SW8990453_HISTORICAL FILE_20070130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 CAR OyV53
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
ILO 6 10130
YYYYMMDD

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January 30, 2007
Mr. Robert E. Collins, Jr.,
Winding River Plantation
1899 Zion Hill Road
Bolivia, NC 28422
President
Community Association, Inc.
Subject: Stormwater Permit No. SW8 990453
Winding River POA Clubhouse
High Density Project
Brunswick County
Dear Mr. Collins:
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
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Winding River POA Clubhouse on January 30, 2007. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 990453 dated January 30, 2007, for the construction of the subject project.
This permit shall be effective from the date of issuance until January 30, 2017, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result In
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Since �)
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WOS\STORMWATER\PERMIT\990453.jan07
cc: Brad Sedgwick, P.E., JBS Consulting
J. Mark Caldwell, Clearwater Capital, LLC
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office Nori`hCarolina
Central Files Naturally
Nonh Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Off -ice Internet: �vw.ncwatcrguality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50 % Recycled110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 990453
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
Robert Collins, Jr. & Winding River Plantation Community Association, Inc.
Winding River POA Clubhouse
1640 Goley-Hewett Road, Winding River Plantation, Bolivia, Brunswick County
FOR THE
construction, operation and maintenance of an onsite wet detention pond and the for
the construction of impervious areas to be treated in an offsite wet detention pond,
permitted under SW8 970936, 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 January 30, 2017, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The onsite stormwater system has been approved for the management of
stormwater runoff as described in Section 1.7 on page 3 of this permit. The
stormwater control has been designed to handle the runoff from 50,712 square
feet of impervious area.
3. The offsite stormwater system, which was approved under SW8 970936, has
been approved for the management of stormwater runoff as described in Section
1.8 on page 3 of this permit. The stormwater control has been designed to handle
the runoff from a total of 237,576 square feet of impervious area. A total of
40,000 square feet of built -upon area has been allocated under the offsite facility
permit for the treatment of a portion of the runoff from this project. This project
proposes to direct the runoff from a total of 39,438 square feet to the offsite wet
detention pond.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 562 square feet.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 990453
5. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
91
The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
The following design criteria have been provided in the onsite wet detention pond
and must be maintained at design condition by the permittee:
a. Drainage Area, Acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ftz:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS�:
g. Permanent Pool Surface Areq, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Max. Fountain Horsepower:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
2.23
97,139
0
50,712
1
5.0
90%
22.0
8,900
4,246
22.47
1.2"0 pipe
5,233
1/8
Sandy Branch / Lumber
LBR59 15-25-1-14
"C Sw HQW"
The following design criteria have been provided in the offsite wet detention pond
permitted under SW8 970936 and must be maintained at design condition by J.
Mark Caldwell and Clearwater Capital, LLC:
a. Drainage Area, acres:
Onsite, ft
Offsite, ftz:
SW8 990453
Phase II Future-
b.
Total Impervious Surfaces, ft:
Phase I onsite, ft
Phase II offsite, W.
SW8 990453 offsite, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMS�:
g. Permanent Pool Surface Areq, ft
h. Permitted Storage Volume, ft :
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Max. Fountain Horsepower:
I. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
10.05
198,180
239,702
67,082
172,620
237,576
96,000
101,576
40,000
1
6.0
90%
20.0
14,130
23,910
21.47
2.0"0 pipe
8,650
1/6
Lockwoods Folly River / LBR59
15-25-1-(11)
"SC HQW"
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 990453
II. SCHEDULE OF COMPLIANCE
The onsite and offsite stormwater management systems shall be constructed in
their entirety, vegetated and operational for their intended use prior to the
construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted onsite stormwater system functions 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
q. Access to the outlet structure must be available at all times.
4. 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.
5. The offsite stormwater facility shall be maintained at design condition by J. Mark
Caldwell and Clearwater Capital, LLC, under the terms and conditions of the
latest version of permit number SW8 970936.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. 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.
8. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is listed in Section
1.6 (1) of this permit.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 990453
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
10. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
11. 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 item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. 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.
14. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change.form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 990453
3. 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) having jurisdiction.
4. 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.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this toe th day of January 2007.
NORTH ROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i'layl -Q /111�
(or Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
� Winding River Plantation Community Association, Inc. lbe�� Gllmy, J- Phesiclml )
2. Print Owners/Signing Official's name and title (the person legally responsible for facility and compliance):
Mike Stonestreet, Authorized Agent
3. Mailing Address for person listed in item 2 above:
1630 Military Cutoff Road, Suite 108
City: Wilmington State: NC
Telephone Number: [phone]
Zip:
28403
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Winding River HOA Clubhouse Expansion
5. Location of Project (street address):
1640 Goley Hewett Road SE
City: Southport County: Brunswick
6. Directions to project (from nearest major intersection):
7. Latitude: 033 58'37"N Longitude: 078 14' 19"W
8. Contact person who can answer questions about the project:
Name: Brad Sedgwick, PE Telephone Number:
H. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal
of project
[phone]
X Modification
Form: SWU-101 Version 3.99 Page] of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number 999453 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 Sediment/Erosion Control 404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center
at 1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one
to two pages) describing stormwater management for the project.
Stormwater treatment will be provided through the use of a wet detention pond.
2. Stormwater nmoff from this project drains to the
3. Total Project Area: 4.49 acres
5. How many drainage areas does the project have?
Lumber River basin.
4. Project Built Upon Area:
,a 2
49 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
- - . - - - -) 1 --- sCU YV0 93Co D
Basin Information
Total
On Site 190nd
B/C
Off Site
Receiving Stream Name
Sandy Branch
Sandy Branch
Sandy Branch
Sandy Branch
Receiving Stream Class
C;SW
C;SW
C;SW
C;SW
Drainage Area
5.11 acres
2.23 acres
1.34 acres
1.54 acres
Existing Impervious* Area
1.06 acres
0.55 acres
0.14 acre
0.37 acres
Proposed Impervious* Area
1.15 acres
0.61 acres
00 acr s
0.54 acres
% Impervious* Area (total)
43%
52%
100/
59%
LEA
Tm ervious* Surface Area
Proposed Building
14040 sf
14040 sf
Proposed Asphalt
27171 sf
6570 sf
20601 sf
Proposed Conc.
8559 sf
5850 sf
2709 sf
Exist. Building
4041 sf
4041 sf
Exist. Asphalt
20304 sf
6120Nsf
14184 sf
Exist. Conc.
22155 sf
2021 1 sf
1944 sf
Total:
96270 sf
50712 sf
6120
39438 sf
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads,
parking areas, sidewalks, gravel areas, etc.
Form: SWU-101 Version 3.99 Page 2 of 4

.r
7. How was the off -site impervious area listed derived?
N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, out parcels and future development prior to sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built upon area for each lot must be provided as an attachment.
The following covenants are intended to ensure ongoing compliance with state management permit
number as issued by the Division of Rater Quality. These
covenants my 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 or
impervious materials. Impervious materials include asphalt, gravel, concrete, brick; stone, slate or
similar material but do not include wood decking or the water surface of swimming pools.
3. Swales shall not be filled in, pipecl or altered except as necessary to piovide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit
modification prior to construction.
5. All permitted runoff f •om out parcels or f ture development shall be directed into the permitted
stormwater control system. These connections to the stormwater control system shall be performed
in a manner that maintains the integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable item required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form (s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form: SWU-101 Version 3.99 Page 3 of 4

VI. SUBMTTTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality
(DWQ). A complete package includes all of the items listed below. The complete application
package should be submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
i�ials
• Original and one copy of the Stormwater Management Permit Application Form
• One coov of the aoolicable SuDDlement Form(s) for each BMP
• Permit application orocessine fee of $420 (oavable to NCDENR)
• Detailed narrative description of stormwater treatment/manaeement:
• Two conies of plans and specifications. including:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VI. 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): JBS Consulting
Mailing Address: 7332 Cotesworth Dr.
City: Wilmington State: NC
Phone: [phone] Fax: [phone]
VHI. APPLICANT'S CERTIFICATION
Zip:
28405
I, (print or type name ofperson listed in General Information, item 2) Mike Stonestreet
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 conWat
the approved plans, that the required deed restrictions
and protective covenants y�(II a recore proposed project complies with the requirements of
15A NCAC 2H.1000.. j
Signature:
Date:
Pnrm•OM LIM Varcinn 700 P.aP d nfA

Re: Winding River SW8 970936 & SW8 990453
Subject: Re: Winding River SW8 970936 & SW8 990453
From: Linda Lewis <[e-mail]>
Date: Thu, 18 Jan 2007 09:58:55 -0500
To: Monica Loughlin <[e-mail]>
CC: Todd Edmiston <[e-mail]>, Brad Sedgwick <[e-mail]>, "Larry
Sneeden, PE" <[e-mail]>, "Barry Guise, PE" <[e-mail]>,
[e-mail], ewepprecht@atmc,net, [e-mail]
Monica:
Overall, I agree with your plan of action. My comments regarding the information
needed for each of the submittals is outlined below each of your reponses:
Linda
Monica Loughlin wrote:
Linda,
Based on your recommendation in a letter dated January 3, 2007 to William Dorn,
registered agent of Stonebridge Carolina Homes, LLC, an agreed plan of action
with all parties involved has been determined.
1. ESP will apply for a modification to the existing stormwater permit no.
SW8 970936 with Clearwater Capital, LLC as the applicant and true owner of the
Clearwater Townhomes pond. The total impervious surface area allowed will remain
at the previously permitted area of 222,330 square feet. As you already know the
existing pond has not been certified by the design registered engineer and is
now requiring a modification. ESP conducted an as -built on the existing pond.
After review of the as -built, we found that the pond surface area exceeds the
required area, but is not the same as the permitted surface area. Same is true
for the storage volume required and provided. Therefore, triggering the
modification requirement. At the same time the permittee will be changed from
Clear Water Place, Inc. to Clearwater Capital, LLC.
The application for Clearwater Capital, LLC, will be a modification to 970936 and
will need to list the individual BUA's for Phase I, Phase II and the Clubhouse
separately (i.e., one column for each on the application). These are considered
"offsite" projects since they are under different ownership. A revised, signed,
dated and notarized wet pond supplement form is required. The previously permitted
222,330 sq. ft. will need to be revised to account for the mailbox area that was
added without approval and the BUA from the clubhouse that is draining to this
pond. The total BUA (the total of the 3 separate columns) to be listed on the
application , should be 237,576.
2. ESP will apply for an off -site stormwater permit for the existing Phase I
of Clearwater Townhomes with Clearwater Place Condominium Neighborhood
Association, Inc. as the applicant/owner.
Please indicate on the application that it is a new offsite permit, not a
modification to 970936, since that number will remain with the pond and be
permitted to Clearwater Capital, LLC. Please reference the 970936 permit as being
the "offsite" system that will serve Phase I and provide a completed application
and offsite supplement. The application should list the BUA associated with Phase I
only.
1 of 3 1/18/2007 9:59 AM

Re: Winding River SW8 970936 & SW8 990453
is
3. Brad Sedgwick will apply for an off -site stormwater permit for the
clubhouse with Winding River Plantation Community Association, Inc. as the
applicant/owner.
This application has already been received and is waiting on the permit ownership
issues at Clearwater to be resolved before issuing.
4. James W. Huggins will apply for an off -site stormwater permit for Phase II
of Clearwater Townhomes with Stonebridge Carolina Homes, LLC as the
applicant/owner.
Again, please indicate this as a new permit and not a modification, but referencing
the 970936 permit as the offsite treatment system that will serve Phase II. Please
provide a completed application and offsite supplement. The application should list
the BUA associated with Phase II only.
Please review the above plan of action for approval and advise if this is an
acceptable resolution to this complicated project. we anticipate submitting
items 1 and 2 to you Friday, January 19"th if this is a satisfactory solution.
Thank you for your assistance.
Monica Loughlin, EI
Civil Engineering Designer
ESP Associates, P.A.
2120-2 Capital Drive
Wilmington, NC 28405
910-313-6648
910-313-6823 fax
www.esDassociates.com
-----Original Message -----
From: Linda Lewis [mailto:linda.lewis®ncmail.net]
Sent: Thursday, January 04, 2007 11:43 AM
To: Monica Loughlin; Brad Sedgwick
Subject: Winding River SW8 970936 & SW8 990453
Monica & Brad:
This project has become quite complicated. Please see my attached review
comments.
0
2 of 1/18/2007 9:59 AM

Re: Winding River SW8 970936 & SW8 990453
Essentially, I cannot knowingly write a permit for Clearwater Place
Townhomes to Bluegreen Carolina since they do NOT own the pond.
Apparently, Stonebridge Homes, which is the developer for Phase 2 of
Clearwater Townhomes, bought the Phase 2 property AND the pond property.
They were completely unaware of the existing stormwater permit for
Clearwater. So, I advise that Stonebridge Homes continue with their
application for Phase 2 of Clearwater showing Phase 1 of Clearwater and
the POA Clubhouse as "Offsite" projects.
Bluegreen will need to amend their current application to an offsite
project to cover Phase 1 of Clearwater.
The POA Clubhouse doesn't have to do anything until the mess at
Clearwater is resolved.
Hard copies of the attached letter will be sent out today.
Linda
3 of 3 1/18/2007 9:59 AM

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an Annual Report I
Corporation Names
Name Name Type
NC Stonebridge Carolina Legal
Homes, LLC
Limited Liability Company Information
SOSID:
0785866
Status:
Current -Active
Date Formed:
6/6/2005
Citizenship:
Foreign
State of Inc.:
SC
Duration:
12/31/2055
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
Dorn, William C
5211 Marina Club Drive
Wilmington NC 28409
5211 Marina Club Drive
Wilmington NC 28409
1011 Zion Hill Road, SE
Bolivia NC 28422
1011 Zion Hill Road, SE
Bolivia NC 28422
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?Pitemld=7758835 12/7/2006

: 785866
State of North Carolina
Department of the Secretary of State
Date Filed: 6/6/2005 11:19:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200515300080
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57C-7-04 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
I. The name of the limited liability company is Stenebridge Garelina Homes-, LTC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is: Rrn, t-h ra rol i na
3. The date of formation was Marrh 17, 2 0 0 S ;its period ofduration is: December 31 . 2055
4. Principal office information: (Select either a or b)
a. [Z* The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is
Number and Street , n, , ., , __ .,. , , — _ _ --
City, State, Zip Code go1�a., NC 2g422 Counly�,,, s —i-ck
The mailing address, if different from the street address, of the principal office of the corporation is:
b. ❑ The limited liability company does not have a principal office.
5. The street address and county of registered office in the State of North Carolina is:
Number and Street _5211—Atarina Glub Drive
City, State, Zip Code
Wilmington, NC 28409
County New Hanover
6. The mailing address, if different from the street address, of the registered office in the State of North Carolina is:
7. The name of the registered agent in the State of North Carolina is: Wi lliam C Dorn
CORPORATIONS DIVISION
(Revised January 2002)
P. O. BOX 29622
RAI_EIGH, NC 27626-0622
(Form l -09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
8. The names, titles, and usual business addresses of the current managers of the limited liability company are:
(use attachment if necessary)
Name Business Address
J. Mark Caldwell 672 Marina Drive Suite 109
Charleston, SC 29492
9. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old. A Photocopy of the certification cannot be accepted.
10. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the
resolution of its managers adopting the fictitious name is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This the 940 dl y of �, 20e-
Stor4bridge Carolina Homes, LLC
� \ DojL:
iied eNTfRyL% zany
Signature of anager
J. Mark Caldwell
7ype ur Pant Name
Notes:
1. Filing fee is $250. This document must be filed with the Secretaryof State.
CORPORATIONS DIVISION
(Revised January 2002)
P. 0. BOX 29622
RALEIGH, NC 27626-0622
(corm L-09)

The State of South Carolina
of SecretaryfStat
Certificate of Existence
I, Mark Hammond, Secretary of State of South Carolina Hereby certify that:
STONEBRIDGE CAROLINA HOMES, LLC, A Limited Liability Company duly
organized under the laws of the State of South Carolina on March 17th, 2005,
with a duration that is until December 31st, 2055, has as of this date filed all
reports due this office, including its most recent annual report as required by
section 33-44-211, paid all fees, taxes and penalties owed to the Secretary of
State, that the Secretary of State has not mailed notice to the company that it is
subject to being dissolved by administrative action pursuant to section 33-44-809
of the South Carolina Code, and that the company has not filed articles of
termination as of the date hereof.
Given under my Hand and the Great
Seal of the State of South Carolina this
23rd day of May, 2005.
9"�. '0�;?
Mark Hammond, Secretary of State

Winding River HOA Clubhouse SW8 990453
Subject: Winding River HOA Clubhouse SW8 990453
From: Linda Lewis <linda.lewis@ncmai].net>
Date: Wed, 01 Nov 2006 15:18:27 -0500
To: Brad Sedgwick <[e-mail]>
Brad:
1 will be doing the Express review for the offsite Clearwater pond on November 9.
This will hopefully expedite the process of getting the Clubhouse permit issued.
The most recent pond calculations that were submitted for the on -site Clubhouse
pond were not signed, sealed or dated. Other than that, we're waiting on the
November 9 review date for the Clearwater pond.
Linda
l of 1 11/1/2006 3:18 PM

Winding River Property Owner's Association
1899 Zion Hill Road
Bolivia, NC 28422
June 5, 2006
Ms. Linda Lewis
North Carolina Division of Water Quality 127
Cardinal Drive Extension Wilmington, NC
28405
RE: Letter of Authorization
Winding River POA Clubhouse
SW8 990453 Modification
Brunswick County
Dear Ms. Lewis:
RECEIVED
JUN 0 6 2006
Dw
-^oa # SCAB CRO 453
Per your letter dated June 2, 2006 to Mike Stonestreet concerning Section .1003(e) of the
storm water rules this letter addresses comment Number l of this letter.
Please accept this authorization by the Winding River Plantation Community Association,
Inc. to allow Mr. Mike Stonestreet of CAMS to act as our legal representative for all matters
involved in modifying our existing storm water permit. As you know this modification will
allow us to execute a planned expansion on our facilities at 1640 Goley Hewett Road SE in
Brunswick County, NC.
Should you have further questions please do not hesitate to call me at 910-755-6938.
Sincerely yours,
Robert E. Collins Jr.
President

CONSULTING, PA
JD7332 Cotesworth Drive
Wilmington, NC 28045
[phone]
Fax [phone]
PLANNING - ENGINEERING - CONSTRUCTION MANAGEMENI
NCDENR - DWQ
127 Cardinal Drive Ext
Wilmington, NC 28405
ATTENTION: Linda Lewis
LETTER OF TRANSMITTAL
DATE: 11-8-06
PROJECT NO:
TASK NO:
RE: SW8 990453 Mod
TRANSMITTAL NO:
PAGE 1 OF 1
WE ARE SENDING: x Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other -
Quantity Drawing No. Rev. Description Status
2 Stamped, Signed, Sealed SW Calculations for Winding River
Issue Status Code: A. Preliminary B. Fabrication Only C. For Information D. Bid
E. Construction F. For Review & Comments G. For Approval H. See Remarks
Action Status Code: 1. No Exceptions Taken 2. Make Corrections Noted 3. Other
4. Amend & Resubmit 5. Rejected -See Remarks
REMARKS:

_ Print X Close Window
Linda Lewis ([e-mail])
To: Brad Sedgwick ([e-mail])
Subject: Winding River HOA Clubhouse SW8 990453
Brad:
I will be doing the Express review for the offsite Clearwater pond on
November 9. This will hopefully expedite the process of getting the
Clubhouse permit issued.
The most recent pond calculations that were submitted for the on -site
Clubhouse pond were not signed, sealed or dated. Other than that, we're
waiting on the November 9 review date for the Clearwater pond.
Linda
3:18 PM 11/01/06

"ONSITE BASIN" Wet Detention Pond Calculations
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included hen:), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 85% TSS removal
Post -Development Conditions
Total Drainage Area 2.23 ACRE Basins A"and At"
Impervious Drainage Area 1.16 ACRE Value from CAD
Impervious Cover
52.0% Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area)"100%
Elevation of Permanent Pool Surface
22.0
FT
Value selected by designer
Depth of Permanent Pool
5.0
FT
Value selected by designer
(Bottom Elevation)=(Permanent Pool Surface
Elevation of Wet Detention Pond Bottom
17.0
FT
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
110
FT
Value from CAD
roxi. a Pond Width
40
FT
Value from CAD
Len th:wdth Ratio
3:1
Ratio=(Len thV(WYdth):1
Re —iced CAn1G Rhin fn, Ono/ TCC Rmm�vel z nnn Value from chart. Reference: "90% TSS
..vI-.....-... _.........._ ._. __.- ...� ..... ._..-. _._
Removal
Required Permanent Pool Surface Area 3,691 SF Required Surface Area=(Required SAIDA
Ratio)'(Total Drainage Area)
Provided Pennanent Pool Surface Area 8,900 SF Interpolated value from stag"orage
calculations
Step 2., Determine the 1-inch runoff elevation within the wet detention oond
Runoff Coefficient, Rv
0.518
TWIN
Rv-0.05+0.009"(% Impervious)
Required 1" Runoff Volume (Volume of Temporary
4,193
CIF
1"Runoff Volume=l inch"Rv"1 foot/12
Pool)
inch *(Total Drainage Area)
Value from stage -storage calculations
Volume Below Permanent Pool
26,167
CF
(cumulative pond volume at permanent pool
elevation)
Total Volume at Overflow Elevation
4,246
CIF
Temporary Volume Provided at Pond Overflow
Elevation
1" Runoff Volume Elevation 22_47 FT Value is interpolation based upon stage -storage
values. See stage -storage calculations

Step 3: Calculate the required fon:bay volume (18-22% of total pond volume) and compare to the fombay volume provided.
Total Pond Volume 26,167 CIF Value from stage -storage calculations
Provided Forebay Volume:Total Pond Volume 20% (Provided Forebay Volume)/(Total Pond
Volume)-100%
Steo 4: Verily that time reauired to drawdown the 1-inch runoff volume is within 2 to 5 da
Diameter of Proposed Low -flow Orifice 1.200 IN Value chosen by designer
Overflow elevation 22.47 FT Value chosen by designer
(Total Elevation Head Above Onfice)=(Weir
Total Elevation Head Above Orifice 0.47 FT Elevation) -(Elevation of Permanent Pool
Surface)
(Average Elevation Head Above
Onfice)=((Storage Elevation at Required
Average Elevation Head Above Orifice
0.23 FT
Volume)+(Elevation of Permanent Pool
Surface)112-(Storage Elevation at Required
Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.02 US
Q=Cd'(Pf) ((Diameter of Orifice)'(1 W12
in)JA2/4` 2.32.2` Ave a Head A112
Drawdown Time for 14nch Runoff
2.65 DAYS
(Drawdown Time)=(1"Runoff Vo1umeyQ'(1

m .4
Wet Detention "ONSITE BASIN" Calculations
Stage -Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond.
Pond side slope above Permanent Pool 3
Planted shelf 2' below Permanent Pool 6
Side Slope below planted shelf 2
incremental and cumulative storaae of the wet detention pond Der contour interval
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
22.0
8,900
0
F0 -Permanent Pool
22.4700
9,168
4,246
4,246Treatment Volume
23.0
10,068
5,098
9,344
24.0
11,308
10,688
20,032
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
3,404
0
0 -Pond Bottom
18.0
3,886
3,645
3,645
19.0
4,401
4,144
7,789
20.0
4,948
4,674
12,463
21.0
6,780
5,864
18,327
22.0
8,900
7,840
26,167Permanent Pool
23.0
10,068
8,424
34,590
24.0
11,308
10,104
44,694
Forebay Only (20% of Total Pond)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
681
0
0 -Bottom Elev.
18.0
777
729
729
19.0
880
829
1,558
20.0
990
935
2,493
21.0
1,356
1,173
3,665
22.0
1,780
1,568
5,233 +Forebay Volume

"ONSITE BASIN" Wet Detention Pond Calculations
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent waterpool depth between 3- and
6-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20•0 of the total pond volume, a temporary water pool sized to detain the initial 1 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 85% TSS removal
Post -Development Conditions
Total Drainage Area 2.23 ACRE Basins 'A" and 'A1"
Impervious Drainage Area 1.16 ACRE Value from CAD
Impervious Cover 52.0% Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area)'100%
Elevation of Permanent Pool Surface
22.0
FT
Value selected by designer
Depth of Permanent Pool
5.0
FT
Value selected by designer
(Bottom Elevation)=(Permanent Pool Surface
Elevation of Wet Detention Pond Bottom
17.0
FT
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
110
FT
Value from CAD
A roxi.. a Pond Width
40
FT
Value from CAD
Len th:wdth Ratio
3:1
Ratio=(Length)/(Width):1
Required SAIDA Ratio for 90% TSS Removal 3.800 Value from chart. Reference: "90% TSS
Removal
Required PermanentPool Surface Area 3,691 SF Required Surface Area=(Required SAMARatio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 8,900 SF Interpolated value from stage -storage
calculations
Step 2: Determine the 1-inch runoff elevation within the wet detention pond
Runoff Coefficient, Rv 0.518 MIN Rv=0.05+0.009'(% Impervious)
Required 1" Runoff Volume (Volume of Temporary 4,193 CF I" Runoff Volume=1 inch`Rv1 foot/12
Pool) inch'(Total Drainage Area)
Value from stage -storage calculations
Volume Below Permanent Pool 26,167 CF (cumulative pond volume at permanent pool
elevation)
t..._� ��..�..............,...�..... ��.......:.... . 2ec r•c Temporary Volume Provided at Pond Overflow
,. ..,.o...,., -__.
Elevation
1" Runoff Volume Elevation 22.47 FT Value is interpolation based upon stage -storage
values. See stage -storage calculations

r- .

Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided.
Total Pond Volume 26,167 CIF Value from stage -storage calculations
Required Forebay Volume 5.233 CF Forebav Volume=(Total Pond Volume)'20%
Provided Forebay Volume:Total Pond Volume 20% \' Volume)-f0% 1001%
Step 4: Verify that time required to drawdown the 1-inch runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
1.200
IN
Value chosen by designer
Overflow elevation
22.47
FT
Value chosen by designer
(Total Elevation Head Above Orifice)=(Weir
Total Elevation Head Above Orifice
0.47
FT
Elevation) -(Elevation of Permanent Pool
Surface)
(Average Elevation Head Above
Orifice)=((Storage Elevation at Required
Average Elevation Head Above Orifice
0.23
FT
Volume)+(Elevation of Permanent Pool
Surface)]/2-(Storage Elevation at Required
Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
0. Flowrate Through Low -flow Orifice
0.02
CFS
Q=Cd'(Pi)`[(DiameterofOrifice) *(Ift/12
ivrorvuvm\ Harty-i \ �wwn vvumar/w \
Drawdown Time for 14nch Runoff 2.65 DAYS

Wet Detention "ONSITE BASIN" Calculations
Stage -Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond.
Pond side slope above Permanent Pool 3
Planted shelf 2' below Permanent Pool 6
Side Slope below planted shelf 2
incremental and cumulative storage of the wet detention pond per contour interval
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
22.0
8,900
0
'-Permanent Pool
22.4700
9,168
4,246
4,246 treatment Volume
23.0
10,068
5,098
9,344
24.0
11,308
10,688
20,032
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
3,404
0
0 -Pond Bottom
18.0
3,886
3,645
3,645
19.0
4,401
4,144
7,789
20.0
4,948
4,674
12,463
21.0
6,780
5,864
18,327
22.0
8,900
7,840
26,167 �PernanentPool
23.0
10,068
8,424
34,590
24.0
11,308
10,104
44,694
Forebay Only (20% of Total Pond)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
681
0
0 -Bottom Elev.
18.0
777
729
729
19.0
880
829
1,558
20.0
990
935
2,493
21.0
1,356
1,173
3,665
22.0
1,780
1,568
5,233 •Forebay Volume
CO
iOO�

SE y
POST DEVELOPED DRAINAGE BASINS
N
YARD GAME AREA/
i
P �
r
�f
z J
ss t
t%
.,3J ca'a
t a
® aoAV
STOP
a o g.. a m• o .id av
scN 1'-w (Mali)
\
BASIN ONSITE
BASIN
OFFSITE
TO ON SITE POND
TO OFF
SITEPOND
BASIN oe >• 1.62AC
EXIST. CONC. = 19557 SF
BASIN
"D" = 0.16 AC
EXIST. BLDG = 4041 SF
BASIN
"K" = 0.31
PROP. CONC. = 5850 SF
PROP ASPHALT 7290 SF
PROP. BLDG = 14040 SF
PROP. ASPHALT = 6570 SF
BASIN
"L" = 0.20 AC
EXIST.
ASPHALT 6750 SF
BASIN "A1" = 0.61 AC
PROP
ASPHALT 1710 SF
EXIST. CONC. = 654 SF
BASIN
0 47 AC
TOTAL IMPERVIOUS = 50712 SF
PROP.
= SF
AAS9 180
ASPHALT
PROP.
CONC. = 162 SF
BASIN B/C
BASIN
"N" = 0.32 AC
EXIST.
ASPHALT = 7434 SF
NOT TO ON SITE POND
PROP.
ASPHALT 2421 SF
EXIST.
CONC. = 774 SF
BASIN "B" = 0.51 AC
PROP.
CONC. = 1485 SF
BASIN "C" = 0.89 AC
BASIN
EXIST.
"Nt" = 0.08 AC
CONC. = 1170 SF
EXIST. ASPHALT = 6120 SF
PROP.
CONC. = 1062062 SF
(GOLEY HEWETT ROAD)
TOTAL
IMPERVIOUS = 39438 SF
TOTAL IMPERVIOUS = 6120 SF
LEGEND
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a
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SEP 21) 20,06
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TMC
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i CONSULTING, PA
7332 Cotesworth Drive
619-9990 Fax
(9 28405
[phone] Fax [phone]
PLANNING - ENGINEERING - CONSTRUCTION MANAGEMENT
September 28, 2006
Mr. Linda Lewis
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Responses to September 25, 2006 Comments
Stromwater Project SW8 990453 Mod
Winding River HOA Clubhouse
Brunswick County
Dear Linda:
This letter is in response to your comment letter dated September 25, 2006 (copy attached). I
appreciate your timely comments and hope I have answered all questions in this letter. My
responses are numbered the same as your comments for your reference.
Additional storm inlet and piping has been added to transport the runoff from the
existing impervious area within drainage basin "B" and "C" to the detention pond
for treatment. The pond calculations, the post developed basin map, page 2 of
the permit application and page 1 of the wet detention basin supplement has
been revised to reflect the addition of the existing impervious area and are
attached for your review.
2. Basin "C" and the portion of Goley Hewett Road you referrer to does not drain to
the proposed onsite pond.
3. Storm drainage structure #2 is a Manhole and does not collect run-off, I have
revised the plan to indicate that this is a Manhole.
4. 1 have revised the detail on the plan to indicate that the pond's outlet orifice is to
be 1.2".
5. 1 have revised the wet detention pond calculations, to use the correct SA/DA
number of 3.8, the results reduced the ponds required surface area to 3443 sq.ft.,
but this has no effect on our design because we are providing a surface area of
8900 sq.ft. I have enclosed two copies for your review.
6. We understand that you will issue the permit for this modification when the
Clearwater Place permit modifications are also ready to be issued. It is our
understanding that the Clearwater Place permit modification is to be a fast track
submittal and is scheduled for review October 161h. ESP Engineers is handling this
permit modification. Our understanding is that the project has been assigned to
another reviewer.
SEP 2 9 "p;
Y:

Page 2 of 2
Please do not hastate to call if you have any addition questions.
Sincerely yours;
Y
Jeffery A. Roney
Senior Designer
Attached: 1 - NCDENR letter dated September 25, 2006
2 - Revised Wet Detention Pond Calculations
2 - Revised Plan Sheet C2 and C4
2 - Revised Page 2 of Form SWU-101
2- Revised Page 1 of Form SWU-102

of w a rFR
O � Y
September 25, 2006
Mr. Mike Stonestreet, Authorized Agent
Winding River Plantation Community Association, Inc.
1630 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 990453 Mod.
Winding River HOA Clubhouse
Brunswick County
Dear Mr. Stonestreet:
\l icfire I P. Gas ley, Gocrnier
William G, Ross Jr., Secretary
North Carolina Department ol'Gm iromnent and Natural Resources
Nan W. Klimek, P.l.=. Daectur
- Division of Water Quality
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Winding River HOA Clubhouse on August 23, 2006. A preliminary review of that
information has determined that the application is not complete. The following Information is
needed to continue the stormwater review:
1. The application indicates that drainage area B/C contains concrete area that is
not being picked up and directed to the onsite pond. All existing and proposed
built -upon area must be picked up and directed to a pond.
2. The runoff from that portion of Goley Hewett Road within drainage area "C" is not
required to be picked up and treated by the onsite pond. I believe the Master
Permit indicated that this is being treated via a curb outlet swale.
3. The structure labeled as SD Inlet #2 appears to be a Manhole. If this is labeled
correctly as an inlet, then runoff from Goley Hewett Road will be entering the
piped collection system to the onsite pond. Please correct if labeled incorrectly.
4. The calculations and supplement report a 1.2" 0 orifice, but the pond outlet detail
shows only a 1" orifice to be drilled into the plug. Please revise the detail and
submit 2 copies of the revised plan sheet.
5. Please check the SA/DA tables you are using. The SA/DA ratio for a 53%
impervious site, 5.0 deep pond, no vegetated filter (90% TSS), is 3.8%, not 5.4%.
1 have enclosed the SA/DA tables that the Division uses for your convenience.
6. The offsite facility, Clearwater Place, has not yet submitted their permit
modification. Unfortunately, I will have to hold off on issuing this permit until -the
modified Clearwater Place permit has been issued and the pond has been
certified.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to October 25, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
0"'
NorthCarolina
�Vntrrrall�
North Carolina Division or Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone[phone] Customer Service
Wilmington Regional 011ice Internet. vvvvv, ticvalcrytialit o-ft; Fax [phone]-623fi748
An Equal Opportunity/Affirmative Action Employer-50% Recycledl10% Post Consumer Paper -

r +, Mr. Stonestreet
September 25, 2006
,Stormwater Application No. SW8 990453 Mod.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation.of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
(I' /" .
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATERWDDINFO\2006\990453.sep06
cc: Brad Sedgwick, P.E., JBS Consulting
Linda Lewis
Page 2 of 2

85% TSS REMOVAL, 30 FOOT VEGETATED FILTER REQUIRED
DEPTH
3
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP 0/1
10%
.9
.8
.7
.6
.5
0
0
0
0
0
20%
1.7
1.3
1.2
1.1
1.0
.9
.8
.7
.6
.5
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40%
1 3.4
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50%
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
60%
5.0
4.5
3.8
3.5
3.2
2.9
2.6
2.3
2.0
1.6
70%
6.0
5.2
4.5
4.1
3.7
*3.3
2.9
2.5
2.1
1.8
80%
6.8
6.0
5.2
4.7
4.2
3.7
3.2
2.7
2.2'
2.0
90%
6.5
5.8
5.3
4.8
4.3
3.8
3.3
2.8
1.3
100%
t82
7.4
6.8
6.2
>.6
5.0
4.4
3.8
3.2
2.6
*Revised 10/31/97
90% TSS REMOVAL, NO VEGETATED FILTER REQUIRED
DEPTH
3'
3.5'
4.0'
4.5'
5.0'
5.5'
6.0'
6.5'
7.0'
7.5'
IMP %
10%
1.3
1.0
.8
.7
.6
.5
.4
.3
.2
l
20%
2.4
2.0
1.8
1 1.7
1 1.5
1.4
1.2
1.0
.9
.6
30%
3.5
3.0
2.7
2.5
2.2
1.9
1.6
1.3
1.1
.8
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
2.3
1.9
1.5
60%
TO
6.0
53
4.8
4.3
3.9
3.4
2.9
2.4
1.9
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
2.3
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
2.8
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
3.3
100%
12.0
10.0
8.8
8.1
7.3.
6.6
5.8
5.1
4.3
3.6
Note: The required surface area calculated from the tables is to be provided at the permanent pool elevation.

SW8 990453 Winding River HOA Clubhouse
Subject: SW8 990453 Winding River HOA Clubhouse
From: Linda Lewis <[e-mail]>
Date: Mon, 25 Sep 2006 13:27:19 -0400
To: Brad Sedgwick <bradsedgwick a hotmail.com>
Brad:
Attached please find my review comments.
Linda
990453sep06.docContent-Type: application/msword
�
Content -Encoding: base64
I of 1 9/25/2006 1:33 PM

[Fed: SW8 990453 Winding River HOA Clubhouse]
Subject: [Fwd: SW8 990453 Winding River HOA Clubhouse]
From: Linda Lewis <[e-mail]>
Date: Mon, 25 Sep 2006 13:28:06 -0400
To: Brad Sedgwick <[e-mail]>
SA/DA table attached.
Linda
Subject: SW8 990453 Winding River HOA Clubhouse
From: Linda Lewis <[e-mail]>
Date: Mon; 25 Sep 2006 1 3:27:19 -0400
To: Brad Sedgwick <[e-mail]>
Brad:
Attached please find my review comments.
Linda
SADATAf3LE.doe Content -Type: application/msword
Content -Encoding: base64
I--
SW8 990453 Winding River HOA Clubhouse) Content -Type: message/rfc822
Content -Encoding: 7bit
�I Content -Type: application/msword
990453.se 06.doc
Content -Encoding: base64
I of 1 9/25/2006 1:33 PM

J,JB-
S
PLANNING - ENGINEERING
August 22, 2006
Mr. Linda Lewis
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
CONSULTING, PA
7332 Cotesworth Drive
Wilmington, NC 28405
[phone] Fax [phone]
CONSTRUCTION MANAGEMENT
RE: Responses to June 16, 2006 Comments & Modifications to Plans
Stromwater Project SW8 990453 Mod
Winding River HOA Clubhouse
Brunswick County
Dear Linda:
This letter is response to your comment letter dated June 16, 2006 (copy attached) and to
address recent changes on the project.
Your June 16, 2006 letter requested the Form SWU-106 be signed and notarized. This is
attached.
Based on some recent site changes dictated by the client we are also sending two sets of
modified plans, stormwater calculations and narrative. These changes only slightly affect the
original documents that were submitted. We have modified the application to reflect site
changes and are submitting the affected pages of the application.
The off -site SWM pond is modifications associated with Clearwater Place are being handled
by ESP Company (Larry Sneedon). They will make a submittal soon.
Hopefully, the on -site plans and calculations will provide you with everything you need to
permit this project (sans off -site permit modifications).
Please do not hastate to call if you have any addition questions.
oeryX
-
Senior Designer
Attached: 2 - Plan Sets
2 - Revised Stormwater Calculations and Supporting Data Report
2 - Revised page 2 of the SWU-101 application form
2 - Revised page 1 of the SWU-102 supplement form
AUG 23 2006

NCDENR
STORMWATER
CALCULATIONS AND SUPPORTING DATA
for
WINDING RIVER HOA
CLUBHOUSE EXPANSION
SOUTHPORT, NC
Brunswick County
APRIL, 2006
Revised 8-9-06
Prepared for:
Winding River Home Owner Association
RECEIVED
AUG 2 3 2006
PROD # Sw co4,S3 Hop
Prepared by:
JBS CONSULTING, PA
7332 Cotesworth Dr.
Wilmington, NC 28405
SFAS
C = 0,26378
.y 3y

WINDING RIVER HOME OWNERS
CLUBHOUSE EXPANSION
SOUTHPORT,NC
Brunswick County
APRIL 2006
Revised B-9-06
DESIGN NARRATIVE
Existing Site
The proposed project site is 4.49 acres of land, located in Brunswick County at 1640 Goley
Hewett Road SE. The site is located on the northwest comer of Goley Hewett Road SE (SR
1251) and Zion Hill Road (SR 1114). The property has approximately 660' feet of frontage on
Goley Hewett Road SE and 130 feet of frontage on Zion Hill Road
The existing site is made up of one tract of land that is currently developed with a home owner's
association clubhouse facility complete with a clubhouse, parking area, tennis courts and a
swimming pool facility. The total existing impervious area is 46,566sf. The site is accessed from
Goley Hewett Road by an existing improved driveway. The site is bounded on the north
eastern side by
Sandy Branch
Creek.
Vegetation on site
includes a thin strip
of hardwood trees
along the above
mentioned creek,
small medium
growth pine trees in
the south east
portion of the site.
In the south eastern
portion of the site is
an existing pond
that was created
during road
construction.
(Borrow Pit)
The remainder of the site is planted grass and landscaping shrubbery.
The Brunswick County SCS Soil Survey indicates that the property's soil is made up primarily of
two soils types. The western portion of the site consists Blanton (BnB) and the eastern portion
of the site consists of Kureb (KrB) soils. A small sliver of Muckalee occurs along the
northeastern portion of the site but is excluded from the scope of this project. Blanton series
consists of moderately well drained soils on uplands. Water tables in this soil type typically

occur at approximately 4 — 5 feet. Kureb series soils consists of excessively drained soils on
uplands. Water tables in this soil type typically occur at greater than 6 feet.
Wetlands were discovered on site during due dliegence. The wetlands were delineated by ECS,
Ltd and verified by Jennifer Frye of the US Army Corps of Engineers. A copy of the
Jurisdictional Determination is included with this report.
Proposed Improvements
The proposed development will consist of 14,040sf building addition, an additional 27,171sf
asphalt paved road and parking areas, and 8,559sf of concrete walks and patios. The Club
house, Concrete walks, tennis courts and pool deck and the existing asphalt driveway and
parking will remain and be incorporated into the proposed design. The total of these existing
impervious areas is 46,500sf, with the proposed 27,171sf of impervious; the sites total
impervious area is 96,270, which is 49% of the 4.49 acre site. The project is high density and
will require an engineered stormwater manage system. The stormwater management system
will provide attenuation for the pre/post 10 year storm and treat the 1 inch runoff before
discharging offsite. Attenuation and treatment of the 1 inch runoff will be done in a wet
detention pond.

DRAINAGE BASINS DRAINAGE BASINS
——�`''ea• ON SITE TO OFF SITEPOND
g y`es BASIN 'A" = 1.51 AC
^ EXIST. CONC. = 4051 SF BASIN "D" = 0.18 AC Q
EXIST. BLDG = 6098 SFBASIN A'
rn BASIN "Al = 0.59 AC
EXIST. CONC. = 87 SF
e
BASIN "L" = 0.21 AC
EXIST. ASPHALT = 7335 SF
o mou
BASIN "B" = 1 33 AC
EXIST. BLDG. = 3746 SF BASIN "M" = 0.47 AC Z M 3 u
EXIST. CONC. = 16030 SF
BASIN "N" = 0.39 AC }�
s a z s EXIST. ASPHALT 7092 SF
TOTAL IMPERVIOUS = 30003 SF EXIST. CONC. = 426 SFBAS
- \ EXIST. 3 AC
CONC. 1710 SF XIS
TOTAL IMPERVIOUS = 16563 SF
F—_
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4*so XWAM O s Ta Ae ��- 0 14'r
PUW STATION
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Post Developed Basin Information

POST DEVELOPED DRAINAGE BASINS
YARD GAME AREA
3S'
/
I�
d
waGE
GS s w' o b' ao•
y acue t•.on pwn:.)
e✓
BASIN ONSITE
TO ON SITE POND
BASIN "A" = 1 49AC
EXIST. CONC. = 17334 SF
EXIST. BLDG = 4041 SF
PROP. GONG. = 5850 SF
PROP. BLDG = 14040 SF
PROP. ASPHALT = 6570 SF
BASIN "Al" = 0.59 AC
EXIST. CONC. = 87 SF
TOTAL IMPERVIOUS = 47922 SF
BASIN B/C
NOT TO ON SITE POND
BASIN "B" = 0.59 AC
EXIST. CONC. = 1656 SF
BASIN "C" = 0.89 AC
EXIST. CONC. = 1134 SF
,2 EXIST. ASPHALT = 6120 SF
U' (COLEY HEWETT ROAD)
TOTAL IMPERVIOUS = 8910 SF
t
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ry I�
um a mtamsnax�wc�
WT mac
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mT. »or np�Tax
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tror nwr,nd
w-w antr
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r�w�m nowoar
BASIN OFFSITE
TO OFF SITEPOND
PROP ASPHALT = 7290 SF
BASIN "L" = 0.20 AC
EXIST, ASPHALT = 6750 SF
PROP ASPHALT = 1710 SF
BASIN "M" = 0.47 AC
PROP. ASPHALT = 9180 SF
PROP. CONC. = 162 SF
BASIN "N" = 0.32 AC
EXIST. ASPHALT = 7434 SF
PROP. ASPHALT = 2421 SF
EXIST. CONC. = 774 SF
PROP. CONC. = 1485 SF
EXIST. CONC. = 1170 SF
PROP. GONG. = 1062 SF
TOTAL IMPERVIOUS = 39438 SF
Vi TMG
rvvtOa 1 01, i,
L3csign
Jp�k� Elcn�eYit.s
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KI

"ONSITE BASIN" Wet Detention Pond Calculations
NC
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
(-feet, a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 85% TSS removal
Post -Development Conditions
Total Drainage Area 2.08 ACRE Basins A" and "A I"
Impervious Drainage Area 1.10 ACRE Value from CAD
Impervious Cover 52.9% Impervious Cover -(Impervious Drainage
AreaY(Total Drainage Area)'100•0A
Elevation of Permanent Pool Surface
22.0
FT
Value selected by designer
Depth of Permanent Pool
5.0
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
17.0
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
110
FT
Value from CAD
Anoroximate Pond Width
40
FT
Value from CAD
Required SAIDA Ratio for 90% TSS Removal 5.400
Value from chart. Reference: "90% TSS
Removal
Required Surface Area=(Required SAIDA
Required Permanent Pool Surface Area 4,893 SF
Rabo)'(Total Drainage Area)
Provided Permanent Pool Surface Area 8,900 SF
Interpolated value from stage -storage
calculations
Stec 2: Determine the 1-inch runoff elevation within the wet detention pond
Runoff Coefficient, Rv 0.526 MIN Rv-O 05+0.009'(016 Impervious)
Required 1" Runoff Volume (Volume of Temporary 3,972 CF 1"Runoff Volume=1 mch`Rv'1 foobl2
Pool) inch'(Total Drainage Area)
Value from stage -storage calculations
Volume Below Permanent Pool 26.167 CIF (cumulative pond volume at permanent pool
elevation)
Tot-! v..!urne at Overflew Frevation t 976 cF Temporary Volume Provided at Pond Overflow
eva on
1" Runoff Volume Elevation 22.44 FT Value is interpolation based upon stage -storage
values. See stage -storage calculations

Step 3" Calculate the required forebay volume (1 &22% of total pond volume) and compare to the forebay volume provided.
Total Pond Volume 26.167 CF Value from stage -storage calculations
ofebay
Provided Forebay Volume:Total Pond Volume 20% (Provided Volume)'100%00%
Step 4: Verifr that time required to drawdown the 14nch runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
1.200
IN
Value chosen by designer
Overflow elevation
22.44
FT
Value chosen by designer
(Total Elevation Head Above Orifice)=(Weir
Total Elevation Head Above Orifice
0.44
FT
Elevation) -(Elevation of Permanent Pool
Surface)
(Average Elevation Head Above
Orifice)=((Storage Elevation at Required
Average Elevation Head Above Orifice
0.22
FT
Volume)+(Elevation of Permanent Pool
Surface)y2{Storage Elevation at Required
Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
O, Flowrate Through Low -flow Orifice
0.02
CFS
O=Cd'(Pi) [(Diameter of Orifice)'(1 fl/12
i.v11n9/d" r9"R9 9*1A. c 14cnA1/M/9
10rawdown Time for 14nch Runoff 2.59 DAYS .......... '

Wet Detention "ONSITE BASIN" Calculations
Stage -Storage Calculations for Proposed Wet Detention Pond
determine the storage capacity and characteristics of the proposed wet detention pond.
Pond side slope above Permanent Pool 3
Planted shelf 2' below Permanent Pool 6
Side Slope below planted shelf 2
incremental and cumulative storage of the wet detention pond per contour interval
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
22.0
8,900
0
0 -Permanent Pool
22.4405
9,151
3,976
3,976 -Treatment Volume
23.0
10,068
5,377
9,352
24.0
11,308
10,688
20,040
Stage/Storage Total Pond (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
3,404
0
0 Pond Bottom
18.0
3,886
3,645
3,645
19.0
4,401
4,144
7,789
20.0
4,948
4,674
12,463
21.0
6,780
5,864
18,327
22.0
8,900
7,840
26,167 Permanent Pool
23.0
10,068
8,424
34,590
24.0
11,308
10,104
44,694
Forebay Only (20% of Total Pond
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
17.0
681
0
0-Bottom Elev.
18.0
777
729
729
19.0
880
829
1,558
20.0
990
935
2,493
21.0
1,356
1,173
3,665
22.0
1,780
1,568
5,233 -Forebay Volume

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. 2DO600818 County: Brunsaick U.S.G.S. Quad: Lockwoods roily
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Winding River Plantation Community Association
Address: Attn: Robert E. Collins Jr.
1899 Zion Hill Road
Bolivia, NC 28422
Telephone No.: 910-755-6938
Property description:
Size (acres) apuz 5 Nearest Town Supply
Nearest Waterway Sandy Branch River Basin Lumber
USGS HUC 03040207 Coordinates N 33.9777 W 78.2386
Location description Tbis project area is located at the northwest corner of the intersection of Zion Hill Road and
Coley Hewett Road SE, in wetlands adjacent to Sandy Branch southeast of Supply. NC
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination most be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CTR Part 331).
B. Approved Determination
Tbere are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notficatioa
X There are wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations, this determination
may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your project area delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or otu published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps
Regulatory Official identified below on 4121/2006. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page 1 of 2

,lion ID: 20b4, o0 V'1 8"
Aacement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). if you have any questions regarding this
detemrination and/or the Corps regulatory program, please contact Jennifer Fry at 910-251-4923.
C. BaA4 For Determination
D. Remarks
E. Appeals Informatioll (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
detemrination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this
determination you most submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at tite above address by 6/21/2006.
"'It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.**
Corps Regulatory Official: ,4
U
Date 04/21/2006 Expiration Date 04/21/2011
Copy ftrmished:
Anna Carr, ECS, Ltd., 7211 Ogden Business Park, Suite 201, Wilmington, NC 28411
Noelle Lutheran, DENR-DWQ WMO, 127 Cardinal Drive Est., Wilmington, NC 28405
Page 2 of 2

ANDS WB
PROPERTY /
i AC2
W10 L6 W11 W12 l
i
O•.?-
26" CPP
TOP 22.73
INV 20.13
L-3727 Q, :o�
O:
STo °.
'rrhru eneej0
N
Z
2
f
O
O
REFERENCES:
1) DEED 8K. 1402, PG. 1365
2) PLAT BK. 27, PG. 29
I,-------- ---_------- REVIEW OFFICER OF
COUNTY, CERTIFY TO THE BEST OF MY
KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS THE
STATUTORY REQUIREMENTS FOR RECORDING.
----------------- ---
REVIEW OFFICER
DATE: ------ ---
LEGEND
IPF
IRON PIPE FOUND
IRF
IRON REBAR FOUND
IRS
IRON REBAR SET
5.5
SPOT ELEVATION
ES
ELECTRIC BOX
LP
LIGHT POLE
CID
CABLE PEDESTAL
FH
FIRE HYDRANT
CB
CATCH BASIN
TP
TELEPHONE PEDESTAL
WVB
WATER VALVE BOX
R/W
RIGHT—OF—WAY
NOTES:
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
OTHERWISE NOTED.
2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED.
3)IRON REBARS HAVE BEEN SET AT MOST PROPERTY CORNERS.
4) THIS PROPERTY IS IN FLOOD ZONE C AS SHOWN ON FEMA
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
370295 0240 C, DATED MAY 15, 1986.
5) ALL ELEVATIONS SHOWN ARE BASED ON MEAN SEA LEVEL
DATUM NGVD 1929.
6) CONTOUR INTERVAL = 1 FOOT
WETLAND PLAT PROJECT # : 03174-0001-113
FOR PROJ. SVYR MRS
WINDING RIVER PLANTATION DRAWN BY : RDT
FIELD BK.
COMMUNITY ASSOCIATION, INC. COMP. FILE VT101-031740001-113
1640 GOLEY HEWETT RD SE SHEET # OF
SOUTHPORT, NC 28461
DATE: AUG. 20, 2005 SCALE: 1" = 50'
LOCKWOOD FOLLY TWSP BRUNSWICK COUNTY NORTH CAROLINA DWG. # VT101-031740001-113

>RWATER PLACE
PHASE 5 IRS
L23 C' WDOD
23,18 - FENCE
T 2323
TENNIS
COURTS
CONC.
GE8 PAD
�a
,J
U.S. ARMY CORPS OF ENGINEERS
CERTIFICATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF JURISDICTION UNDER SECTION 404 OF THE CLEAN WATER ACT
AS COULD BE DETERMINED BY USING THE 1987 MANUAL. ALL AREAS WHICH
WOULD BE CONSIDERED WETLANDS UNDER THE 1987 MANUAL ARE INCLUDED
AS WETLANDS ON THIS PLAT. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF THE LIMITS OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
FX('FFD FIVE YEARS FROM THIS DATE.
(NAME) �`__--T-a1_y____— ------
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(DATE) (f�9_'•=� I�1�2t=`�'a
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L2 N26'20'3
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REFERENCES:
1) DEED BK.
1402. PG. 1365

Winding River HOA Clubhouse SW8 990453 Mod.
Subject: Winding River HOA Clubhouse SW8 990453 Mod.
From: Linda Lewis <[e-mail]>
Date: Fri, 16 Jun 2006 11:31:05 -0400
Y To: Brad Sedgwick <[e-mail]>, Jeff Roney <roneyj @earthl ink. net>
Jeff/Brad
Attached are my review comments regarding the information submitted on June 6,
2006. Not listed in those comments is the following:
Please look at the reported BUA totals. When I add up the numbers shown, I am
getting less than is reported.
Thanks,
Linda
Content Type application/msword
99 4453-2.jun06 docil
Content Encoding: base64
I of 1 6/16/2006 11:31 AM

� -i
FOR M- DOW41I1Iy
Mr. Mike Stonestreet, Authorized Agent
Winding River Plantation Community Association, Inc.
1630 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 990453 Mod.
Winding River HOA Clubhouse
Brunswick County
Dear Mr. Stonestreet:
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
The Wilmington Regional Office received some of the previously requested information
regarding the pending modified Stormwater Management Permit Application for Winding River
HOA Clubhouse on June 6, 2006, late in the afternoon. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
Please revise the pond section detail to show the forebay wall at elevation 22.75
with a weir cut at elevation 22.
2. A signed offsite supplement form, SWU-106, is required for this project. The old
one was signed by David Edwards as the previous permittee for this project, and
can no longer be used.
3. 1 may have missed this in the first review, but the outlet structure detail shows
that there is no outlet at elevation 22.75, which is the specified design pool
elevation. Additionally, the calculations show that the average head being used
to size the orifice is one-half of .62'. This is not correct. The average head should
be based on''/z the distance between the permanent pool and the design pool.
The supplement indicates that the design pool is 22.75 however, the outlet
structure detail does not provide an outlet at elevation 22.75. It goes all the way
up to elevation 23.50. Since there is no outlet at 22.75, the design pool elevation
should be reported on the supplement as 23.50, and the average head to be
used for sizing the orifice would be '/z of the distance between 22 and 23.50. If
you provide an outlet at elevation 22.75, then the design pool to be reported on
the supplement is 22.75, and the average head is 'h the distance between 22
and 22.75. If you keep the design pool at elevation 23.50, the 1" orifice will drain
the pond in just over 2 days, still within the allowable range. Please advise as to
which direction you will take.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to June 30, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information. No hCarolina
,A tura//y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterauality.or¢, Fax [phone]
An Equal Opportunity/Affirmative Action Employer- 50 % Recycled110 % Post Consumer Paper

Mr. Stonestreet
June 16, 2006
Stormwater Application No. SW8 990453 Mod.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATER\ADDINFO\2006\990453-2.jun06
cc: Jeff Roney, P.E., JBS Consulting
Linda Lewis
Page 2 of 2

J)JB
i CONSULTING, PA
7332 Cotesworth Drive
Wilmington,9-990F (9 28405
[phone] Fax [phone]
PLANNING - ENGINEERING - CONSTRUCTION MANAGEMENT
June 2, 2006
Mr. Linda Lewis
NCDENR-DWQ
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Responses to June 2, 2006 Comments
Stromwater Project S W8 990453 Mod
Winding River HOA Clubhouse
Brunswick County
Dear Linda:
This letter is response to your comment letter dated June 2, 2006 (copy attached). I
appreciate your timely comments and hope I have answered all questions in this letter. My
responses are numbered the same as your comments for your reference.
1. The necessary letter of authorization from the HOA vice president authorizing Mr.
Stonestreet will be forwarded under separate cover.
2. A section detail of the pond has been added to the plan; the forebay is
indicated in this detail.
3. The pond has been revised, the wall between the forebay and the pond has
been reconfigured, the overflow portion of this wall is now located toward the
eastern side, increasing the flow path to 3:1.
4. The as -built survey reviled that the tennis courts were constructed to drain toward
the north, the spot elevation picked up by the survey are included on the revised
plan.
5. The calculation's labeling on the basin has been revised to read "Onsite Basin"
which is consistent with the application and plan labeling.
6. The area that drains to the pond is only 2.16 acres, where are 2 onsite sub -basins
that do not make it to the pond and drain to the wetland then offsite toward the
northeast, these areas should not have been included in the Onsite column of
the application form. The application form has been revised; an additional
column has been added to account for these 2 sub -basins. The drainage map
has been revised in the some manner.
7. An updated supplement form should not be necessary now that the letter of
authorization from the HOA vice president authorizing Mr. Stonestreet will be
provided and our response to comment 6 indicates that the numbers used on the
supplement are correct.
JUN o 6 ZQQ6

rj
Page 2 of 2
8. The vicinity map has been revised to insure that major roads are indicated.
9. We understand that resolution of the Clearwater Place certification will have to
be addressed prior to you issuing the permit for Winding River HOA Clubhouse
and we are working on the issues.
I trust that is will answer all your questions. Please do not hostate to call if you have any
addition questions.
Sincerely rs;
J ff A. Roney
Senior Designer
Attached: 1 - NCDENR letter dated June 2, 2006
2 - revised Plan Sheet C 1, C2 and C4
2 - revised page 2 of form SWIJ-101
2 - Post Development Drainage Basin Map
2 - revised "ONSITE BASIN' wet detention pond calculations

F WATF
�Q 90 Michael F. Easley, Governor
0 Y William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
>_ H
O T Alan W. Klimek, P.E. Director
Division of Water Quality
June 2, 2006
Mr. Mike Stonestreet
Winding River Plantation Community Association, Inc.
1630 Military Cutoff Road, Suite 108
Wilmington, NC 28403
Subject: Request for Additional Information
Stormwater Project No. SW8 990453 Mod.
Winding River HOA Clubhouse
Brunswick County
Dear Mr. Stonestreet:
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Winding River HOA Clubhouse on June 1, 2006, late in the afternoon. The
scheduled Express Review date was June 1, 2006, however, due to the late arrival of the
application, it was not reviewed until June 2, 2006. A preliminary review of that information
has determined that the application is not complete. The following information is needed to
continue the stormwater review:
For corporations, per Section .1003(e) of the stormwater rules, the signature of a
principal executive officer of at least the level of vice president is required. Your
signature as an authorized representative of the HOA can be accepted only if a
letter of authorization from the vice president of the HOA is submitted.
Please include the forebay in the onsite pond section detail.
In the onsite pond's current configuration, the flow path from forebay to outlet
structure needs to be lengthened to achieve a 3:1 length to width ratio. Please
raise the forebay wall to the temporary pool elevation, leaving an opening at the
permanent pool elevation for the runoff to exit the forebay on the eastern most
end.
4. Please provide the existing elevations for the tennis courts. In the previous
permit, one-half of the tennis court area was supposed to be draining into the
offsite pond, however, this modification has the entire tennis court area draining
to the new pond.
5. The calculations are labeled as being for Basin #1, which I am assuming is the
column marked "On Site" in Section 111.6 of the application. Please maintain
consistent labeling throughout the plans, calculations and application.
The application indicates that the onsite pond drainage area is 3.49 acres and
the onsite built -upon area is 55,934 square feet, or 1.28 acres. The pond sizing
calculations, however, use a drainage area of only 2.16 acres, and a built -upon
area of only 1.08 acres. The supplement also uses these same numbers. These
differences may result in a deficient pond volume. Please account for these
discrepancies.
N �O"�,thCarolina
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone]
Wilmington Regional Office Internet: w v.ncwateroualitvore Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Customer Service
1-877-623-6748

Mr. Stonestreet
June 2, 2006
Stormwater Application No. SW8 990453 Mod.
7. Please submit an updated offsite supplement form with the signature of
the HOA VP.
8. Please add a vicinity map to the plans noting the nearest intersection of
two major roads. A major road is any 1, 2 or 3 digit NC, US or interstate
highway. Ideally, the vicinity map should be geared toward driving to the
site from Wilmington.
9. 1 understand that the offsite facility, Clearwater Place, had some problems
pop up during the certification process, which will be addressed via a
permit modification to be submitted later. Unfortunately, I will have to hold
off on issuing this permit until the modified Clearwater Place permit has
been issued and the pond has been certified.
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received in this Office prior to June 16,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
x"'' 4 / i�d'"
Linda Lewis
Environmental Engineer
ENB/arl: S:\WQS\STORMWATERWDDINFO\2006\990453.jun06
cc: Brad Sedgwick, P.E., JBS Consulting
Linda Lewis
Page 2 of 2

Winding FNver POA Clubhouse SW8 990453
Subject: Winding River POA Clubhouse SW8 990453
From: Linda Lewis <[e-mail]>
Date: Wed, 24 May 2006 17:02:26 -0400
To: Brad Sedgwick <[e-mail]>
Brad:
I figured out that somehow the offsite BUA for the clubhouse got incorporated into
the totals for Clearwater Place. So, I went back into the files and applications
and separated out the numbers. I've attached a revised "Data Sheet" for Clearwater
with the offsite BUA and DA's split out.
In the Clubhouse permit, the actual BUA's dont' break down the same way, but the
total is below what was permitted.
Linda
Content -Type: application/msword
F970936 Pond Data Sheet.may06.doc'
Content -Encoding: base64
1 of 1 5/24/2006 5:06 PM

i
r
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Receiving Stream:
Classification of Water Body:
Drainage Area, acres:
Onsite:
Offsite SW8 990453:
Clear Water Place
@Winding River Plantation
SW8 970936
Brunswick County
Mr. John Sabitini, President
Clear Water Place, Inc.
PO Box 6059
South Brunswick, NC 28470
September 26, 1997
Lockwoods Folly River
"SC"
8.85 total
7.112
1.7347
Total Impervious Surfaces, ft2:
222,330
Onsite Buildings (14@6174 ft2):
86,436
Onsite Pool and Tennis Courts,
ft2: 7,344
Onsite Amenity Building, ft2:
2,740
Onsite Parking, ft2:
67,051
Onsite Sidewalk, ft2:
9,854
Offsite from SW8 990453, ft2:
48,905
Pond Depth, feet: 6
Permanent Pool Elevation, FMSL: 20
Required Surface Area, ft2: 12,479
Provided Surface Area, ft2: 19,150
Required Storage Volume, ft': 18,281
Provided Storage Volume, ft': 20,335
Temporary Storage Elevation, FMSL: 21
Controlling Orifice: 2" pipe

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.200600818 County: Brunswick U.S.G.S. Quad: Lockwoods Folly
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent:
Winding River Plantation Community Association
Address:
Attn: Robert E. Collins Jr.
1899 Zion Hill Road
Bolivia, NC 28422
Telephone No.:
910-755-6939
Property description
Size (acres)
appz 5 Nearest Town Supply
Nearest Waterway
Sandy Branch River Basin Lumber
USGS RUC
03040207 Coordinates N 33.9777 W 78.238
Location description This uroiect area is located at the northwest corner of the interserrtnv .,f 7
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination most be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
There are Navigable Waters of the United States within the above described property subject to the perhit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this deterrnation may be relied upon for a period not to exceed five years from the date of this
notification.
X There are wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean
Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations; this determination
may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your project area delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Cops
Regulatory Official identified below on 4/21/2006. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to the
permit requirements of Section,404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC, at [phone] to determine
their requirements.
Page 1 of 2

,;tion ID: _dfjp [e Do 87 8/
,Placement of dredged or fill. material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
detemtitiation and/or the Corps regulatory program, please contact Jennifer Frve at 910-251 -4923,
C. Basis For Determination
". rVMHrK5
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approvedjurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the South Atlantic Division, Division Office at the Following
address:
Mr. Michael F. Bell, Administrative Appeal Review Officer
CESAD-ET-CO-R
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 6/21/2006.
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.—
Corps Regulatory Official:
Date 04/21/2006 V Expiration Date 0421/2011
Copy furnished:
A uia Catr,-ECS, Ltd., 7211 Ogden Business Park, Suite 201, Wilmington, NC 28411
Noelle Lutheran, DENR-DWQ WiRO, 127 Cardinal Drive Ext., Wilmington, NC 28405
Page 2 of 2

WETLANDS
C ON PROPERTY
0.15 AC*
--
,9 1 O j L-3727
h W10 L6 w11
WI2
�i�'''�• .R. S,USRT,,.
NV
�A.
28' CPP
TOP 22.73
INV 20.13
I --__-_ _ ___ REVIEW OFFICER OF
COUNTY, CERTIFY TO THE BEST OF MY
KNOWLEDGE AND BELIEF THE MAP/PLAT TO WHICH
THIS CERTIFICATION IS AFFIXED MEETS THE
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
DATE:
LEGENDy
N
IPF
IRON PIPE FOUND
4 (
G`y
2
IRF
IRON REBAR FOUND
frDv
S
IRS
IRON REBAR SET
r
r
5.5
SPOT ELEVATION
*'s ,►
EB
ELECTRIC BOX
LP
LIGHT POLE
O
CP
CABLE PEDESTAL
p
FH
FIRE HYDRANT
�' >f rn
>,y1
' CB
CATCH BASIN
-
TP
TELEPHONE PEDESTAL
SB
WVB
WATER VALVE BOX
_
R/W
RIGHT-OF-WAY
I
t
REFERENCES:
1) DEED BK. 1402, PG. 1365
2) PLAT BK. 27, PG. 291
WETLAND PLAT
FOR
WINDING RIVER PLANTATION
COMMUNITY ASSOCIATION, INC.
1640 GOLEY HEWETT RD SE i
SOUTHPORT, NC 28461
DATE: AUG. 20, 2005
LOCKWOOD FOLLY TWSP BRUNSWICK COUNTY
NOTES:
1) ALL DISTANCES SHOWN ARE GROUND HORIZONTAL UNLESS
OTHERWISE NOTED.
2) ALL DISTANCES ARE IN FEET UNLESS OTHERWISE NOTED.
3 IRON REBARS HAVE BEEN SET AT MOST PROPERTY CORNERS.
4) THIS PROPERTY IS IN FLOOD ZONE C AS SHOWN ON FEMA
FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER
370295 0240 C, DATED MAY 15, 1986.
5) ALL ELEVATIONS SHOWN ARE BASED ON MEAN SEA LEVEL
DATUM NGVD 1929.
6) CONTOUR INTERVAL = 1 FOOT
SCALE: 1" = 50'
NORTH CAROLINA
PROJECT # ;
03174-0001-113
PROD. SVYR
MRS
DRAWN BY :
RDT
FIELD BK.
COMP. FILE
VT101-031740001-113
SHEET # :
OF
DWG. # :
VT101-031740001-113

ARWATER PLACE
PHASE 5 IRS
v/
TENNIS
COURTS
2j �a.' 4' WOOD oE6
T 23.23'/\R/F/EN\CE\
CURVE TABLE
CURVE
DELTA
RADIUS
ARC
CHORD BRG
CHORD
Cl
11'52'30"
620.58
128.62
S 06-45'05" W
128.39
C2
44'37'31"
235.00
183.03
S 65'24'26" E
178.44
C3
C4
51'24'11"
4'14'58"
315.00
27D.00
282.60
20.02
N 68'47'47" W
N 87'37'35" E
273.22
20.02
C5
C6
20'56'52"
70'11'57"
270.00
10.00
98.71
12.25
S 79'46'26" E
N 35'06'11 W
98.16
11.50
C7
70'11'57"
30.00
36.79
N 35'06'11" W
34.50
U.S. ARMY CORPS OF ENGINEERS
CERTIFICATION
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
IRS BOUNDARY OF JURISDICTION UNDER SECTION 404 OF THE CLEAN WATER ACT
AS COULD BE DETERMINED BY USING THE 1987 MANUAL. ALL AREAS WHICH
\AS
BE CONSIDERED WETLANDS UNDER THE 1987 MANUAL ARE INCLUDED
TLANDS ON THIS PLAT. UNLESSTHERE IS A CHANGE IN THE LAW OR
UBLISHED REGULATIONS, THIS DETERMINATION OF THE LIMITS OF
ON 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
D FIVE YEARS FROM THIS DATE.
(NAME)(TITLE)(DATE)//�-d-----
USACE ACTION ID
Fo
N
EOB A8
A2
WINDING RIVER
PLANTATION
POB Al
LINE
BEARING
DISTANCE
Ll
S76'57I58"E
52.67'
L2
N26'20'31"E
21.61'
L3
N59'56'44"E
52.79'
L4
N53'51'14"E
32.67'
L5
N53'27'05"E
40.06'
L6
S79'05'00"E
37.34'
17
S52'27'10"E
14.56'
LB
L9
N13'28'54W
N23'39'21'E
25.2' 1
28.55'
L10
N43'15'26"E
9.43'
L11
N62'12'27'E
11.22'
112
N53*34'10"E
17,25'
L13
N75'02'19"E
20.22'
L14
N39'57'02"E
10.19'
L15
N11'40'55"E
9.97'
L16
S60'10'43"W
8.75'
L17
S11'3319"W
25.05
L18
S41'52'14"W
25.28'
U9
S74'46'16"W
42.66'
L20
550. 7'27"W
14.77'
L21
S77'14'49"W
68.24'
L22
S60'23'5711W
58.50'
L23
S29'14'35"W
35.33'
L24
N23'09'22"W
14.47'
L25
N86'45'58"W
11.77'
L26
N42'38.25W
19.71'
L27
N24'35'44"W
2M1.26'

mc.
AD
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WOULD BE CONSIDERED WETLANDS UNDERIJTHE M 9AN817AMANUAL L. ALLA REA NCLiUD
AS WETLANDS ON THIS PLAT. UNLESS THERE IS A CHANGE IN THE LAW ORED
OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF THE LIMITS OF
SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO
EXCEED FIVE YEARS FROM THIS DATE.
rn. (NAME)
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(DATE)
USACE ACTION ID
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150
REFERENCES:
1) DEED BK. 1402, PG. 1365 _
7i 01 A .�.. .._. - .

Telephone [phone]
Facsimile [phone]
HOUSTON and ASSOCIATES, P.A.
Consulting Engmeers
SHALLOTrE, NORTH CAROLINA 28459
Monday, July 7, 2003
117 Pine Street
Post Office Box 627
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
N. C. Department of Environment and Natural Resources RECEIVE
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
JUL t 1 2003
Subject: Winding River Plantation - Amenity Center Dw@
Permit SW8 990453 - Compliance Inspection 5(ua � (c)453
Plan of Action PROD #
Dear Ms. Lewis:
Bluegreen Carolina Land, LLC is in receipt of the subject Compliance
Inspection Report and has requested that I respond to you. We received the
letter of violation on June 11, 2003. This project is dependent on the
Clearwater Place Condominium project, SW8 970936, and will be done
concurrently with that project. The plan for addressing the compliance issues
is detailed below with the expected completion date in parentheses.
(1) Repair the side slopes (August 8)
(2) Stabilize with the appropriate grass. (August 8)
(3) Construct the outlet structure with trash rack according to the
approved plans (August 15)
(4) Revise the stormwater plan and calculations, if necessary, to include
the mailbox area and submit to DENR (August 15)
(5) Submit the designer's certification (August 29)
If there are any questions, please feel free to contact us at your
convenience and we will respond at once.
Sincerely,
4aL
J . Houston, P.E.
Houston and Associates, P.A.
pc: Mr. Fred Ward, Winding River Plantation
File; 06-0090 WRP - Stormwater NOV 0703)

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
June 9, 2003
Mr. David Edwards, Vice President
bluegreen Carolina Land, LLC
1899 Zion Hill Road
Bolivia, NC 28422
Subject: COMPLIANCE INSPECTION
Winding River Amenity Center
Stormwater Project No. SW8 990453
Brunswick County
Dear Mr. Edwards:
Please find attached a copy of the completed form entitled "Stormwater
Compliance Inspection Report". The report summarizes the findings of a recent
inspection of the project's stormwater controls conducted on June 4, 2003, to determine
compliance with Stormwater Permit Number SW8 990453 issued on September 22,
1999.
A summary of the findings and comments are noted under Section 4 of the
report. Please inform this Office in writing before July 9, 2003, of the specific actions
that will be undertaken and the time frame required to correct the deficiencies. Failure to
provide the requested information, when required, may initiate enforcement action. If
you have any questions please contact me at the Wilmington Regional Office, telephone
number [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\INSPECT\990453.jun03
cc: Jay Houston, P.E.
Mark T. Dowd, Winding River Plantation Community Association, Inc.
Linda Lewis
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer service
1 800 623-7748
sou
NCDENR

STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Winding River Amenity Center
Project Number: 990453 Control Measure: Wet Detention Pond
Water Body: Lockwoods Folly River Classification: SC
Directions to site, address: off Zion Hill Road, in Winding River Plantation
2. Inspection Date: June 4, 2003
Weather Conditions: warm & rainy
3. Compliance Issues:
a. The offsite pond p ermitted under S W8 970936 m ust be brought i nto
compliance. Please see the inspection report issued for SW8 970936.
4. Required Actions:
a. Bring the offsite pond into compliance, per the June 9, 2003, inspection
report for SW8 970936.
Inspector: Linda Lewis
Water Quality/Wilmington Regional Office/[phone]
RSS/arl: S:\WQS\STORMWAT\INSPECT\990453.jun03

Mar-jO-C'3 04-37P Houston and Associates PA 910 754 2121 P_02
Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY SECTION
COASTAI STORMWATFR PERMIT NAME/OWNERSHIP CHANGE- FORNI
I. CURRENT PERMIT INFORMATION:
1. StorinwaterManagement PertuitNumber: Sw% gg0g53
2. Permit Holder's natue; D�U�o1fC2n CO �pl rs0. ��d �.� 0•
3. Signing official's name: J �O,,lid Ed�afd,6 Title Vice-�rc5'der)+
(persun legally responsible for penail) --- --
4. Mailing address: )Vg Z(00 Nitl Rd. City: �Olivi 0.
state: NC ZipCale: 29921 Phone: g10.155.1020 FAX gt0.-_55.'1L02-5
(Area Code and Numberi (Area Crde and Nunl,-O
IL NEW OWNER / PROJECT / ADDRESS INFORMATION
1. his request is for: (ptcace check all that apply)
Change in ownership of the property/company (Please complete Items #2. #3, and 44
below)
____b. Name change of prQjeot (Please complete Item #,5 below)
C. Mailing address change. (Please complete Item #4 below)
d. Other (please explain):
2. New owner's name to be put on pemiit; Wi ,ci;�n �t�r1 Isla is , i�t L6Ocial a,,1 ne.
3. New owner's signing official's name and title: MtuK 7• —1\3w6
(Person le. -ally responsible for pernlio
(r ble)
New Mailing address: R,30 CnAiiOrii QuA4 ;1e.104 City: V-J rY-%i j m
State.: NG_'L.ip Code: Z%q03 Phone: g10.25,310r*A FAX c 10. 25(e. '0!)9 _
— C At c, Code an d N u tnbcr) Urea (W1 and Numlur)
New Project Name to be placed on permit: SO.a-ne, _____

Mar-M-0-11,04:38P Houston and Associates PA 910 754 2121
P.03
WATER QUALITY UNLESS ALI, OF THE APPLICABLE ITEMS LISTED ON PAGE 2
ARE INCLUDED WITH THE SUBMITTAL.
PERMIT NAMEtOWNERSHIP CHANGE FORM
REQUIRED ITEMS:
1. This completed form.
2. Legal documentation of the transfer of ownership.
3. A copy of the recorded deed restrictions, if required by the permit.
4. The Designer's certification, if requited by the pernut.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will change
ownership.
6. Maintenance. records.
THIS CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTH THE
CURRENT PERMIT" HOLDER AND THE NEW APPLICANT IN THE CASE OF A
CHANGE OF OWNERSHIP.
FOR NAME CHANGES, COMPLETE, AND SIGN ONLY THE CURRENT
PERiYIITTEE'S CERTIFICATION.
Current Permittee's Certification:
1, _ J-Nvtd_&i-ZOrdS , attest that this application for a name/ownership change
has been reviewed and is accurate and complete to the best of my knowledge. I understand that if all
required parts of this applicatiion are not completed and that if all required supporting information and
attachments are note inclttdeil, this applica on package will be returned as incomplete.
New
(Must be compl oteJ for all Iran der of ownership)
/�-o
I, ----LyjA4r- , attest that this application for an ownership change has
been reviewed and is accurate and complete to the best of my knowledge. I understand that if all
required parts of this application are not completed and that if ail required supporting information and
attachments are not included, this apkcAon package will be returned as incomplete.
For stormwater projects within the counties of New Hanover, Brunswick, Pender, Columbus,
DupIin, Ouslow or Carteret, please mail or drop off the completed application package,
including all supporting information and materials, to the Wilmington address, below left. For
all other coastal counties, please mail or drop off to the Washington address, below right
North Carolina Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wihnintnon,NC 28405
ATTN: Linda Lewis
943 Washington Square Mall
Washington, NC 27589
ATTN: Bill Moore