SW8961109_HISTORICAL FILE_20011030

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �LD 110a1
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2U w 10 3 U
YYYYMMDD

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
October 30, 2001
Mr. David Edwards, Vice President
bluegreen Carolina Land, Inc.
PO Box 770
Supply, NC 28462
Subject: Permit No. SW8 961109 Modification
Carolina National @Winding River
Master Plan Subdivision Stormwater Project
Brunswick County
Dear Mr. Edwards:
The Wilmington Regional Office received a modification to the Stormwater Management Permit Application for
Carolina National @Winding River on September 10, 2001. 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 this modification to Permit No. SW8 961109 Modification, dated October 30, 2001,
for the construction of the project, Carolina National @Winding River.
This permit shall be effective from the date of issuance until October 30, 2011, 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 thirty (30) days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me
at [phone].
Sine ely,
Cpw —
1ck Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWARPERMIT\961109.00T
cc: Jay Houston, P.E.
Delaney Aycock, Brunswick County Inspections
Division of Coastal Management
Linda Lewis
Wilmington Regional Office
Central Files
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

State Stormwater Management Systems
Pen -nit No. SW8 961109
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 ofNorth Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
bluegreen Carolina Land, Inc.
Carolina National @Winding River
Brunswick County
FOR THE
construction, operation and maintenance of 6 detention ponds and a curb outlet system 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 October 30, 2011 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. This low density subdivision is permitted for the following built -
upon area limits: 425 lots with 5,000 ftz; 341 lots with 8,000 ft2; 264 lots with 6,500 ft2; 6.32 acres for multi-
family; 70.99 acres in commercial development, Tract H with 13 lots @3,400 square feet each, roads,
clubhouse, amenities, maintenance and W WTP facility. See the development data tables on the 10-30-2001
approved Master Plan for specifics.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
2

State Stormwater Management Systems
Permit No. SW8 961109
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
bluegreen Carolina Land, Inc.
Carolina National @Winding River
Brunswick County
FOR THE
construction, operation and maintenance of 6 detention ponds and a curb outlet system in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater
mane:tement 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 October 30, 2011 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page
3 of this permit, the Project Data Sheet. This low density subdivision is permitted for the following built -
upon area limits: 425 lots with 5,000 ftz; 341 lots with 8,000 ft2; 264 lots with 6,500 ftz; 6.32 acres for multi-
family; 70.99 acres in commercial development, Tract 14 with 13 lots @3,400 square feet each, roads,
clubhouse, amenities, maintenance and W WTP facility. See the development data tables on the 10-30-2001
approved Master Plan for specifics.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.

State Stormwater Management Systems
Permit No. SW8 961109
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name: Carolina National @Winding River Master Plan
Permit Number: SW8 961109
Location: Brunswick County
Applicant: Mr. David Edwards, Vice President
Mailing Address: bluegreen Carolina Land Corporation
PO Box 770
Supply, NC 28462
Application Date: September 10, 2001
Water Body Receiving Stormwater Runoff: Lockwood Folly River
Classification of Water Body: "SC HQW"
Pond Number (Phase I): 1 2 3
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces Allowed, ft':
Lots
Multi Family, ft'
Walk/Cartpath, ft'
Asphalt, ft'
W WTP, ft'
Offsite Area entering Pond:
Required Surface Area, ft':
Provided Surface Area, ft':
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice:
5 4 4
4 5
6 6
24
17
27
21.5
27
1,326,797
445,130
651,460
107,878
.246,113
67 @5,000
52 @5,000
7 @5,000
16 @5,000
None
68 @8,000
58 @8,000
None
None
None
None
Tract G
57,064
20,038
17,242
None
18,295
347,173
165,092
135,036
27,878
69,260
43,560
None
None
None
None
2.75 acres for
Zion Hill Road,
per Engineer (included in Asphalt
above)
95,256
38,877
56,364
6,204
13,342
159,000
46,000
140,000
6,200
14,300
115,810
37,922
54,758
8,650
20,482
127,200
37,600
56,000
8,680
21,450
24.8
17.8
27.4
22.9
28.5
4@3" T
2@2" cp
4@2" cp
1.375" cp
2" T
3

State Stormwater Management Systems
Permit No. SW8 961109
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
Pond Number (Phase II):
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces Allowed, ft2:
Lots
Multi Family, ftz
Walk/Cartpath, ft2
Asphalt, ft2
Offsite Area entering Pond:
Required Surface Area, ft2:
Provided Surface Area, ft2:
Required Storage Volume, ft':
Provided Storage Volume, ft':
Temporary Storage Elevation, FMSL:
Controlling Orifice:
Carolina National @Winding River Phases I and II
SW8 961109
Brunswick County
Mr. David Edwards, Vice President
bluegreen Carolina Land Corporation
PO Box 770
Supply, NC 28462
September 10, 2001
Lockwood Folly River
"SC HQW°
1
7
m
203,861
16 @6,500, and parts of 23
None
None
40,511
None, per Engineer,
7,475
8,000
17,177
18,300
20
1.625" pipe
I

State Stormwater Management Systems
Permit No. SW8 961109
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. The permittee grants permission to DENR Staff to enter the property for the purposes of inspecting the
project for compliance with the conditions of this permit.
4. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature or curb outlet swale
shown on the approved plans as part of the stormwater management system without submitting a revision
to the permit and receiving approval from the Division. Curb outlet swales must be maintained at a
minimum of 100' long, with vigorous grass cover, and 5:1 side slopes.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area. Once the lot transfer is complete, the built -upon area may not be revised without approval
from the permittee, and responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
7. The Director may determine that other revisions to the project should require a modification to the permit.
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.
9. 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.
10. If an Architectural Review Committee (ARC) is required to review plans for compliance with the BUA
limit, the plans reviewed must include sidewalks and driveways. Any approvals given by the ARC do not
relieve the homeowner of the responsibility to maintain compliance with the permitted BUA limit.
11. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility, the attached completed 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.

State Stormwater Management Systems
Permit No. SW8 961109
12. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
13. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the date of
recording the plat, and prior to selling any lots. The recorded copy must be signed by the permittee, dated,
stamped with the deed book number and page, and bear the stamp/signature of the Register of Deeds.
14. 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.
15. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device, swales, catch basins and piping.
g. Access to the outlet structure must be available at all times.
16. The permittee shall keep written records of maintenance activities and make them 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.
17. Prior to the sale of any lot' the deed restriction statements below must be recorded. The built -upon area per
lot must be limited to the amount as shown in Section I, Part 2. The recorded statements for each Tract as
shown on Attachment 1 must follow this form. The blank in statement (a) must be filled in with the
appropriate BUA limit as shown on Attachment 1 and on the approved plans.
a. The maximum built -upon area per lot is , inclusive of that portion of the right-of-way between
the lot line and the edge of pavement. Built -upon area includes, but is not limited to, structures,
pavement, parking areas, concrete, gravel, brick, stone, slate, and coquina, but does not include open
wood decking or the water surface of swimming pools.
b. The covenants pertaining to stormwater regulations may not be changed or deleted without
concurrence of the State.
C. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the State.
d. Lots within CAMA's Area of Environmental Concern may be subject to a reduction in their
allowable built -upon area due to CAMA regulations.
e. All areas within the drainage area of a wet detention pond must be graded to drain into the
appropriate permitted stormwater treatment system. Drainage from outside of the approved drainage
area will require a•permit modification.
18. Unless specified on the approved plans, the seeding requirements for this project shall conform to the latest
edition of the NC Erosion and Sediment Control Planning and Design Manual.

State Stormwater Management Systems
Permit No. S W8 961109
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there
is a name change of the Permittee, a formal permit request form must be submitted to the Division of Water
Quality accompanied by an application fee, 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. Until such time as the transfer is approved by the Division, the permittee is responsible
for maintenance of the approved stormwater management facilities.
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.
The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
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.
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.
6. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
Permit issued this the 30th day of October, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 961109
W

State of North Carolina
Deparhnent of Environment and Natural Resources
Divisimt of water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be phatocupwdfar use as an, original
L ' GENERAL ROORMATION
I. Applicants name (specify the name of the cotpoiadan, individual, etc. who owns the project):
2. Print Owner/Signing Officials name and title (peison legally responsible for hwfty and compliance):
David Edwards, Vice President
3. Marling Address for person listed in item 2 above
Post Office Box 770
CItT
SuPPly State: NC Zip: 28462
Telephone Number. L 910 ) 755-7020
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on
plans, specifications, lelt®, operation and maintenance agreements, etc):
Carolina National @ Winding River, Revised Stormwater Pl n(oyprall)
5. Loatim of Project (street address):
Winding River Plantation
city. Supply Cormty Brunswick
6. Directions to project (from nearest major intersection):
From Supply, NC: take NC 211 approximately 2 75 miles toward Snnthpart,m(-
turn right on Zion Hill gn d
7. latitude: 780 14' 30" Longitude: 33' 58' 00"
8. Contact person who can answer questions about the project
Name: David Edwards Telephone Number. ( 9"
II. PERMIT INFORMATION
. . _
755-7020
1. Specify whether project is (check (ne): New Renewal x Madifimtioa
Modification is due to adding Section Q and Section W (Engineering is to be done
by others than Houston and
Associates, P.A)
Form SW-101 vcgi.m IAQ
Paaw I nf d

It this _
ad"pecinitnumber SW8 961109 and its issue date (if known).
Additional3. Specify the type of project (check ane):
Information an . e. state permitsrcan be obtained by contactingCustomer
I-M-6Z-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stornuvater will be treated Also attach a detailed narrative
(one to two pages) describing stogywater management for the project.
Winding River Plantation utilizes vegetated swales and stormwater ponds for
Stormwater Treatment
Section "Q" utilizes vegetated swales to treat all stormwater.
3. Total Project Area: 1,000.57
ass
S. Haw many drainage areas does the project have? 1
4. Project Built Upon Area 22.8 %
6. Complfe the following information for each drainage area. If there are mare than two drainage areas in the
project, attach an additional sheet with the infocmation for each area provided in the same format as below.
bnperviaus arm is dgbwd as the bmlt upon am inchldmg, but not lvnitad to, buddings, roods, Doing ow
sidemalb, gnmel arms, etc.
F. court-tm u ..;..,, ,i ao a.- I M* A

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
.. .
L The foAombrg mmrants are n*wdei to ensure ongoing wmphw= unth state stmmwate manaSancrt permit
manbr, SW8 961109 as issued by the Duns urt of Water Quality. These crotemrrtI may
not be damget or deh ted ari.01 r the =tent of the State.
* See data table on overall Plan Sheet 1 of 1
2 No more than. * square feet of any lot shall be raoered by structures or imperaious matvid&
Impe zoo materials wdz de asps U g=rl, mnaete, brit$ stone, slate or similar material but do not hmhak mood
dwtmg or the meter maf= of swanning pools..
3 Stada shaII not be)Wed lled as piped; or atteed esrzpt as mxrssary to pmoide drmesmy aoMags.
i
�a c rr.n ,.• . I . ..� • � rro • r.
V. SUPPLEMENT FORMS
m. n,...<
Fame SWU-102
Wet De4amon Besm Supplement
Fame SWU-103
InSltmtirm Beffi Suppiesnent
Fame SWU-104
Low Damty$upplemeni
Fort SWU-105
Curb Outiet System Supplement
Farm SWU-106
Off -Side System Supplement
Fame SWU-107
Underground l EUxationn Tsancit Supplement
Fotm SWU-108
Neese River Baffin Supplement
Fort SWU-109
Innovative Best Management Practice Supplement
Fam SWU-101 Version 3.99 Pam 3 of 4

VL SURWITAL RFQUIRMdEN'IS.
Only complete application, packages will be accepted and reviewed by the Division of water Quality p7WQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
1. Please in that youhavepwvided thefriflowingrequire&mforazatim by =baling
Irritiab
Original
One Y• . • I theapphable
Supplement11.11 •I Me1 N/A Previous sU)mit
.\� 11 r.. r\.•"ni \1 1 YDE •
• YI •'95
of 1 . 1 n FYI. ✓. . n 1 '
D' +1 Y
RevisionLeSMd
North arrow
number
Mean high Wab= fine
- Original cm*xm pwposed�, spot elevations,firushed3 • • 1 elevations
- Ems" drainage (mdudmg off-ste), drainage easements, pipe sues, nmoff akulabans
- Drainage areas deHneated
- Wetlands delineated, or a ncft an pion diat none e;Lq
- Vegetated buffoers (where required)
VII. AGENT AUTHOREEA1ION
Designated agent (individual or firm): Houston and Associates, P.A.
Mailing Address: Post Office Box 627
car Shallotte State NC Zap_ 28459
pbjune (__910 .754-6324 Fax( ' 910 1 754-2121
VIIL APPLICANTS cERTinCATION
David Edwards, VicePresident
Dam Q-3)-0(
FMMSWU-101 Ve[san3.99 Pan 4of4

Entity Names hnp://www.secretary.state.nc.us/Corporations/Corp.asp?5063520
Corporations
Date: 10/30/2001
Document Filings
Corporation Names
Name
Name Type
BLUEGREEN CAROLINA LAND, INC.
Legal
PATTEN CAROLINA LAND, INC.
Prev Legal
Business Corporation Information
SOSID: 0348283
Status: Withdrawn
Date Formed: 7/8/1994
Citizenship: Foreign
State of Inc.: DE
Duration: Perpetual
Registered Agent
Principal Office No Address Listed
Agent Name: The Prentice -Hall Corporation
Address:
System, Inc.
Principal Mailing 2105 Capitol Drive #100
Registered Office 327 Hillsborough Street
Address: Wilmington NC 28405
Address: Raleigh NC 27603
Registered Mailing 327 Hillsborough Street
Address: Raleigh NC 27603
1 of 1 10/30/2001 11:20 AMM

HOUSTON and ASSOCIATES, P.A. EoRb'ffice
I`�Consulting EngineersSHALLOTTE, NORTH CAROLINA 28459 1® 2001
Telephone[phone] l OM,Facsimile [phone] B
7tiesday, September 4, 2001
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Carolina National @ Winding River Plantation; Overall SW Plan
Brunswick County, North Carolina
Update of Overall SW Plan; SW8 961109
Dear Ms. Lewis:
On behalf of bluegreen, Carolina Land Corporation, we are pleased to
submit for your review and approval two sets of the revised Overall Stormwater
Master Plan with the new BUA totals, current through Section 'Q' Townhomes,
and the best information we have on Section 'H'. This submittal is in response
to your fax dated March 15, 2001 and our meeting August 22, 2001.
The overall stormwater plan and data tables have been updated to reflect
the addition of Section 'Q', and the addition of Section 'H' (to be engineered by
others).
We apologize for the delayed response. We appreciate your attention in
this matter. Should you have any comments or require any additional
information, please do not hesitate to contact our office at your convenience.
Sincerely,
T. son C ark, E.I.
uston and Associates, P.A.
Enclosures
pc: File; 00-0180 (C. L. Construction - Section 'Q' Townhomes)

P. 1
* COMMUNICATION RESULT REPORT ( MAY. 9.2001 2:36PM
/ TTI
FILE MODE OPTION
817 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER,
ADDRESS (GROUP)
9-7930599
RESULT
OK
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
North Carolina
Department of )Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: May 9, 2001
To: John Klein, P.E.
Company: Wrightsville Engineering Services
FAX #: [phone]
DWQ Stormwater Project Number: SW8 961109
Project Name: Tract H, Winding River Plantation
MESSAGE:
Dear John:
WIRO
PAGE
P. 1/1
NCDENR
EM/IRONMENT ANO NATUnAL RESOURCES
From: Linda Lewis 1AY
Water Quality Section -
FAX # [phone]
Phone # [phone]
Based on how the proposed impervious is scattered around the site, and that Tract H is located away from the water,
J can say that low density is a possibility. In order to permit as low density, you will need complete grading plans
which show the sheet flow and swale drainage, and which demonstrate that no points of concentrated discharge are

North Carolina
Department of Environment and Natural Resources
0.53A
AdDivision of Water Quality v�
Wilmington Regional Office
Michael F. Easley, Governor NCDEiTR
William G. Ross,.lr., Secretary NORTH CAROLINA DEPARTMENT OF
FAX�! `' ENVIRONMENT AND NATURAL RESOURCES
PAX COVER SHEET
Date: May 9, 2001 No. of Pages: I
To: John Klein, P.E. From: Linda Lewis
Company: Wrightsville Engineering Services Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater project Number: SW8 961109
Project Name: Tract H, Winding River plantation
MESSAGE:
Dear John:
Based on how the proposed impervious is scattered around the site, and that Tract H is located away from the water,
I can say that low density is a possibility. In order to permit as low density, you will need complete grading plans
which show the sheet flow and swale drainage, and which demonstrate that no points ofconcentrated discharge are
being created.
S:\WQS\STORM WA"I'\ADDINPO\961 109.MAY
127 Cardinal Ur. Ext., Wilmington, North Carolina 28405 'Telephone [phone] FAX [phone]
An F,qual Opportunity Affirmative Action Employer 50% recycled/10 % post -consumer paper

Wrightsville Engineering Services
April 23, 2001 File No.: 21006110
\
Ms. Linda Lewis
NCDENR, Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Winding River Plantation, Brunswick County
SW Permit No.: SW8 961109
Dear Ms. Lewis:
We have been asked to provide design services for Tract "H" within the Winding
River Plantation project area. We have reviewed the files on -hand within the
DWQ office and would like confirmation on a stormwater issue. It is our
understanding that the entire project area, as depicted in the overall master plan,
is as a low -density project. As such, interior pockets of high density, such as
Tract "H", can occur within the confines of the larger overall tract providing low -
density design features are adhered to (i.e. no piped collection system).
Currently, Tract "H" is listed on the master plan as 2.83 acres with an allowable
built -upon area (BUA) of 2.7 acres.
It would appear that, based on the findings, that a storn water pond or other high
density -type feature will not be required for the design providing the design does
not exceed the allowable BUA and low -density features are incorporated.
We ask that a confirmation memo be forwarded regarding the above issues in
order to proceed with the project. As our client hopes to close on the property
shortly, a timely response would be greatly appreciated.
Sincerely.
WRIGHTSVIL.LE ENGINEERING SERVICES
'36HN K. KLEIN, PE
RECEIVED
Cc: Mr. Steve Leger, Leger Construction, Inc.
APR 2 3 2001
DWQ
PROJ #110�
3410 Wrightsville Avenue Wilmington, North Carolina 28403 910. 799, 7967 fax 910, 793.0599

* * * COMMUNICATION RESULT REPORT ( RPR.27.2001 4:02PM ) * * *
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North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: April 27, 2001
To: John Klein, P.E.
Company: Wrightsville Engineering Services
FAX #: [phone]
DWQ Stormwater Project Number: SWS 961109
Project Name: Parcel H Winding River Plantation
MESSAGE:
1� .
NCDENR
ENVIRONMENT AND NATURAL RESOURCES
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone # [phone]
Dear John:
The intent of the permit is to maintain low density on an overall basis. Single family areas need not provide
engineered controls, while interior pockets of high density development must utilize engineered systems. It iss

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: April 27, 2001
To: John Klein, P.E.
Company: Wrightsville Engineering Services
FAX #: [phone]
DWQ Stormwater Project Number: SW8 961109
Project Names Parcel 1-1 Winding River Plantation
MESSAGE:
Dear John:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
No. of Pages: I
From: Linda Lewis
Water Quality Section - Stormwater
FAX # [phone]
Phone [phone]
The intent of the permit is to maintain low density on an overall basis. Single family areas need not provide
engineered controls, while interior pockets of high density development must utilize engineered systems. It is
possible that some interior development can meet low density requirements by providing sheet flow over 30' wide
grassed areas, by spreading out the 13UA on the tract, and not having a collection system. The location of the tract
is also a determining factor. For example, if it was adjacent the water, we would certainly require an engineered
system.
The best thing to do is to send a sketch plan in and let us review it.
S:\ WQS\ST'ORM WA"I\ADDINFO\961 109.APR
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50'Y recycled/10% post -consumer paper

Stormwater and Erosion Control Calculations
for
" finding River Plantation
Section Q
Prepared By
Moma4on affi(a Y1t?@ao RL.
CONSULTING ENGINEERS
Shallotte, North Carolina
February 2001

Attachment 1
WINDING RIVER
SECTION Q
Drainage Basin Data
2/5/01
Prepared By: TJC .
Checked By: 8PIL- .
BASIN
I.D.
ROADWAY ._
IMPERVIOUS AREA
BUILDINGS SIDEWALK
POOL/TENNIS
TOTAL
AREA
TOTAL
IMPERVIOUS
WEIGHTED
"C"
AC
AC
AC
AC
AC
AC
A
0.037
0.000
0.007
0.000
0.100
0.044
0.53
B
0.068
0.000
0.013
0.000
0.220
0.081
0.48
C
0.070
0.000
0.023
0.000
0.280
0.093
0.45
D
0.072
0.054
0.013
0.000
0.350
0.139
0.50
E
0.010
0.085
0.000
0.000
0.200
0.095
0.56
F
0.045
0.116
0.009
0.000
0.320
0.170
0.60
G
0.041
0.112
0.006
0.000
0.330
0.159
0.56
H
0.038
0.054
0.003
0.000
0.270
0.095
0.46
t
0.017
0.050
0.000
0.000
0.200
0.067
0.45
J
0.036
0.120
0.006
0.000
0.330
0.162
0.57
K
0.060
0.050
0.006
0.000
0.240
0.116
0.56
Total:
0.494
0.641
0.085
0.000
2.840
1.220
* ONLY BASINS A,B, AND C UTILIZE STORM DRAINS FOR DRAINAGE TO A VEGETATED SWALE
" AREAS FOR DRIVEWAYS ARE INCLUDED IN THE ROADWAY AREA
AREAS COVERED BY STEPS AND DECKS ARE INCLUDED IN THE SIDEWALK AREA
Project Built Upon Area: 43.0 %

WINDING RIVER
SECTION Q
Storm Drainage Flowrate Calculations
2/5/01
Prepared By: TJC .
Checked By: ULI .
Storm Drain/
Contributing
Drainage
Impervious
Weighted
Length
Slope
•T,
I10
010
Swale I.D.
Area
Area
Area
"C"
ac.
ac.
ft
ft/ft
min.
In/hr
cis
SD1
A
0.10
0.04
0.53
94
0.0053
0.97
7.0
0.37
SD2
A,B
0.32
0.125
0.49
90
0.0055
0.92
7.0
1.10
SD3
C
0.28
0.093
0.45
64
0.0046
0.76
7.0
0.818
SW1
D
0.35
0.14
0.50
80
0.003
1.07
7.0
1.22
SW2
E
0.2
0.10
0.56
60
0.003
0.85
7.0
0.78
SW3
F
0.32
0.17
0.60
65
0.003
0.91
7.0
1.34
SW4
A,B,G
0.65
0.28
0.53
100
0.027
0.54
7.0
2.40
SW5
H
0.27
0.09
0.46
80
0.003
1.07
7.0
0.88
SW6
1
0.2
0.07
0.45
80
0.003
1.07
7.0
0.63
SW7
C,J
0.61
0.25
0.51
100
0.01
0.80
7.0
2.19
SW8
K
0.24
0.12
0.56
70
0.003
0.96
7.0
0.94
'Tc multiplied by 0.5 for flow over asphalt.

BASIN
I.D.
Flowrate
A
0.37
B
0.73
C
0.88
WINDING RIVER
SECTION Q
Grate Inlets
2/5/01
Inlet Grate Hydrology & Hydraulics
Check most critical catch basin. Inlet grate sized for most
critical basin will be suitable for all basins.
Most Critical Basin = Area C
10-Yr Flowrate: 0.88 cfs
Minimum Perimeter grate with head limited to 0.6 feet:
P = Q / (C'H)A1.5 where C=2.5
Perimiter: 0.5 Feet
Minimum Open area of grate with head limited to 0.6 feet:
A = Q / C'(2'g'H)A0.5 where C=0.6
Open Area: 0'.2 SF

WINDING RIVER
SECTION Q
Culvert Hydraulics
2/2/01
SD1
HEADWATER ELEVATION CALCULATIONS
FLOWRATE =
MANNINGS n =
DIA. FOR CULVERT PIPE _
DIA FOR RISER =
LENGTH OF CULVERT PIPE =
INV. IN ELEV. OF CULVERT =
INV. OUT ELEV. OF CULVERT =
INLET COEF. FOR CULV. PIPE FLOW =
INLET COEF. FOR CULVERT INLET CONTROL
RISER WEIR ELEVATION =
WEIR FLOW COEF. =
TAILWATER ELEVATION =
0.30 FPS
SD2
HEADWATER ELEVATION CALCULATIONS
DIA. FOR CULVERT PIPE
INV-m
DIA. FOR RISER
NCHM
LENGTH OF CULVERT PIPE
FEET
INV. IN ELEV. OF
a FEET
OUT ELEV. OF CULVERT
FEET
COEF.INV.
INLET •' CULV. PIP•
'
• ••
Nip`" S5'"`
17 •..1�
1 • r i�
Prepared By: TJC .
Checked By. Q1,
HEADWATER ELEVATION ASSUMING INLET
HEAD = 0.004
HEADWATER ELEVATION = 18.13
HEADWATER ELEVATION'ASSUMING PIPE FLOW
HEAD = 0.005
HEADWATER ELEVATION = 17.50
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #DIV/0!
HEADWATER ELEVATION= #DIV/01
i
HEADWATER ELEVATION ASSUMING INLET
HEAD = 0.03
HEADWATER ELEVATION = 17.66
HEADWATER ELEVATION ASSUMING PIPE ROW
HEAD = 0.04
HEADWATER ELEVATION = " 18.17
HEADWATER ELEVATION ASSUMING WEIR ROW
HEAD = #DIV/01
HEADWATER ELEVATION= #DIV/01

WINDING RIVER
SECTION O
Culvert Hydraulics
2/2101
ELEVATION CALCULATIONS
WHAI t=
ININGS n =
FOR CULVERT PIPE _
FOR RISER =
G I H OF CULVERT PIPE =
IN ELEV. OF CULVERT =
OUT ELEV. OF CULVERT =
T COEF. FOR CULV. PIPE FLOW =
T COEF. FOR CULVERT INLET COI
'R WEIR ELEVATION =
a FLOW COEF. =
WATER ELEVATION =
No Head because the flow is so small.
Prepared By. J
cneoled ey:
HEADWATER ELEVATION ASSUMING INLET
INCHES
INCHES HEAD = 0.02
FEET HEADWATER ELEVATION = 14.15
HEADWATER ELEVATION ASSUMING PIPE FLOW
FEET HEAD= 0.02
HEADWATER ELEVATION = 13.52
HEADWATER ELEVATION ASSUMING WEIR FLOW
HEAD = #D I V/0!
HEADWATER ELEVATION= #DIV/0!

WINDING RIVER
SECTION Q
Storm Drainage Inverts
1/31/01
Prepared By:��lTJC .
Checked By: 161 .
Storm Drain
Length
Inv. In
Inv. Out
Grate Elev.
Culvert Diam.
I.D.
Feet)
(msl)
(msI)
at Inv. In
Inches
SD1
94
17.50
17.00
21.50
15
SD2
90
17.00
16.50
21.50
15
SD3
64
13.50
13.20
15.50
15

WINDING RIVER
SECTION O
Rip Rap Protection
1131/01
Riu-Rap Outlet
Protection
Outlet Pipe
Outlet Pipe
010
Is Rip -Rap
d50
Le
313o
W
dmax
Apron
I.D.
Size Do
Required?
Thickness
Inches
cis
ft
ft
ft
ft
ft
ft
SD2
15
1.10
no
0.2
8
3.75
9.25
0.3
0.45
SD3
15
0.68
no
0.2
8
3.75
9.25
0.3
0,45
" Rip - Rap will be used to minfmlze any erosion, even though It Isn't required
` Tallwater < .51)o, Figure 8.06a used to size rip -rap
3Do I slow
a
LA
LYN

WINDING RIVER
SECTION 0
Swale Calculations
2/5/01
Prepared By: MTJ�C�.
Checked By: yV .
Swale
I.D.
Upstream
Pie
010
DRAINAGENEGETATED SWALES
Required Side Swale
Surface Area Sloe Length
Swale
Sloe
Velocity
Channel
Depth
cfs
H:V
ft
ft/ft
(fps)
ft
SW1
1.22
531
80
0.063
1.96
13
SW2
0.78
340
60
0.083
1.94
0.1
SW3
1.34
584
-
65
0.062
1.99
0.13
SW4
SD2
2.4
-
5
100
0.027
2.81
0.41
SW5
0.88
383
80
0.063
1.80
0.11
SW6
0.63
274
- -
80
0.037
1.36
0.11
SW7
SD3
2.19
-
5
100
0.010
1.89
0.48
SWB
0.94
409
70
0.029
1.39
0.13
'*' SWALES 1-3, 5, 6,and 8 are concentrated flows with temporary sediment traps for erosion control during development.
These swales are grassed swales that have varying side slopes which correspond to the finished grade.
SWALES 4, 7 are permanent stormwater swales and are the required 100 feet in length.
Side slopes are 5:1.
* * * The required surface areas given correspond to Sediment Traps with effiency of 75%

Swale Data Table
Swale I.D.
Side Length
Slope
Slope
H:V FT
FT/FT
SW1
80
0.0625
SW2
60
0.0833
SW3
- 65
0.062
SW4
5 100
0.027
SW5
- 80
0.0625
SW6
- 80
0.037
SW7
5 100
0.01
SW8
- 70
0.029

WINDING RIVER
SECTION 0
Check/Rock Dam Cates
Sediment Traps
2/5/01
Swale I.D.
Area of
Disturbance
ACper
Volume of I
Sediment Storage
Acre
Volume of
Storage Required
(CF)
Check Dam
Height
(FT
Storage
Provided per
Linear Ft
Required
Swale Length
FT
Swale Length
Provided
FT
Sediment Trap
Surface Area
SF
Upstream
Inlet
Protection
Erosion Control Measures
Rip -Rap Outlet Non -Erosive
Protection Velocities
SW1
0.35
1800
630
-
-
-
-
525
NO
NO
YES
SW2
0.20
1800
_ 360
-
-
-
-
300
ND
ND
YES
SINS
0.32
1800
576
-
-
-
-
480
NO
ND
YES
SW4
0.65
1800
1170
_
2
20
58.6
100
-
YES
YES
YES
SW5
0.27
1800
486
-
-
-
-
405
NO
NO
YES
SW6
0.2
1800
360
-
-
-
-
300
NO
NO
YES
SW7
0.61
1800
1098
2
20
54.9
100
-
YES
YES
YES
SWB
0.24
1800
432
-
-
-
-
360
ND
NO
YES
2.84
••' SWALES 1-3, 5, 6,and 8 are concentrated flows with sediment traps for erosion control during development.
These males are grassed males that have varying side slopes which correspond to the finished grade.
•'• SWALES 4, 7 are permanent stormwater males and are the required 100 feet In length.
Side slopes are 5:1. .

SEDIMENTTRAPS
Winding River
Section 0
Sediment Traps
2/7/01
Swale I.D.
Area of
Disturbance
(AC)
010
(cfs)
Volume of Volume of
Sediment Storage Storage Required
per Acre (CF)
Max Pool
Depth
(Ft)
Required 75%
Surface Area
(SF)
Surface Area
Provided
(SF)
Volume of
Storage Providec
(CF)
SW1
0.35
1.22
1800
630
3
531
550
660
SW2
0.2
0.78
1800
360
3
340
400
480
SW3
0.32
1.34
1800
576
3
584
600
720
SW5
0.27
0.88
1800
486
3
383
400
480
SW6
0.2
0.63
1800
360
3
274
300
360
SW8
0.24
0.94
1800
432
3
409
450
540
Swale I.D.
Surface Area
Provided
SF
Length
FT
Width
FT
SW1
550
11
50
SW2
400
10
40
SW3
600
12
50
SW5
400
10
40
SW6
300
10
30
SW8
450
18
25

'V 't
i
I
t,
OPLAND
404
I - `
404 J p _._. / �- o F -s 1 11
/v
c r• 404
404
-s...0000doz
�
Jj
40
40�

HOUSTON and ASSOCIATES,(-P- .A. - .--_
Consulting Engineers I
SHALLOTTE, NORTH CAROLINA 28459 F F R 13 [. a l
Telephone [phone]
Facsimile [phone]
117 Pine Street
Office Box 627
Friday, January 26, 2001 M°P
Ms. Linda Lewis, Environmental Engineer
Division of Water Quality �j �� fie/
NC Department of Environment and Natural Resources \ kQe co h�
127 Cardinal Drive Extension S
Wilmington, North Carolina 28405Q��
Subject: Winding River Plantation `J(�
,t7as qzn IL&�,Yqt
Brunswick County, North Carolina
Modification of Stormwater Plan for Approval
Dear Ms. Lewis:
On behalf of bluegreen, Carolina Land Corporation, we are pleased to
submit for your review and approval two copies each of the Stormwater Plans,
the hydrologic and hydraulic calculations and the executed Permit Application
forms for the modification of SW 961109.
The modification is for the development of Section 'Q' Townhomes. The
overall stormwater plan and data tables have been updated to reflect the
addition of Section 'Q'.
The proposed project falls within the overall low density guidelines.
Enclosed is a check in the amount of $420.00 to cover the required low density
application fee.
We appreciate your attention in this matter. Should you have any
comments or require any additional information, please do not hesitate to
contact our office at your convenience.
Sincerely
on
Enclosures
and Associates, P.A.
pc: Mr. David Edwards, Winding River Plantation
Mr. Cameron Smith, C. L. Smith Construction
File; 00-0180 ( C. L. Construction - Section 'Q' Townhomes )

* * * COMMUNICATION RESULT REPORT ( JRN.24.2001 11:10AM )
P. 1
FILE MODE
675 MEMORY TX
OPTION
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
B-9107542121
TTI NCDENR-WIRO
RESULT PAGE`,-,
---------------------
OK P. 1/1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Division of Water Quality
Wilmington Regional Office
Date: January 22, 2001
To: Mr. Jason Clark
Company: Houston and Associates
FAX #: [phone]
NCDENR-
NORTH CARo1.INA DepAsTmzNr of,
EN�RONMENT AND NArwnA ResouRer:s
FAX COVER SHEET
No. of Pages. 1
From: Linda Lewis
Water Quality Section Stormwater
# 9 1+AX-10-350--20U4
Phone # [phone]
DWQ Stormwater Project Number: SW8 961109 and 000502
Project Name: Winding River Master Plan and Sections S-1 and S-2
MESSAGE: Please read carefully.
Dear Jason;
There appears to be a lot of confusion concerning how and what to submit for this very large and complex project,
The Division has already permitted a Master Plan, SW8 961109, Under that Master Plan various control measures
for developed tracts, parcels and sections were shown and approved. Additionally, the undeveloped parcels and
tracts were identified and assigned a maximum built -upon area based on the type of development, So far so good.
The confusion comes about when the built -upon area assigned to a parcel or tract is changed from what was
approved under the Master Plan.

r
l
North Carolina
Department of Environment and Natural Resources
Michael F. Easley, Governor
William G. Ross, Jr., Secretary NCDENR
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
Wilmington Regional Office ENVIRONMENT AND NATURAL RESOURCES
FAX COvrR SHEET
Date: January 22, 2001 No. of Pages: 1
To: Mr. Jason Clark From: Linda Lewis
Company: Houston and Associates Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 961109 and 000502
Project Name: Winding River Master Plan and Sections S-1 and S-2
MESSAGE: Please read carefully.
Dear Jason:
There appears to be a lot of confusion concerning how and what to submit for this very large and complex project.
The Division has already permitted a Master Plan, SW8 961109. Under that Master Plan various control measures
For developed tracts, parcels and sections were shown and approved. Additionally, the undeveloped parcels and
tracts were identified and assigned a maximum built -upon area based on the type of development. So far so good.
The confusion comes about when the built -upon area assigned to a parcel or tract is changed from what was
approved under the Master Plan.
In cases where the proposed built -upon area that was originally assigned by the Master Plan increases or decreases,
Please submit TWO complete but separate application packages - one for the Master Plan only and one for the
individual tract, section orparcel that causes the modification. The two applications will be handled under ONE fee.
The modified tract, section or parcel will be assigned a separate project number for tracking purposes, and issued
a separate permit. At the same time, the modification to the Master Plan permit will be reissued under the original
permit number. Substantial increases in 13UA adjacent sensitive waters may or may not be approved.
In cases where the permitted built -upon area for an undeveloped tract, section or parcel will NOT be modified from
what was approved under the Master Plan, you need only submit a set of grading and dimension plans for that tract,
section or parcel and a cover letter. The cover letter should reference the Slate's Master Plan Permit Number and
provide a comparison of the approved and proposed 13UA which should be less than or equal to the original 13UA
permitted under the Master Plan. In these cases, THI-RE' IS NO FEE' OR APPLICATION REQUIRE']). The
Division will verify the grading and total built -upon area and issue a short letter indicating that the plans are
acceptable and that the owner trust add the stamped set of approved plans to the approval set.
A modification to the Master Plan was received on August 16, 2000, to accommodate Sections S-1 and S-2. On
September 19, 2000, I requested via facsimile, that an offsite supplement be completed and submitted forthe portion
of Section S-1 that was draining to one of the ponds approved under SW8 990201 (Phase III of Winding River).
To date, the supplement has not been received. The application to reduce the 13UA for Section Q will be assigned
a different project number and the Master Plan permit will be reissued at the same time, however, I also need to have
a completed application for the Master Plan only and two sets of revised Master plans. NO ADDITIONAL Pf:E' IS
REQUIRED. The Master Plan modification will be handled under the fee already submitted for Section Q.
S:\WQS\S'1'OIZMWA"f\ADDINF0\961109 and 000502..IAN
I
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50 % recycled/10 % post -consumer paper

P. 1
,- , * * * COMMUNICATION RESULT REPORT ( SEP.20.2000 10:29AM ) * * *
F ' _T_TT N('D
FILE MODE OPTION
------------
156 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
B-9107542121
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
.Tames B. Hunt, Governor
FAX COVER SHEET
Date: September 20, 2000
To: Jay Houston, P.E.
Company: Houston and Associates
FAX #: [phone]
DWQ Stormwater Project #SW8 961109 MOD
Project Name: Winding River Master Plan
MESSAGE:
WIRO
PAGE
P. 1/1
Bill Holman, Secretary
NSaQua
ages: 1
Finda Lewis
Wlity Sec ' Stormwater
F10-350-2004
Phone #: [phone]
The number of lots listed under Section T-2 is 43, but when you count the lots on the map, it is 56,
Please check and revise the plans and application BUA as needed
Page 3 of the application lists only the 8,000 ftx lot BUA. Please include the 5,000 fY' as well, or
reference the BUA table attaclunent.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
JamesB. Flunt, Governor
FAX COVER SHEET
Date: September 20, 2000
To: Jay Houston, P.E.
Company: Houston and Associates
FAX #: [phone]
DWQ Stormwater Project #SW8 961109 MOD
Project Name: Winding River Master Plan
MESSAGE:
Bill Holman, Secretary
No. of Pages: 1
From: Linda Lewis
Water Quality Section - Stormwater
FAX #: [phone]
Phone #: [phone]
The number of lots listed under Section T-2 is 43, but when you count the lots on the map, it is 56.
Please check and revise the plans and application BUA as needed
Page 3 of the application lists only the 8,000 ft2 lot BUA. Please include the 5,000 ft' as well, or
reference the BUA table attachment.
S:\WQS\S"1'0RM WA'F\ADDINAO\961109.SEP
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

WINDING RIVER
Plantation
VIA FEDERAL EXPRESS
July 28, 2000
Ms. Linda Lewis
NCDEHNR
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Re: Winding River Plantation
Compliance Inspection
Dear Ms. Lewis:
JUL 3 1 2000
gLOI10 (
Per your correspondence dated .tune 30, 2000, enclosed please find a copy of the recorded
Declaration of Covenants, Conditions and Restrictions for Winding River Plantation.
At this time, the state can access all areas of the subdivision by using the pin number
*521 1. 1 f this should be changed, this office will notify the state of the new pin number.
If you have any questions, please do not hesitate to give me a call.
Sincerely,
e 11 Glenn
din Assistant
ig
Enclosure
cc: .lay Houston
P.O. Box 770 • Supply, NC 28452 • Phone[phone] • Fax [phone]
A Bl /uegreen Golf Community

State. of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
.lames B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
June 10, 2000
Mr. David Dickey. Vice -President
bluegreen Corporation
3973-A Market Srreet
NC 28403
Subject: COMPLIANCE INSPECTION
Winding River
Stormwater Project No. SW8 961 109
Brunswick County
Dear Mr. Dickey:
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
,tune 26, 2000 to determine compliance with Stormwater Permit Number SW8 961109 issued on April 15, 1995.
A summary of the findings and comments are noted under Section 6 oftherreport. Please inform this
Office in writing before July 30, 2000 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
en force inent.action. If you have any questions please contact me at the Wilmingio;t Regional Office, telephone
number (91 Oj 395-3900.
Sincerely,
Linda Lewis
Environmental Envineer
h.SS/-!rl: 109.MAY
cc: Jav Houston, Y.E.
File- Wilmington Regional Office
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone]i, FAX [phone]
An Equal Opportuniry Affirmative Action Employer 50% recycledl WA pose -consumer paper

STORMWATLR COMPLIANCE INSPECTION REPORT
1. Project Narne: Winding River
Project Number: SW8 961109 Control Measure: 25% low density with curb outlet
swales and wet detention ponds for high density areas.
Water Body: Lockwoods Folly River Classification: SC 1-1QW
Directions to site, address: From Hwy 21 1 from Southport, turn left onto Zion Hill Road (NCSR
1114). Subdivision is located on both sides of Zion Hill and Goley Hewett
Road (NCSR 1251).
' Insnection Date:lane 26 2000
Weather Conditions: Sunny and hot
3 Compliance Issues:
a. A copy of the recorded deed restrictions for the single family lcw density portions of the
subdivision have not been submitted.
b. Access to portions of the subdivision is limited by gates, which require a card to open.
Required Actions:
a. Please submit a copy of the recorded deed restrictions.
b. Please provide information on how the State can access all areas of the subdivision. While
scheduled inspections would be nice, it is not always possible to let you know we're coming.
Inspector: Linda Lewis' V�` �✓
Water Quality/Wilmington Regional Office/[phone]
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