watch
Calabash, NC 28467
8551 Ocean Highway West
Sunset Beach, NC 28468
192 Creekside Drive
Fleetwood, NC 28626

I
3 ra0
JEFFCOAT, PIKE W NAPPIER,
ATTORNEYS AT LAW
10150 BEACH DRIVE, SW, UNIT 1
CALABASH, NORTH CAROLINA
28467
TELEPHONE [phone]
FACSIMILE [phone]
www.jeffcoatlaw.com
OTIS ALLEN JEFFCOAT, III*
JAMES C. PIKE, JR.t
MARK A. NAPPIER*
ELDON D. RISHER, III
MELISSA J. EMERY
PATRICK J. REILLY
EZIZZE DAVIS FO%WORTH
TONIA ROBINSON*
*ADMITTED IN SC & NC
tOF COUNSEL
REPLY TO:
Calabash, NC June 8, 2004
E-Mail: [e-mail]
Mr. Rick Shriver
Water Quality Regional Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405
. '. ,V
JUN 1 1 2004
OTHER OFFICES
MYRTLE BEACH_ SC
2050 CORPORATE CENTRE DR_, STE. 100
MYRTLE BEACH, SC 29577
TELEPHONE [phone]
FACSIMILE(843) 448-1914
PAWLEYS ISLAND. SC
14323 OCEAN Hwy., #4145
PAWLEYS ISLAND, SC 29585
TELEPHONE [phone]
FACSIMILE(843) 235-2056
NORTH MYRTLE BEACH
1 10 YE OLDE KINGS HWY.
N. MYRTLE BEACH, SC 29597
TELEPHONE[phone]
FACSIMILE(843) 249-6231
Re: Storm Water Management Permits for Ocean Harbour Estates Subdivision
Our File No. 2513-014
Dear Mr. Shriven
Pursuant to our conversation on February 10, 2004, I sent a letter to Mr. Brooks
Gore (see attached), president of Ocean Harbour Estates Association,
Inc. ("Association"), which I copied to you. In that letter I offered, on behalf of W.M.
Stanaland Estates, Inc. ("Corporation"), to have the storm water system inspected by the
North Carolina Department of Environment and Natural Resources ("NCDENR") to
insure that It complies with all state regulations. 1 Informed ivir. Gore tisat olive the sto n'i
water system is in full compliance, the Association will be expected to assume the storm
water management permits.
Mr. Gore responded in a letter dated March 16, 2004, (see attached) in which he
stated that this issue would be discussed at the annual membership meeting on April 17,
2004, with a response to follow shortly thereafter. As of the date of this letter I have not
received any further correspondence from Mr. Gore. Therefore, I assume the Association
has no further issues with the storm water system and is willing to assume the permits.
Please contact Mr. Brooks Gore and issue the storm water permits to the
Association. As I have stated in the past, the Corporation no longer owns property in
Ocean Harbour Estates Subdivision and will likely dissolve later this year.

Please contact me if you have any questions or concerns or need further
information.
Tonia M. Robinson
Attorney
Enclosures
cc: Mrs. Nester Stanaland-Humphries

JEFFCOAT, PIKE 'c-Q NAPPIER, LLC
ATTORNEYS AT LAW
10150 BEACH DRIVE, SW, UNIT 1
CALABASH, NORTH CAROLINA
28467
TELEPHONE [phone]
FACSIMILE [phone]
www.jeffcoatlaw.com
OTIS ALLEN JEFFCOAT, III"
JAMES C. PIKE, JR.t
MARK A. NAPPIER*
ELDON D. RISHER, 1I1
MELISSA J. EMERY
PATRICK J. REILLY
EZIZZE DAVIS FOXWORTH
TONIA ROBINSON"
•ADMITTED IN SC & NC
tOF COUNSEL
REPLY TO: Calabash, NC February 17, 2004
E-Mail: [e-mail]
Mr. Brooks Gore, President
Ocean Harbour Estates Association, Inc.
P.O. Box 4686
Calabash, NC 28467
OTHER OFFICES
-MYRTLE BEACH,
2050 CORPORATE CENTRE DR., STE. 100
MYRTLE BEACH, SC 29577
TELEPHONE [phone]
FACSIMILE [phone]
PAWLEYS ISLAND_ c_r_
14323 OCEAN HWY., #4145
PAWLEYS ISLAND, SC 29585
TELEPHONE [phone]
FACSIMILE [phone]
NORTH MYRTLE BEACH
1 10 YE OLDE KINGS HWY.
N. MYRTLE BEACH, SC 29597
TELEPHONE [phone]
FACSIMILE [phone]
Re: Storm water Management System for Ocean Harbour Estates Subdivision
Our File No. 2513-014
Dear Mr. Gore:
As you are aware, our clients W.M. Stanaland Estate, Inc., and Ocean Harbour
Estates, Inc., have been attempting to transfer the. permits for the storm water
management to Ocean Harbour Estates Association, Inc., (the "Association"). The
Association is the current owner of all of the streets, roads and common areas in the
subdivision by way of a deed from Stanaland Stewart, LLC, dated and recorded February
26, 1999. As a. result, it is absolutely necessary that the Association assume the storm
water management permits.
It is my understanding that the Association has some concerns about the current
condition of the storm water system. As a result, I have spoken with a representative
from the North Carolina Department of Environment and Natural Resources
("NCDENR"). NCDENR is willing to inspect the storm water system to insure that it
complies with all state regulations. However, once in full compliance, the Association
will be expected to assume all storm water management permits.

Please contact me and let me know whether the Association is willing to assume
the permits without an inspection. If an inspection is required, I will contact NCDENR
and make all the necessary arrangements'.
cc: Mr. Rick Shriver
Sincerely,
Tonia M. Robinson
Attorney
2

March 16, 2004
Tonia Robinson
Jeffcoat, Pike & Nappier, LLC
Attorneys At Law
10150 Beach Drive, SW, Unit 1
Calabash, NC 28467
Re: Your letter dated February 17, 2004
Dear Ms. Robinson:
The Board of Directors of Ocean Harbour Estates has elected to present your
proposal for discussion at the annual membership meeting April 17, 2004. An answer to
your proposal will be forthcoming shortly thereafter.
Sincerely,
L. Brooks Gore, President
Ocean Harbour Estates POA

'mri htswille En ineerin Services
y 9
February 26, 2003 File No.: 97013.1
Ms. Linda Lewis KL;r:1 V
NCDENR FEB 2 6 2003
Division of Water Quality
127 Cardinal Drive Extension BY:
Wilmington, NC 28405-3845
Re: Ocean Harbour Estates, Brunswick County
Engineer's Certification
DWO Permit No.: 931204 dated 8-2-94 (original permit dated 2-8-94)
Dear Ms. Lewis:
Please find enclosed Designer's Certification and Certification Checklist for the
above referenced project. Also enclosed are two (2) copies of the final
constructed design. Due to existing underground utilities and driveways, the
system was extended at a right angle to the existing trenching. The result is that
the total length of trenching has been increased by 6 feet over what was
originally permitted.
Should there be any questions concerning the enclosed information or additional
copies desired, please feel free to contact our office.
Sincerely,
WRIGHTSVILLE ENGINEERING SERVICES
PHNK. KLEIN, PE
Enclosures
Cc: Ms. Nester Stanaland-Humphries
3410 Mightsville Avenue Wilmington, North Carolina 28403 910. 799. 7967 Fax [phone]