SW8970936_HISTORICAL FILE_20070130

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ot 10`13e
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 G o-I O 13 0
YYYYMMDD

n
w
Michael 17. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.H. Director
Division of Water Quality
January 30, 2007
J. Mark Caldwell, Member/Manager
Clearwater Capital, LLC
PO Box 10272
McLean, VA 22102
Subject: Stormwater Permit No. SW8 970936 Mod.
Clear Water Place at Winding River
High Density Project
Brunswick County
Dear Mr. Caldwell:
The Wilmin.9ton Regional Office received a complete, modified Stormwater Management
Permit Application for Clear Water Place at Winding River 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 970936 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].
Sinceretr
""D���
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWATER\PERMIT\970936.jan07
cc: C. Lawrence Sneeden, Jr., P.E., ESP Associates
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files N� hCa olina
,Anturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: wwMv.ncwateraualitv.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110 % Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 970936 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
I.I[r]C11110=Iill 6111VAQZk9=I116];J �d21.111
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
J. Mark Caldwell & Clearwater Capital, LLC
Clear Water Place @Winding River Plantation
Goley Hewett Road, Bolivia, Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond 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
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 in Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 237,576 square feet of
impervious area.
3. 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 within Phase I onsite is 882 ft .
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 970936 Modification
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, 9cres:
10.05
Onsite, ft :
198,180
Offsite, ft2:
239,702
SW8 990453
67,082
Phase II Future:
172,620
b.
Total Impervious Surfaces, ft2:
237,576
Phase I onsite, ft -
96,000
Phase II offsite, ft2:
101,576
SW8 990453 offsite, ft2:
40,000
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
6.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMS�:
20.0
9.
Permanent Pool Surface Areq, ft :
14,130
h.
Permitted Storage Volume, ft :
23,910
i.
Temporary Storage Elevation, FMSL:
21.47
j.
Controlling Orifice:
2.0"0 pipe
k.
Permitted Forebay Volume, ft3:
8,650
I.
Max. Fountain Horsepower:
1/6
I.
Receiving Stream/River Basin:
Lockwoods Folly
M.
Stream Index Number:
15-25-1-(11)
n.
Classification of Water Body:
"SC HQW"
II. SCHEDULE OF COMPLIANCE
River / LBR59
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. 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 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.
g. 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 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 970936 Modification
6. 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.
7. 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.
8. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any 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.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. 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.
13. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 970936 Modification
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.
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 in writing of any name, ownership or
mailing address changes within 30 days.
Permit issued this the 30th day of January 2007.
NORTH, AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

ESP #UC10.400
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Clearwater CaDltal. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
J. Mark Caldwell, manager/member i
3. Mailing Address for person listed in item 2 above:
P.O. Box 10272
City: McLean State: VA Zip: 22102
Telephone Number: ( 't?)3 ) r732-33/ 1
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Clear Water Place @ Winding River Plantation
5. Location of Project (street address):
Golev Hewett Hill Road (SR 1251
City:
6. Directions to project (from nearest major intersection):
7. Latitude: N330 58' 45"
County: Brunswick
17 and NC 211 to SR 1112. then aoorox. 1.5
Longitude: W780 14' 26"
8. Contact person who can answer questions about the project:
Name: C. Lawrence Sneeden, Jr., P.E. Telephone Number:
11. PERMIT INFORMATION
I . Specify whether project is (check one): New Renewal
Form SWU-101 Version 3.99 Page 1 of 4
of project
313-6648
X Modification

1
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 970936 And its issue date (if known) January 13, 1998
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 Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
I-877-623-6748.
III. PROJECT INFORMATION
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.
wet detention basin
2. Stormwater runoff from this project drains to the
Cape Fear
River Basin.
3. Total Project Area: 8.85 ac.
4. Project Built Upon Area:
62 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
<�Ffsrfe g909.53 C>Fis,l2,Fuhtr2
Basin Iuformatimi
Phase I .
Clubhouse
Phase II
Receiving Stream Name
Lockwoods Folly River
Lockwoods Folly River
Lockwoods Folly River
Receiving Stream Class
SC
SC
SC
Drainage Area
198,180 sf /4.55 ac.
67,082 sf/1.54 ac.
172,620 sf / 3.96 ac
Existing Impervious * Area
95,118 sf / 2.18 ac.
16,128 sf/0.37 ac.
0
Proposed Impervious* Area
882 sf / 0.02 ac.
23,310 sf/0.54 ac.
101,576 sf 12.33 ac.
% Impervious* Area (total)
48%
59%
59%
Im"eivious* Suirface Area"
' Phase I
Qlubhouse
Pliase',11
On -site Buildings
43,218 sf 10.99 ac.
0
71,764 sf 11.64 ac.
On -site Streets
0
0
21,777 sf / 0.50 ac.
On -site Parking
42,200 sf 10.97 ac.
34,785 sf/0.80 ac.
8,035 sf / 0.18 ac.
On -site Sidewalks
7,900 sf / 0.18 ac.
4,653 sf / 0.11 ac.
0
Other on -site mailbox area
1,800 sf 10.04 ac.
0
0
Future
882 sf / 0.02 ac.
562 sf 10.01 ac.
0
Total: 96,000 sf /2.2 ac
Total: 40,OOOsf/0.92 ac
Total: 101,576 sf /2.33 ac
* Impervious area is defined as the built upon area including, but not limited to,
buildings, roads, parking areas sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

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

VI: SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form GY S
• One copy of the applicable supplemer#t form(s) for each BMP CGS
Permit application processing fee of S420(payable to NCDENR) GAS
Detailed narrative description of stormwater treatment / management C�5
• Two copies of plans and specifications, including: GCS
- 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
- 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)
VI1. 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)
C. Lawrence Sneeden, Jr., P.E.
ESP Associates, P.A.
Mailing Address: 2120-B Capital Drive
City: Wilmington State: NC
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
Zip: 28405
1, (print or type name of person listed in General Information, item 2) J. Mark Caldwell
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective coven is will be recorded, and that the proposed project complies with the requirements of 15A NCAC
2 H.1000.
Signature: Date: ? ( 7
Form SWU-101 Version 3.99 Page 4 of 4

RE: SW8 970936 Clear Water Place
Subject: RE: SW8 970936 Clear Water Place
From: "Monica Loughlin" <[e-mail]>
Date: Tue, 30 Jan 2007 05:32:40 -0800
To: "Linda Lewis" <[e-mail]>
Hey Linda,
Attached are the revised calculations as requested. Please email a copy
of the permit upon issuance? Thank you kindly.
Monica Loughlin, EI
Civil Engineering Designer
ESP. Associates, P.A.
2120-.B Capital Drive
Wilmington, NC 28405
910-313-6648
910-313-6823 fax
www.espassociates.com
-----Original Message -----
From: Linda Lewis [mailto:linda.lewis®ncmail.net]
Sent: Tuesday, January 30, 2007 8:22 AM
To: Monica Loughlin
Cc: Larry Sneeden
Subject: SW8 970936 Clear Water Place
Monica:
The revised application lists the individual drainage areas for Phase I,
Phase II and the Amenity Center as 4.55 acres, 3.96 acres, and 1.54
acres. When you add them all up, the total DA to the pond is 10.05
acres, however, the revised calculations submitted on January 25, 2007,
only use a drainage area of 8.85 acres. Please revise the calculations
to reflect the correct DA to the pond of 10.0E acres. This is the only
outstanding item. The permit has been drafted and upon receipt of the
revised, signed, sealed and dated calculations, the permit will be
issued. To save time, please either attach the revised calculations to
an email, or fax them to me.
Thanks,
Content -Description: UC10 Calcs Revised_01.30.07.pdf
UC10 Cales Revised_01.30.07.pdfi Content -Type: application/octet-stream
Content -Encoding: base64
1 of 1 1/30/2007 9:50 AM

SW8 970936 Clear Water Place
Subject: SW8 970936 Clear Water Place
From: Linda Lewis <[e-mail]>
Date: Tue, 30 Jan 2007 08:22:05 -6500
To: Monica Loughlin <[e-mail]>
CC: Larry Sneeden <[e-mail]>
Monica:
The revised application lists the individual drainage areas for Phase I, Phase II
and the Amenity Center as 4.55 acres, 3.96 acres, and 1.54 acres. When you add them
all up, the total DA to the pond is 10.05 acres, however, the revised calculations
submitted on January 25, 2007, only use a drainage area of 8.85 acres. Please
revise the calculations to reflect the correct DA to the pond of 10.05 acres. This
is the only outstanding item. The permit has been drafted and upon receipt of the
revised, signed, sealed and dated calculations, the permit will be issued. To save
time, please either attach the revised calculations to an email, or fax them to me.
Thanks,
Linda
1 of 1 1/30/2007 8:22 AM

STORMWATER CALCULATIONS
CLEAR WATER PLACE @ WINDING RIVER
BRUNSWICK COUNTY, NORTH CAROLINA
For
Bluegreen Carolina Land, LLC
2839 Paces Ferry Road, Suite 1100
Atlanta, GA 30339
[phone]
SEAL' -
10972 '`:
Iz-
n/7//(O`
r-6�e- 1112,t10e
November 7, 2006
Prepared by:
ESP ASSOCIATES, P.A.
2120-B Capital Drive
Wilmington, North Carolina 28405
[phone]
[phone] (Fax)
ESP Project # UC10.400
RECEI V �D
JAN 2 5 2007
DWQ
,Roa# 5(.yB�f�U93Co MUp

ATTACHMENT `A'
Phase I Clearwater Townhomes Impervious Area
Buildings 7 @ 6174 so
43,218 sf
Asphalt
42,200 sf
Concrete
7,900 sf
Mailbox Area
1,800 sf
Future
882 sf
Total Phase I Impervious Area
96,000 sf
Clubhouse Impervious Area-�UFF51 f� CT qU453)
Asphalt *
1 34,785 sf
Concrete `
4,653 sf
Future
562 sf
Total Clubhouse Impervious Area
40,000 sf
" These areas correspond with the areas (existing + proposed) that Brad
Sedgwick has provided for permit no. SW8 990453.
Phase II Clearwater Townhomes Impervious Area-6YFF5,17E: - rU7U2C)
Total Phase II Impervious Area 1 101,576 sf
RECEIVED
JAN 2 5 2007
DW
-"i �C� ��p

1125/2007
MVL
Total DrainaMacres
s . ft.
Clear Water Place
Winding River Plantation
Stormwater Calculations
Pervious Area
ft.
Iacres
147,930
1 3.40
Impervious Area
Land Use
sq. ft.
acres
Impervious Area
237.576
5.45
0.00
0.00
0.00
0.00
Total
237,576
5.45
% impervious = 61.6%
sa 62.0%
State Surface Area Reauiremenl at normal 000l
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
SA/DA = 0.03500
Chart for 90% TSS Removal for Pond w/o Vag. Filter
Required SA = (SA/DA) x (Total Drainage Area)
13,493 sq. ft.
State Volume Requirement for Storage of first i" runoff:
Vol. = 18,281 cu.ft.
Elev.
(ft)
Surf. Area
(sq-ft.)
Inc. Store
(cu.ft.)
Cum. Store
(cu.ft.)
20.00
14,130
0
0
21.00
17,040
15,585
15,585
21.47
18,400
8,328
23,913
22.00
19,700
10,097
34,010
23.00
22,600
21,150
55.160
24.00
25,600
24,100
79.260
Pond Size:
Elevation
(ft.)
Surface Area
(sq. ft.)
Normal Pool
20.00
14,130
HWL
21.47
18,400
Top of Bank
24.00
25,600
Bottom of Pool
14.00
900
Total Provided Storage Volume:
Vol. _ [(NP SA + HWL SA) / 2] ' (HWL - NP elev)
23,910 cu. ft.
Pond Volume:
Bottom SA = 900 sq. ft.
Normal Pool SA = 14,130 sq. ft.
Vol. = [(NP SA + Bottom SA) / 2] x (NP el. - Bottom el.)
45.090 cu. ft.
gCouv
l CJ/ 5%
4vlxx)
237571�0
CPRE - 0.25
CPOSr = (% imp+)(.95)+(1-% imp.)(.25)
0.69
12 = 4.50 in/hr
Iio = 7.00 in/hr
125 = 8.05 in/hr
Flow for 2 year, 24 hour Storm (02)
QPRE _ (CPRE) X (12) X (Area)
= 9.96 cfs
QPOSr = (CPosr) x (12) x (Area)
27.48 cfs
Flow for 10 year, 24 hour Storm (Qra)
QPRE= (CPRE) x (Irp) x (Area)
= 15.49 cfs
QPosr = (CPOSr) x (Iro) x (Area)
42.75 cfs
Flow for 25 year, 24 hour Storm (Q25)
QPRE= (CPRE) x (125) x (Area)
17.81 cfs
QPOSr = (CPosr) x (125) x (Area)
49.16 cfs
UC10.400
UC10-Pond.xls 1 of

1/P5/2007 Clear Water Place
MVL Winding River Plantation
Stormwater Calculations
Forebay:
Required Volume
Vol. = 20% of storage volume
= 9,018 cu. ft.
Elev.
(ft)
Surf. Area
(sq.ft.)
Inc. Store
(cu.ft.)
Cum. Store
(cu.ft.)
16.00
1,300
0
0
17.00
1,700
1,500
1,500
18.00
2,100
1,900
3,400
19.00
2,600
2,350
5,750
20.00
3,200
2,900
8,650
Provided Volume
Bottom Elevation =
16.00 ft. Bottom SA = 1,300 sq. ft.
Normal Pool Elev =
20.00 ft. NP SA = 3,600 s . ft.
Vol. _
[(NP SA + Bottom SA) / 2] x IN P el. - Bottom el.)
=
8,650 cu. ft.
depth =
4.00 ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for 1st I" of stormwater,
0 = Required Vol. / 172,800 sec. (2-days)
0.106 cis
Required Area of Pipe for 2-dav drawdown
A= Q/[Cdx SQRT(2xgxh)]
Cd =
0.6
g =
32.2 ft./s'
h = (FP el.-
NP el.) /2
=
0.735 ft.
A = 0.0256 s . ft.
Diameter of Pipe for 2-dav drawdown
DIX = SQRT[(A x 4) / pi]
0.1806 ft.
— 2.17 in.
Use 2.00 in. orifice
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter L = 16 ft.
Q = CIA
C = (% imp.)(.95) + (1-% imp.)(.25)
0.69
1 = 7.00 in. for a 10 yr. Storm
A = 8.85 Acres
42.75 cfs
Q= Cwx Lx H's
H = [Q / (Cw x L)]2�
Cw= 3
0.93 It.
Peak elevation = Flood pool el. + H
22.40 ft.
1114616115-10b1
UC10-Pond.xls 2 of 2

i
STORMWATER CALCULATIONS
CLEAR WATER PLACE @ WINDING RIVER
BRUNSWICK COUNTY, NORTH CAROLINA
For
Bluegreen Carolina Land, LLC
2839 Paces Ferry Road, Suite 1100
Atlanta, GA 30339
[phone]
w
SEAL '
a171140`
(LEY• 111Zz-104
XEv n4/go%-7
November 7, 2006
Prepared by:
ESP ASSOCIATES, P.A.
2120-B Capital Drive
Wilmington, North Carolina 28405
[phone]
[phone] (Fax)
ESP Project # UC10.400 T
RECEIVED
JAN 3 0 2007
MDW
'�nJ # Stti>8 U93(,
V; z c:M0 i ( 2_ii"2c� m P'lf

1 /3012007
MVL
Total Drainage Area
sq. ft. acres
437,778 1 10.05
Clear Water Place
@1 Winding River Plantation
Stormw tter Calculations
Pervious Area
s .ft. acres
200.202 4.60
Impervious Area
Land Use
sq. ft.
I acres
Impervious Area
237.576
5.45
0.00
0.00
0.00
0.00
Total
237,576
5.45
% Impervious = 54.3%
say 55.0%
Slate Surface Area Requirement at normal cool
Pond side slopes = 3 :1
Depth below N.P. = 6 ft.
SA/DA = 0.03050
Chart for 90% TSS Removal for Pond w/o Vag. Filter
Required SA = (SAIDA) x (Total Drainage Area)
13,352 sq. ft.
State Volume Requirement for Storage of first 1" runoff:
Vol. = 18,251 cu.ft.
Elev.
(ft)
Surf. Area
(sq.ft.)
Inc. Store
(cu.ft.)
Cum. Store
(cu.11.)
20.00
14.130
0
0
21.00
17,040
15,585
15,585
21.47
18.400
8,328
23,913
22.00
19.700
10,097
34,010
23.00
22.600
21,150
55.160
24.00
25.600
24,100
79.260
Pond Size:
Elevation
(ft.)
Surface Area
I (sq. ft.)
Normal Pool
20.00
14,130
HWL
21.47
18,400
Top of Bank
24.00
25,600
Bottom of Pool
14.00
900
CPRE = 0.25
CPOST = (%
Imp.)(.95)+(1-% Imp.)(.25)
=
0.63
I, =
4.50 In/hr
Ire =
7.00 In/hr
Irs =
8.05 Inlhr
Flow for 2 year, 24 hour Storm (Or)
CPRE _ (CPRE) x (Ir) x (Area)
= 11.31 cfs
Cposr ` (CPosr) x (12) x (Area)
28.49 cfs
Flow for 10 year, 24 hour Storm (010)
CPRE= (CPRE) x (Ile) x (Area)
= 17.59 cis
Cposr = (Cposr) x (Ira) x (Area)
44.32 cfs
Flow for 25 year, 24 hour Storm (Czs):
Total Provided Storage Volume: CPRE= (CPRE) x (lie) x (Area)
Vol.=[(NP SA+ HWL SA)! 2]'(HWL -NP elev) = 20.23 cis
23,910 cu. ft. CPosr = (Cposr) x (las) x (Area)
............ - .50.97 cfs
Pond Volume•
Bottom SA = 900 sq. ft.
Normal Pool SA = 14.130 sq. ft.
Vol. = [(NP SA + Bottom SA)! 21 x (NP el. - Bottom el.)
45,090 cu. R.
UC10.400
UC10-Pond.xls 1 of

1 /30/2007
MVL
Forebav:
Required Volume
Vol. = 20% of storage volume
9.018 cu. ft.
Elev.
(R)
Surf. Area
(sq.ft.)
Inc. Store
(cu.ft.)
Cum. Store
(cu.fL)
16.00
1,300
0
0
17.00
1,700
1,500
1,500
18.00
2,100
1,900
3,400
19,00
2,600
2,350
5,750
20.00
3,200
2.900
6,650
Provided Volume
Clear Water Place
Winding River Plantation
Stormvraler Calculations
Bottom Elevation = 16.00 ft. Bottom SA = 1,300 sq. ft.
Normal Pool Elev = 20.00 ft. NP SA = 3,600 s . R.
Vol. _ ((NP SA + Bottom SA) / 2] x (NP el. - Bottom al.)
8,650 cu. ft.
depth 4.00 ft.
Outlet Structure Design:
Flow for 2-day drawdown:
for i at 1"of stormwaler,
0 = Required Vol. 1172,800 sec. (2-days)
= 0.106 cis
Reoulred Area of Pine for 2-dav drawdown
A= 0/[CdxSORT(2xgxh)]
Cd= 0.6
g = 32.2 ftJs2
In (FP el. NP el.)/2
0.735 ft.
A = 0.0256 s . It.
Diameter of Pine for 2-dav drawdown
DIA. = SORT[(A x 4) / pq
0.1806 ft.
2.17 In.
Use 2.001n. orifice
Outlet Structure Check:
Using a 4' x 4' Basin,
Perimeter (L) = 16 ft.
0 = CIA
C = (% Imp.)(.95) + (1 % Imp.)(.25)
0.63
1= 7.00 In. for a 10 yr. Storm
A = 10.05 Acres
44.32 cis
0= Cwx LxH"
H = [0 I (Cw x L)]2o
Cw = 3
0.95 R.
Peak elevation = flood pool el. + H
22.42 R.
UC10.400
UC70-Pond.xls
2 of

F •\
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY of STATE
Corporations
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 1 /29/2007
Click here to:
View Document Filings
71 Print apre-populated Annual Report Form I Annual Report Count I File
an Annual Report I
Corporation Names
Name Name Type
NC Clearwater Capital, LLC Legal
Limited Liability Company Information
SOSID:
0857607
Status:
Current -Active
Date Formed:
7/20/2006
Citizenship:
Foreign
State of Inc.:
VA
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
York, Cindy
1011 Zion Hill Road SE
Bolivia NC 28422
1011 Zion Hill Road SE
Bolivia NC 28422
39959 Catoctin Ridge Street
Paeonian Springs VA 20129
P.O. Box 10272
McLean VA 22102
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=8009310 1/29/2007

C200619500323
State of North Carolina
Department of the Secretary of State
SOSID: 857607
Date Filed: 7/20/2006 11:47:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200619500323
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 Clearwater Capital, LLC
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 stale or country under whose laws the limited liability company was fomled is: Virginia
3. The date of formation was November 3, 2004 ; its period of duration is: indefinite
4. Principal office information: (Select either a or b.)
a. Q 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 39959 Catoctin
City, State, Zip Code Paeonian Sor
Street
The mailing address, ifdifferentfrom the street address, of the principal office of the corporation is:
P. O. Box 10272, McLean, VA 22102
b. ❑ The limited liability company docsnot have a principal office.
5. The street address and county of the registered office in the State of North Carolina is:
Number and Street 1011 Zion Hill Road SE
City, State, Zip Code Bolivia, NC 213422
County Brunswick
6. The mailing address, ifdii differentfront drestreet 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: `t'h1 VI�Y k 1 `�9tJ1rn
CORPORATIONS DIVISION P.O. BOX 29622
(Revised Januerry 2002)
RALEIGI1, NC 27626-0622
(Form L-09)

C100619500323
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'necessan)
Name
J. Mark Caldwell, Manager
Business Address
39959 Catoctin Ridge Street
Paeonian Springs, VA 20129
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 Its day of July 2006
J. Mark
Capital, LLC
Name of Limited Liability
Type or Print Name
Notes:
I. Filing fee is $250. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(RevisedJonuan, 2002) (Form L-09)

C200619500323
nrrrrinraaI5.
I Certify the Eof(owing from the 1§cords of the Commission:
A certificate of organization was issued by the Commission to CLEARWATER CAPITAL, LLC, a
limited liability company formed under the laws of VIRGINIA, effective as of November 03, 2004.
As of the date below, articles of cancellation have not been filed in this office by CLEARWATER
CAPITAL, LLC, a Virginia limited liability company.
Nothing more is hereby certified.
Signed andSeafed at Richmond on this Date:
jufy 6) 2006
(Peck CCer of the Commission

ESP Associates, P.A.
env inecri... • .vurvev inn • nlnnni nr.
JA'J,� .5 ?007
January 25, 2007
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit
Stormwater Project No. SW8 970936 Mod.
Clear Water Place @ Winding River
Brunswick County, NC
ESP Project No. UC10.400
Dear Ms. Lewis:
Per your email comments dated January 18, 2007, we offer the following:
1. The enclosed stormwater management permit application form has been signed
by the manager of Clearwater Capital, LLC, owner of the pond.
2. The individual built upon areas for Phase I, Phase II and the Clubhouse are
provided separately, one column for each referenced area, on page 2 of the
enclosed stormwater management permit application form.
3. A revised, signed, dated and notarized wet detention basin supplement form is
enclosed.
4. The total built upon area for all three columns on page 2 of the stormwater
management permit application form is 237,576 square feet.
Also, enclosed is one (1) set of revised calculations. Please review this information for
approval and contact us with any questions or comments you may have. Thank you for
your assistance on this project.
Sincerely,
ESP ASSS,OCIATES, P.A.
/A " � A/1
Monica V. Loughlin
Enclosures
cc: Todd Edmiston
2120-B Capital Drive, Wilmingnn, NC 28405, [phone] Far [phone]
www.espasso iates.com

Winding River SW8 970936 & SW8 990453
Subject: Winding River SW8 970936 & SW8 990453
From: Linda Lewis <[e-mail]>
Date: Thu, 04 Jan 2007 11:42:40 -0500
To: Monica Loughlin <[e-mail]>, Brad Sedgwick
<bradsedgwick@hotmai 1. com>
Monica & Brad:
This project has become quite complicated. Please see my attached review comments.
Essentially, I.cannot knowingly write a permit for Clearwater Place Townhomesto
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
Content -Type: application/msword
970936.jan07.doc�,
Content -Encoding: base64
1 of 1 1/4/2007 12:38 PM

J1 ichael P. Easley, Governor
✓ William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
1
-� Alan W. KlimcA, P.E. Director
Division of Water Quality
January 3, 2007
William Dorn, Registered Agent
Stonebridge Carolina Homes, LLC
5211 Marina Club Drive
Wilmington, NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 970936
Clearwater Townhomes @Winding River
Brunswick County
Dear Mr. Dorm:
The Wilmington Regional Office received a letter from your consultant requesting that your
application to develop the second phase of Clearwater Townhomes be placed on hold pending
the issuance of the permit modification to Bluegreen Carolina Land, LLC, for the additional
offsite Clubhouse runoff. Unfortunately, the Division will be unable to issue a permit
modification to Bluegreen Carolina Land, LLC, if Stonebridge Carolina Homes, LLC, is the true
owner of the Clearwater Townhomes pond. The following information is needed to continue
the stormwater review:
As the true owners of the Clearwater Townhomes pond, the permit application from
Bluegreen Carolina Land, LLC, should be revised to an offsite application. You
should continue with your permit application to transfer the wet detention pond
permit for Clearwater Townhomes into your name and to receive approval to
construct Phase 11. The existing Phase I and the Clubhouse would be considered as
offsite projects.
2. The rules allow only the designated manager or member/manager of an LLC to sign
the permit application. Your signature as the registered agent can be accepted only
if accompanied by a signed letter of authorization from one of the aforementioned
parties, which authorizes you to sign the application on behalf of Stonebridge
Carolina Homes, LLC. The NC Secretary of State has a J. Mark Caldwell listed as
the current manager of this LLC.
3. The handwriting on the application is very unclear, especially where it asks for the
applicant's name. Please either print clearly, or preferably, type in the requested
information.
4. The drainage area columns on the application are to be completed, one for each
proposed treatment device. Since there is only one pond being utilized for treatment
of this runoff, please condense the 18 individual drainage areas your consultant has
provided on the application into one. Additionally, a portion of the adjacent Property
Owner's Clubhouse, and the existing Phase I Clearwater Townhome development
will be permitted as "offsite" projects to drain into the Clearwater pond. This is the
subject of the current modification that is being done by ESP Associates. The BUA
associated with the clubhouse (39,438 ftz) and the BUA associated with Phase I of
Clearwater Townhomes (?) will need to be reported in the "offsite" box on your
application.
ohCarolina
Xturally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.nervalcraualitv.ore Fax [phone]
An Equal Opporlunity/Affirmative Action Employer— 50 % Recycledlt 0 % Post Consumer Paper.

Mr. Dorn
January 3, 2007
Stormwater Application No. SW8 970936 Mod.
5. The pond design criteria listed on the wet pond supplement form do not
reflect what is currently proposed by ESP Associates. Please submit a
supplement form with the correct pond information.
f
6. Please dimension all of the proposed built -upon area, including parking areas,
buildings and sidewalks.
7. Please add the nearest intersection of two major roads to the vicinity map. 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.
8. Please specify the width of the vegetated shelf and provide a list of the
wetlands species to be planted on the shelf.
9. Please locate, label and provide a detail of the outlet structure including
permanent pool and temporary pool elevations, overflow elevation, and orifice
diameter.
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 February 3,
2007, 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, /)
Linda Lewis
Environmental Engineer II
ENB/arl: S:\WQS\STORMWATER\ADDINFO\2007\970936.jan07
cc: James W. Huggins, P.E.
J. Mark Caldwell, Manager, Stonebridge Carolina Homes, LLC
Daniel Koscher, Member/Manager, Bluegreen Carolina Land, LLC
Mike Stonestreet, Winding River Plantation Community Association, Inc.
Brad Sedgwick, P.E. (SW8 990543 Mod-POA Clubhouse)
Monica Loughlin, ESP Associates (970936 Mod. 11/7/2006)
Linda Lewis
Page 2 of 2

NC Division of Water Quality
WiRO SWP Section
127 Cardinal Drive Ext.
Wilmington, NC 28405-5406
py,"&n" MA
Mo�c�t
u S
o Z 3
J. Mark Caldw�y�faria'ger
Stonebridge Carolina Homes, LLC
672 Marina Drive, Suite 109
Charleston, SC 29492
02 1A �p UU.3zp"
0004337146 DEC07 2006
MAILED FROM ZIPCODE 28405
0
�a �L �y,l,•.
ANK

rn=
q
rl.
ED
r Z

�� HUGG-INs
P.O. Box 11351, Southport, NC 28461
PH: 910-278-1226 Fax: [phone]
Linda Lewis j s:. .,,
Environmental Engineer
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Clearwater Townhomes @ Winding River
Brunswick County
Storwater Project No. SW8 970936
Dear Ms. Lewis
I am sending this letter as a representative for Stonebridge Carolina homes, LLC. This is in response to
your request for information sent Dec. 7, 2006.
Stonebridge is the current owner of the "phase 11" portion of the Clearwater Townhomes Project, and
associated lands, which includes the stormwater pond. Stonebridge was unaware that the existing
stormwater plan and construction was not certified by engineering. As such, a permit application ( SW8
97036 ) was presented as a new permit, with the associated "existing" offsite flows from the developed
areas utilizing the same stormwater pond.
At this point, Stonebridge is requesting that we proceed in the following manner. We allow ESP
Associates to finish their certification of the existing stormwater system. However, Stonebridge does not
wish to have the additional clubhouse flows included in this certification. This will give Stonebridge a
clear accounting of existing stormwater flows to the pond on the land that they purchased.
When the Certification/Mod is accepted by DWQ, we will then submit a new permit request for the Phase
11 property allowing for the offsite flows from the existing certified system. The offsite flows from the
clubhouse will be considered on the Stonebridge permit. Also, Stonebridge does not wish to accept any
offsite flows other than the existing flows ( those certified by ESP ) and any flows indicated on the
Stonebridge applications. Thus, all flow rates, timing, and volumes from the clubhouse will need to be
provided to J W Huggins Engineering and Surveying if they are to be considered for the Stonebridge
Stormwater Pond. A request will be sent to Brad Sedgewick, P.E. to obtain such information.
As such, we are requesting that the Stonebridge Application be put on hold until the ESP certification is
accepted. At such time we will obtain a copy of the certified existing system and would ask for 2 weeks
after that point to resubmit.
Thank You,
James Huggins, P.E.
Cc: J. Mark Caldwell, Stonebridge Carolina Homes, LLC
Daniel Koscher, Member/Manager, Bluegreen Carolina Land, LLC
Brad Sedgewick, P.E. ( SW8 990543 Mod-POA Clubhouse )
Monica Loughlin, ESP Associates ( 970936 mod )

ESP Associates, P.A.
engineering •surveying • planning
December 18, 2006
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: � State-Stormwater_Express_PermitD
Stormwater Project No. SW8 970936 Mod.
Clear Water Place @ Winding River
Brunswick County, NC
ESP Project No. UC10.400
Dear Ms. Lewis:
Per your email comments dated December 6, 2006, we offer the following:
1. Enclosed is a check payable to DENR in the amount of $2000.
2. The mailbox area is added to the plans. Two (2) sets of plans are
enclosed.
William Dorn, registered agent for Stanbridge Carolina Homes, LLC should have
rescinded his application on this project.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ESP ASSOCIATES, P.A.
Monica V. Loughlin
Enclosures
cc: Todd Edmiston
DEC 1 8 7nnR
M
DCM WILMINGTON, NC
DEC 18 2006
2120-B Capital Drive, Mbnington, NC 28405. [phone] Far [phone]
www.espassmiates.com

; � --I
®.w w Y
December 7, 2006
William Dorn, Registered Agent
Stonebridge Carolina Homes, LLC
5211 Marina Club Drive
Wilmington, NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 970936
Clearwater Townhomes @Winding River
Brunswick County
Dear Mr. Dorm:
f.1 chael P. Gasky, Governor
Willizm G. Ross .Ir" secretory
Noah Carolina Departmem of Enviionment and Natural Resources
Nan W. Klimek, P.E. Director
Divisionoi WatcrQwdkv
The Wilmington Regional Office received a Stormwater Management Permit Application for
Clearwater Townhomes @Winding River on November 15, 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:
The Division has already received and reviewed a permit modification for this
project from Bluegreen Carolina Land, LLC. It is not possible to process a permit
modification for the same project to 2 different owners. Please get with Bluegreen
Carolina Land to discuss this matter and coordinate your applications into one. If
Stonebridge Carolina Homes, LLC, has purchased the second phase of the
townhome project from Bluegreen Carolina Land, LLC, then you will need to
apply for a new offsite permit.
2. The rules allow only the designated manager or member/manager of an LLC to
sign the permit application. Your signature as the registered agent can be
accepted only if accompanied by a signed letter of authorization from one of the
aforementioned parties, which authorizes you to sign the application on behalf of
Stonebridge Carolina Homes, LLC. The NC Secretary of State has a J. Mark
Caldwell listed as the current manager of this LLC.
3. The handwriting on the application is very unclear, especially where it asks for
the applicant's name. Please either print clearly, or preferably, type in the
requested information.
4. The drainage area columns on the application are to be completed, one for each
proposed treatment device. Since there is only one pond being utilized for
treatment of this runoff, please condense the 18 individual drainage areas your
consultant has provided on the application into one. Additionally, a portion of the
adjacent offsite Property Owner's Clubhouse will be permitted to drain into the
Clearwater pond. This is the subject of the current modification that is being done
by ESP Associates. The BUA associated with the clubhouse (39,438 ft2) will
need to be reported in the "offsite" box on your application.
5. The pond design criteria listed on the wet pond supplement form do not reflect
what is currently proposed by ESP Associates. Please get together and submit
one application to cover all the proposed changes to this pond and the tl
Clearwater project. Noihcarolina
,Aalurally
North Cmolina Division of Water Quality 127 Cmdinal Dries Extension Wilmington, NC 28405 Phone [phone] Customer smvice
Wilmington Regional Office Internet. wr.re.ncwaterquality-ore Pax [phone] 1-877-623-6748
An Equal Opportunity/Af`irmauve Action Employer- 50% RecycledI10%Post Consumer Paper

Mr. Dorn
December 7, 2006
Stormwater Application No. SW8 970936 Mod.
6. Please dimension all of the proposed built -upon area, including parking
areas, buildings and sidewalks.
Please add the nearest intersection of two major roads to the vicinity map.
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.
Please specify the width of the vegetated shelf and provide a list of the
wetlands species to be planted on the shelf.
Please locate, label and provide a detail of the outlet structure including
permanent pool and temporary pool elevations, overflow elevation, and
orifice diameter.
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 January 7,
2007, 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 Division is allowed 90 days from the receipt of a completed application
to issue the permit.
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\970936.dec06
cc: JW Huggins, P.E.
J. Mark Caldwell, Manager, Stonebridge Carolina Homes, LLC
Daniel Koscher, Member/Manager, Bluegreen Carolina Land, LLC
Brad Sedgwick, P.E. (SW8 990543 Mod-POA Clubhouse)
Monica Loughlin, ESP Associates (970936 Mod. 11/7/2006)
Linda Lewis
Page 2 of 2

SW8 970936 Clearwater Place at Winding River
Subject: SW8 970936 Clearwater Place at Winding River
From: Linda Lewis <[e-mail]>
Date: Wed, 06 Dec 2006 17:43:32 -0500
To: Monica Loughlin <[e-mail]>
CC: Brad Sedgwick <[e-mail]>
Monica:
On November 15, 2006, I received a separate permit modification for this project
from JW Huggins for the development of the second phase. The applicant's name on
that application is not clear at all, but it appears to be Stanbridge Carolina
Homes, LLC, William Dorn, Registered Agent. Your application for the same project
shows Bluegreen Carolina Land, LLC as the applicant.
I can't issue a modification to 2 different applicants. Who is the true owner of
this project?
Linda
l of 1 12/6/2006 5:43 PM

S W 8 970936
Subject: SW8 970936
From: Linda Lewis <linda.lewis n ncmai1.net>
Date: Wed, 06 Dec 2006 14:59:46 -0500
To: Monica Loughlin <[e-mail]>
Monica:
I've looked at all the information you submitted on November 27, 2006. Two things
jump out that need to be addressed:
1. The additional check you sent me was made out to ESP Associates, not to DENR.
2. The mailbox area must be added to the plans. Separate 8.5" x 11" sheets
depicting that change are not acceptable.
Linda
I of 1 12/6/2006 3:03 PM

a
ESP Associates, P.A.
engineering • surveying • planning
November 22, 2006
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
12.7 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit
Comments to Request for Additional Information
Stormwater Project No. SW8 970936 Mod.
Clear Water Place @ Winding River
Brunswick County, NC
ESP Project No. UC10.400
Dear Ms. Lewis:
Per your comments dated November 9, 2006, we offer the following:
1. Enclosed is another check for $2000 to cover the fee of $4000 for the modified
high density express permit.
2. The built -upon area for the pending offsite POA clubhouse is 39,438 square feet.
3. The built -upon area for the POA clubhouse is listed in the box marked "Offsite" in
the lower half of Section 111.6 on page 2 of the application enclosed.
4. Enclosed are two (2) 8'/ x 11 plans showing the mailbox area. The impervious
area from this referenced area is indicated on the enclosed page 2 of the
application.
One (1) set of revised calculations are enclosed. Please review this information for
approval and contact us with any questions or comments you may have. Thank you for
your assistance on this project.
Sincerely,
ESP ASSOCIATES, P.A.
Monica V. Loughlin
Enclosures
cc: Todd Edmiston
2120-R Capiml Drive, "tLningmn. NC 2840$ [phone] Far [phone]
www.espas,ociu[es.com

MA
NCDENR C v
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE Land Quality Section Michael F. Easley, Governor
Director and Stale Geologist William G. Ross Jr., Secretary
November 16,
LETTER OF RECEIPT OF EROSION
CONTROL PLAN
Stonebridge Carolina Homes, LLC j���V��
William C. Dorn, Registered Agent
1011 Zion Hill Road NOV 1 i
Bolivia, NC 28422 2006
3 _
RE: Project Name: Clearwater Townhomes
Project ID: Bruns-2007-184 '
County: Brunswick, Lockwood Folly, SR 1251-Goley Hewett Rd
River Basin: Lumber
Submitted By: JW Huggins Engineering & Surveying Inc.
Date Received by LQS: November 15, 2006
Plan Type: NEW
Dear Mr. Dorn:
This office has received a soil erosion and sediment control plan for the project listed above which
was submitted as required by the North Carolina Sedimentation Pollution Control Act (G.S. 113A-57 (4)).
The Act requires that all persons disturbing an area of one or more acres of land must obtain approval
of a soil erosion control plan prior to the commencement of the land -disturbing activity (G.S. 113A-54(d) (4)).
The Act further states that this plan must be filed a minimum of 30 days prior to the activity and the approving
authority must approve or disapprove the submitted plan within 30 days of receipt. Failure of the approving
authority to approve or disapprove the submitted plan within the 30-day period will be deemed approval of the
plan.
Commencement or continuation of a land -disturbing activity under the jurisdiction of this Act prior to
the approval of an erosion and sediment control plan is a violation of the Act.
We have performed a preliminary review of your submitted plan and have determined that additional
information will be necessary before a final review can be completed. Enclosed is a checklist of items that
must be submitted before we can complete the review process. Failure to provide the additional information
may result in disapproval of your plan.
The approval of an erosion and sediment control plan is conditioned on the applicant's compliance
with Federal and State water quality laws, regulations and rules.
If you have questions please do not hesitate to contact this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this project.
Sincerely,
Julie N. Dorr
Land Quality Section
cc: J W Huggins, P.E., JW Huggins Engineering & Surveying Inc.
LQS-WiRO; SWS-WiRO
Wilmington Regional Office
127 Cardinal Drive Ext., Wilmington, North Carolina 28405-3845 • Phone: [phone] FAX: [phone]

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT & NATURAL RESOURCES
LAND QUALITY SECTION
EROSION and SEDIMENTATION CONTROL PLAN PRELIMINARY REVIEW CHECKLIST
PROJECT NAME: Clearwater Townhomes DATE: 11/15/2006
PROJECT NO.: Bruns-2007-164 COUNTY: Brunswick
To expedite the approval process, a cursory review of your submitted Erosion and Sediment Control Plan application has been made and
has shown the need for additional information as specified below. To meet our review schedule, any additional information should be
received bythis office no later than _December 5, 2006_. Failure to meet this schedule may result in disapproval of your plan.
The following items,stiall be incorporaled with respect to specific site conditions, in an erosion and sediment control plan:
LOCATION INFORMATION
Project location (roads, streets, landmarks)
North arrow and scale
GENERAL SITE FEATURES (Plan elements)
Legend: North arrow, scale, etc.
Property lines
Existing contours (topographic lines)
Proposed contours
Limits of disturbed area (provide acreage total, delineate limits,
and label)
Planned and existing building locations and elevations
Planned & existing road locations & elevations
Lot and/or building numbers
Geologic features: rock outcrops, seeps, springs, wetland and
their limits, streams, lakes, ponds, dams, etc.
Easements and drainageways
Profiles of streets, utilities, ditchlines, etc.
Stockpiled topsoil or subsoil locations
If the same person conducts the land -disturbing activity & any related borrow
or waste activity, the related borrow or waste activity shall constitute pad of
the land -disturbing activity unless the borrow or waste activity is regulated
under the Mining Act of 1971, or is a landfill regulated by the Division of Waste
Management. If the land -disturbing activity and any related borrow or waste
activity are not conducted by the same person, they shall be considered
separate land -disturbing activities and must be permifted either thru the
Sedimentation Pollution Control Act as a one -use borrow site or through the
Mining Act.
Required Any Corps 404 permit and Water. Quality 401 certification (e.g.
stream disturbances over 150 linear feet)
EROSION CONTROL MEASURES (on plan)
Legend
_X_ Location of temporary measures
Location of permanent measures
Construction drawings and details for
temporary and permanent measures
Maintenance requirements of measures
Contact person responsible for maintenance
M1:11 11:InTH:lll0i fli
Existing and planned drainage patterns (include off -site areas
that drain through project)
Method of determination of and calculations for Acreage of land
being disturbed
_ Size and location of culverts and sewers
Soil information: type, special characteristics
Soil information below culvert storm outlets
Name and classification of receiving water course
(only where stormwater discharges are to occur)
STORMWATER CALCULATIONS
Pre -construction runoff calculations for each outlet from the site
(at peak discharge points)
Design calculations for peak discharges of runoff (including the
construction phase & the final runoff coefficients of the site)
Design talcs of culverts and storm sewers
Discharge and velocity calculations for open channel and ditch
Flows (easement & right-of-ways)
Design talcs of cross sections and method of stabilization of
existing and planned channels (include temporary linings)
Design talcs and construction details of energy dissipaters
below culvert and storm sewer outlets (diameters & apron
dimensions)
Design talcs and dimension of sediment basins
Surface area and settling efficiency information for proposed
sediment traps and/or basins
VEGETATIVE STABILIZATION
Area & acreage to be vegetatively stabilized
Method of soil preparation
Seed type & rates (temporary & permanent)
Fertilizer type and rates
Mulch type and rates
NOTE: Plan should Include provisions for groundcover on
exposed slopes within2l days, following completion of
any phase of grading; permanent groundcover for all
disturbed areas within 21 days following completion of
construction or development.
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
Completed, signed & notarized FR/O Form
Accurate application fee ($50.00 per acre rounded up the
next acre with no ceiling amount)
Certificate of assumed name, if the owner is a partnership
Name of Registered Agent (if applicable)
Copy of the most current Deed for the site
NOTE: For the Express Permitting Option, inquire at the local
RegionalOff ice for availability.
NARRATIVE AND CONSTRUCTION SEQUENCE
Narrative describing the nature and purpose of the
construction activity
Construction sequence related to erosion and sediment
control(including installation of critical measures prior to
the initiation of the land -disturbing activity & removal of
measures after areas they serve are permanently stabilized)
Bid specifications related only to erosion control

Continuation of Erosion and Sedimentation Control Plan Preliminary Review Checklist:
Project Name: Clearwater Townhomes
Project Number:.
Comments:
Bruns-2007-184
1. How will sediment -laden runoff be diverted to the detention pond during the phase of
construction before the storm drainage system is installed?'
2. Considering the slope of the site, the proposed silt fence as the only measure to protect the
adjacent wetlands seems inadequate.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, NC 28405 Phone: [phone] Fax: [phone]

Entneciin 8: Siiiveyin Inc_
P.O. Box 11351, Southport, NC 28461
PH: 910-278-1226 Fax: [phone]
November 14. 2006
To Whom It May Concern
NC DENR
Routine Permitting
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Clearwater Townhomes
To Whom It Mav Concern:
We are submitting for routine permitting a Stormwater Management permit and Erosion
& Sedimentation Control permit.
1) The Stomwater fee of $420 is included.
2) The Erosion control fee of $50/Acre (x5 Acres) _ $250 is included.
For the Stormwater We are providing two (2) copies of the plans along with (2) copies of
the Stormwater Management Permit Application Form and associated documentations.
Additionally, we are providing (2) copies of the Wet Detention Basin Supplement.
For the Erosion control we are submitting two (2) copies of the plans along with (2)
copies of the Erosion and Sedimentation control forms for your review. please contact us
if you have any further questions or comments. Thank you for your assistance oil this
project.
Sincerely,
J W I-luggins
Engineering & Surveying Inc.
I W Huggins, p.E.
RECEIVz ,
NOV 1 5 200�

FW: Clearwater Place / Winding River NCDENR submittal
Subject: FIN: Clearwater Place / Winding River NCDENR submittal
From: Brad Sedgwick <[e-mail]>
Date: Thu, 9 Nov 2006 19:34:25 -0500
To: Linda Lewis <[e-mail]>, Monica Loughlin <[e-mail]>
Linda, we sent this email to Monica within a few hours of getting your email yesterday to clarify to Monica our
application numbers. I apoligize that we did not copy you on the email. I will call Monica in the morning to see
what else she needs.
Thanks for your speed on this project.
JBS Consulting
Brad Sedgwick, PE
7332 Coteswodh Drive
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Email: bmdsedowick0hotmail.com
From: [e-mail]
To: [e-mail]
CC: [e-mail]
Subject: Clearwater Place / Winding River NCDENR submittal
Date: Wed, 8 Nov 2006 09:37:30 -0500
Monica,
I saw the e-mail from Linda Lewis and thought the attached NCDENR Stormwater Application of our Winding River submittal would help. The
offsite column indicates the numbers draining from Winding River to the Clearwater place pond. Call me if you have any questions.
J� /touey
Phone:[phone]
JBS Consulting, PA
7332 Cotesworth Drive
Wilmington, NC 28405
9 28-06 SWU-101 Stormwater Management Permit Application Form.doc Content Type: application/msword
Content -Encoding: base64
I of 1 11/13/2006 3:22 PM

0F W ATF9pG
Michael F. Easley, Governor
ot
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Nitwal Resources
� s 1
O W - Alan W. Klimek, P.B. Director
Division of Water Quality
November 9. 2006
Daniel C. Koscher, Member/Manager
Bluegreen Carolina Land, LLC
2839 Paces Ferry Road, Suite 1100
Atlanta, GA 30339
Subject: Request for Additional Information
Stormwater Project No. SW8 970936 Mod.
Clear Water Place @Winding River Plantation
Brunswick County
Dear Mf. Koscher:
The Wilmington Regional Office received a modified Stormwater Management Permit
Application for Clear Water Place @Winding River on November 7, 2006, with a scheduled
Express Review date of November 9, 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:
The fee for new and modified high density Express permits is $4000.00. Please
either submit a new check for the full amount, or submit another check for
$2000.00.
There is a discrepancy between the amount of built -upon area allotted to the
POA Clubhouse under this application (25,922 sq. ft.) and the amount that has
been reported on the pending offsite POA Clubhouse application (39,438 sq. ft.)
under SW8 990543. Additionally, the offsite supplement form that was submitted
with the POA Clubhouse application indicates that the total amount of built -upon
area draining to this pond from the POA Clubhouse is 48,905 sq. ft.
Please list the built -upon area for the POA Clubhouse in the box marked "Offsite"
in the lower half of Section 111.6 on page 2 of the application.
4. Please add the mailbox area to the revised plans. An inspection report was
issued on June 9, 2003, indicating that the mailbox area was not shown on the
approved plans. My understanding of the reason for this modification was to
accommodate the increased BUA from the POA Clubhouse and to revise the
plans to add the mailbox area.
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 November 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.
No [hCarolina
,Aatttrally
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: www.ncwatcrouality ore Fax [phone]
An Equal OpporlunitylAf(rmalive Action Employer — 50% Recycled110°/ Post Consumer Paper

Mr. Koscher
November 9, 2006
Stormwater Application No. SW8 970936 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\970936.nov06
cc: Monica Loughlin, ESP Associates
Linda Lewis
Page 2 of 2

NARRATIVE
SITE DESCRIPTION:
The site is an existing 8.85-acre tract. The tract is bounded by Goley Hewitt Road
and a golf course to the west, residential uses to the east and north, and a clubhouse with
amenities to the south. All runoff from the site drains to an unnamed tributary to
Lockwoods Folly River (SC) and the Cape Fear River. There are no wetlands located in
the proposed project area.
PROJECT DESCRIPTION:
The project is an existing residential condominium community with asphalt parking
and access previously permitted as a high density stormwater project. The permit no. is
SW8 970936 and was issued on January 13, 1998. A stormwater detention pond was
constructed for stormwater treatment. Design impervious for the entire site was computed
at 58%. The existing pond has not been certified by the design registered engineer and is
now requiring a modification. ESP Associates, P.A. has conducted an as -built on the
existing pond and periodically observed the condition of the existing pond and outlet
structure. Upon as-builting the existing pond, we have found that the 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, a modification to the
existing state stormwater management permit is required. We have revised the wet
detention basin supplement and calculations based on our findings.
STORMWATER MANAGEMENT MEASURES:
The site drainage area is 8.85 acres. The site is high density, with a project built
upon area of 58%. The site was developed under the high -density guidelines using one
wet detention basin for treatment.
The grading contractor and developer will provide maintenance during
construction. The developer will provide maintenance after completion.

Clear Water Place @Winding River SW8 970936
Subject: Clear Water Place @Winding River SW8 970936
From: Linda Lewis <[e-mail]>
Date: Thu, 09 Nov 2006 13:49:04 -0500
To: Monica Loughlin <[e-mail]>
CC: Brad Sedgwick <[e-mail]>
Monica:
I've done the review for this project- this is a modification to a high density
project, so the fee is $4000, not $2000. We'll need either a new check for the full
amount, or an additional check for $2000.
I copied the previous email regarding the discrepancy between the BUA allotted for
the amenity area on this application, versus the BUA being accounted for as offsite
drainage to this pond under the POA Clubhouse application, to Brad Sedgwick. No
response yet.
Please revise the built -upon area reported in Section III.6 on page 2of the
application as indicated in my November8, 2006, email.
These plans do not show the addition of the mailbox area, as was noted in an
inspection report dated June 9, 2003. It was my understanding that in addition to
accounting for the increased BUA from the POA Clubhouse area, the site layout plans
for Clear Water Place were to be updated to include the mailbox area.
I will be writing all this up and sending it off to Blugreen Carolina Land, LLC.
Linda
I of 1 11/9/2006 1:49 PM

Clear Water Place SW8 970936
Subject: Clear Water Place SW8 970936
From: Linda Lewis <[e-mail]>
Date: Wed, 08 Nov 2006 09:02:05 -0500
To: Monica Loughlin <[e-mail]>
CC: Brad Sedgwick <[e-mail]>
Monica:
Thank you for submitting the Express application package for this permit yesterday.
I've got a few problems that need to be addressed:
1. Instead of listing the BUA associated with the amenity area as "Other on site",
please move that number to the "Offsite" box on page 2 of the application. This
will make it clear that the amenity area is an offsite project draining to this
pond, and not future on site BUA allotted to the Clear Water Place project.
2. You are only reporting 25,992 sq. ft. of BUA from the amenity area that will be
draining to this pond, which was the amount permitted in 1999. However, the SW8
990543 application from Mr. Sedgwick indicates that a total of 39, 436 sq. ft. will
now be draining to the SW8 970936 pond. Additionally, the offsite supplement
submitted for the SW8 990453 project indicates that a total of 48,905 sq. ft. of
BUA is being allocated under the SW8 970936 permit for the amenity area. I'm
copying this email to Mr. Sedgwick for his comment.
Thanks,
Linda
1 of 1 1 1/8/2006 6:19 PM

An- wze - Panic(
ESP Associates, P.A.
engineering • surveving • planning
November 7, 2006
Ms. Linda Lewis, Environmental Engineer
NC DENR Division of Water Quality
127 Cardinal. Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Express Permit Submittal
Clear Water Place @ Winding River
Brunswick County, NC
ESP Project No. UC10.400
Dear Ms. Lewis:
Enclosed are two (2) sets of plans for the subject project, one (1) set of
calculations, the original Division of Water Quality Stormwater Management
Permit application, the original SWU-102 supplement form, the original pond
maintenance requirement form, one (1) copy of the stormwater narrative, a
$2,000.00 check for the express permit review fee, and one (1) copy of the
engineer's certification including the certification requirements checklist.
The enclosed plans prepared by Houston and Associates, P.A. (Houston) are
the previously approved plans. The enclosed plans prepared by ESP Associates,
P.A. (ESP) are the stormwater pond as -built drawings and the stormwater pond
details. The following details on sheet C1, prepared by ESP, will replace the
corresponding details on sheet 2 of 5, prepared by Houston: stormwater
detention pond plan, pond section and stormwater pond outlet structure detail.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ESP ASSOCIATES, P.A.
RECRIV
Monica V. Loughlin ::NOV:O 7 2nna
Enclosures
cc: Todd Edmiston
2120-H Capital Drive. "ilmingmn, NC 28405, [phone] Far [phone]
www espassmimes.coin

y
ESP #UC10.400
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Bluegreen Carolina Land, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Daniel C. Koscher, manager/member
3. Mailing Address for person listed in item 2 above:
2839 Paces Ferry Road, Suite 1100
City: Atlanta State: GA Zip: 30339
Telephone Number: [phone]
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Clear Water Place @ Winding River Plantation
5. Location of Project (street address):
Hewett Hill Road (SR 1251
County: Brunswick
6. Directions to project (from nearest major intersection):
approx. 2.8 miles south from the intersection of US 17 and NC 211 to SR 1112, then approx. 1.5
miles to Goley Hewett Hill Road to Clear Water Place @ Winding River Plantation
7. Latitude: N330 58' 45"
Longitude: W780 14' 26"
8. Contact person who can answer questions about the project:
Name: C. Lawrence Sneeden, Jr., P.E. Telephone Number:
1I. PERMIT INFORMATION
Specify whether project is (check one):
New Renewal
of project
313-6648
X Modification
Form SW U-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 970936 And its issue date (if known) January 13, 1998
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 _Sedimentation/Erosion Control _ 404/401 Permit _ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
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.
wet detention basin
2. Stormwater runoff from this project drains to the
3. Total Project Area: 8.85 ac.
5. How many drainage areas does the project have?
Cape Fear River Basin.
4. Project Built Upon Area: 58
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area I
Drainage Area 2
Receiving Stream Name
Lockwoods Folly River
Receiving Stream Class
SC
Drainage Area
385,506 sf / 8.85 ac.
Existing Impervious * Area
0
Proposed Impervious* Area
222,330 sf / 5.10 ac.
% Impervious* Area total
58%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings 14 @ 6,174 sf
86,436 sf / 1.98 ac.
On -site Streets
On -site Parking
98,576 sf / 2.26 ac.
On -site Sidewalks
11,326 sf / 0.26 ac.
Other on -site portion of amenity area
25,992 sf / 0.60 ac.
Off -site
0
Total: 222,330 sf / 5.10 ac.
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SW U-101 Version 3.99 Page 2 of 4

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

VLF SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable suppleme (s) for each BMP
• Permit application processing fee of (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
• Two copies of plans and specifications, including:
- Development / Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
Initials
G �!
cu
G cs
C L.I'
- 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
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
C. Lawrence Sneeden, Jr., P.E.
Designated agent (individual or firm): ESP Associates, P.A.
Mailing Address: 2120-B Capital Drive
City: Wilmington State: NC Zip: 28405
Phone: [phone] Fax: [phone]
Vlll. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Daniel C. Koscher
Certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constr cte in conformance with the approved plans, that the required deed restrictions and
protective covenants will reco ed, and that the proposed project complies with the requirements of 15A NCAC
2H.1000.
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date:

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specjfg3the narnp of the corporation, individual, SN. who owns the project):
2. Print Owner/Signing Official's name and title Tperson legally responsible for facility and compliance):
W;'l ;:arr, -D orn �Lr..4L \,
3. Mailing Address for person listed in item 2 above:
State: 1 t . Zip: '�
Telephone Number:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreemen(s, etc.):
���,,�a�er Ttzlu� Lome
S. Location of Project (street address):
EO 1 t (I County ---RO LpV 5w 1
6. Directions to project (from nearest major intersection):
_CiaLAm&I ; t L 1) P, _L ?� [ 9 0 10_�_o_leC�,_,�I/eu�e
7. Latitude:_ ,� . 3J, �A) Longitude:_] FT y I� J of project
8. Contact person' who can answer questions about the project:
Name: I��Q } CLV� G_GLSc� /LQ l� Telephone Number: (RU ) a p?�(
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _�ew Renewal Modification
Form SWU-101 Version 3.99 Page I of

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each itern.
I &
ls
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including:
- Developrnent/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 systmns, 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)
VIL 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):
Mailing Address:�_�(oJ
City:_Sl�
Phone:
VIII. APPLICANT'S CERTIFICATION
State: C zzip:c>� oypp4 y-
Fax: (_�i0_�L�:.L�%O,ZQ
1, (print or type name of person listed in General ]nformation, itcrn 2) W t t Q (11 h o � n
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants recorded, and tl e proposed project complies with the requirements of 15A
NCAC 2H .1000. 1 i1
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date:-AQ • 2��
C

i
tc
T
-
D
=
I
�
_
o
�
o

Clear Water Place @ Winding River
Sobject: Clear Water Place @ Winding River
From: "Monica Loughlin" <[e-mail]>
Date: Tue, 29 Aug 2006 10:36:45 -0700
To: "Cameron Weaver" <[e-mail]>
Hey Cameron,
I faxed you a request for express permit review on the subject project last Friday, August 24th. Please advise when
the pre-app meeting or stormwater review date is at your earliest convenience. Thank you.
Monica V. Loughlin
Civil Engineering Designer
ESP Associates, P.A.
2120-B Capital Drive
Wilmington, NC 28405
910-313-6648
910-313-6823 fax
w .esoassociates.com
1 of 1 8/31/2006 9:46 AM

08/24/2006 14:37 9103136823 ESP ASSOCIATES PAGE 01
212D$ Capital DMm
Wilmington, NC 28405
Ph0m: [phone]
Fax [phone]
FK777 7Ki
ESP Associates,
I
PIA.-,
Tn1 Cameron Weaver Fmm= Monica Loughlin
Fate 91 U350-2004 Paget 4 ir)cWkV cover sheet
Phorm 910-796-7427
aat« 812412006
Ret Request for EMess Permit Review CCe
❑ Uegm ❑ For Revlow ❑ Please Comment
e Conmenls
❑ Please It" ❑ Please Recycle

93/2u/2006 14:37 9103136823 ESP ASSOCIATES PAGE 02
NACDEN C ei ✓ r �- /�I V �'
North Caroline Department of Environment and Natural Resources
127 Cardinal Drive, Wdmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Pe►mit(s). r
FAX or email to Cameron. Weaverp5tcmail.net along with a narrative and vicinity maa of the project location.
Projects must be submitted by 9.•00 A.N. of the review date, unless prior arrangements are made.
APPLICANT I
Company
PROJECT
PROJECT
Company
TRIBUTARY
County_
NAME) Cane Fear RIVER BASIN
Phone [phone] Fax [phone] Email Isneeden spassociates.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
(: Ov
® STORMWATER
❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed
below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ❑ Off site
❑ COASTAL
❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY
❑ Erosion and Sedimentation Control Plan with acres to be disturbed.
WETLANDS (401)
Wetlands on Property ❑ Yes ® No Isolated Wetlands on Property ❑ yes ® No
Check all that apply
Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acm(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process wIUSACOE []Yes ❑No I Permit received from USACE ❑Yes ❑No
401 Application required []Yes ❑ No If Yes, ❑ Regular ❑ Express
Additional fees, not to exceed 50°% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the Insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES:
Fee Split for multiple permits:
SW
$
CAMA
$
LQS
$
ant
s Total Fee Amount $

g8/24/2006 14:37 9103136823
SITE DESCRIPTION:
ESP ASSOCIATES
NARRATIVE
PAGE 03
The site is an existing 8.85-acre tract. The tract is bounded by Goley Hewitt Road
and a golf course to the west, residential uses to the east and north, and a clubhouse with
amenities to the south. All runoff from the site drains to an unnamed tributary to
Lockwoods Folly River (SC) and the Cape Fear River. There are no wetlands located in
the proposed project area.
PROJECT DESCRIPTION:
The project is an existing residential condominium community with asphalt parking
and access previously permitted as a high density stormwater project. The permit no. is
SW8 970936 and was issued on January 13, 1998. A stormwater detention pond was
constructed for stormwater treatment Design impervious for the entire site was computed
at 58%. The existing pond has not been certified by the design registered engineer and is
now requiring a modification. ESP Associates, P.A. has begun the certification process by
reviewing as-buitts on the existing pond and outlet structure. We have revised the wet
detention basin supplement and calculations based on our findings. A modification to the
existing state stormwater management permit is required. In addition to the modification,
a name change of the permit will also take place.
STORMWATER MANAGEMENT MEASURES:
The site drainage area is 8.85 acres. The site is high density, with a project built
upon area of 58%. The site was developed under the high -density guidelines using one
wet detention basin for treatment
The grading contractor and developer will provide maintenance during
construction. The developer will provide maintenance after completion.

Cwydgwo19 2wsMln flcap. A
Ozo NAV o.NId"by T.ieAJWNcMAn+air. 11 All riyhbwarred

FW: Clearwater Place
Subject: FW: CLearwater Place
From: "Terri Griffie" <[e-mail]>
Date: Thu, 2 Mar 2006 18:13:25 -0500
To: <[e-mail]>
Return-Path:<I'[e-mail]>
Received: from sccl52.its.state.nc.us (207.192.33.39) by ms04.nemail.net (7.2.069.1) id
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Sorry about that
From: Terri Griffie
Sent: Thu 3/2/2006 6:12 PM
To: [e-mail]
Subject: CLearwater Place
Hello Patty,
I must have missed you this afternoon. I was speaking with my boss and he mentioned that your office
has faxed documents like this in the past. If this is possible our fax number is 1-866-597-4820. If not
please return my call at 278-1226 so we can set up a time.
Thank you for your help on this matter, it is really appreciated.
Thanks Again,
Terri Griffie @ JWH Engineering Inc.
I of 1 3/3/2006 7:22 AM

HOUSTON and ASSOCIATES, P.A.
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 28459
Telephone [phone]
Facsimile [phone]
117 Pine Street
Post Office Box 627
Monday, July 7, 2003
Ms. Linda Lewis, EnvironmentalRECEIVED
Division of Water Quality
N. C. Department of Environment and Natural Resources JUL 1 1 2003
127 Cardinal Drive Extension
Wilmington, North Carolina 28405 DWQ
PROJ #
Subject: Winding River Plantation - Clearwater Place Condominium
Permit SW8 970936 - Compliance Inspection
Plan of Action
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. 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,
Houston, P.E.
Houston and Associates, P.A.
pc: Mr. Sam Guidry (by facsimile)
Mr. Fred Ward, Winding River Plantation
File; (96-0090 WRP - Stormwater NOV 0703)

Mar-1,4-03 04:37P Houston and Associates PA 910 754 2121
P_02
I.
Department of Environment and Natural Resources U!
Division of Water Quality /l t! N
WATER QUALITY SECTION
C QASTAI STORMWATFR PERMIT NAME(OWNERSIIIP CHANCE FORM
CURRENT PERMIT INFORMATION:
1. Storitiwater Management Permit Nunlbcl•: S1nl'i q-NJ91;36
2. Permit Holder's nanac: I�UC ptff-va C d-01Ma.. C o" dl G --------------
3. Signing official's name: T) iA Frlwa*01-6 Title y 2 C �re�%� }
( person I egall y tcstxm si ble for penni p
4• Mailing address: Mqci Ij Hi11 Rwd City:
Statc; NG 'Lipcwe: z-SyAZZ Phone: q10•—I • n20 rAX
f Arta Code. and Numbol tArca(,,& and Nmuhcr)
IL NEW OWNER / PROJECT / ADDRESS INFORMATION
1. This request is for: (p)r:ese check all that apply)
�a. Change in ownership of the property/company (Please complete Items #.2, #3, and #4
below)
__b. Name change of project (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 permit: Windtn_��cJ¢��ItU,�e 1�Jn Cc �,mr ,��t �SCe rdiai I r G.
3. New owner's signing official's name and title: Mo V i - bo".
(Person lel-ally responsihle for Permit)
4. New Mailing address:_tUQ_M
State: _N(LZip Code: 8`I 03 Phone: CI10.2�<� 3792 FAX 1t0. 2rilo-9 {_
(Arm Code an dNumlwr) (Nren C,)& and N'utnhcr)
5. New Project Name to W placed on

Mai­-.1.?-03
04:38P
Houston
and
Associates PA 910 754 2121
P.03
WATER QUALITY UNLESS ALL OF THE APPLICABLE ITEMS LISTED ON PAGE 2
ARE INCLUDED WITH THE SUBMITTAL.
PERMIT NAMEIOWNERSHIP CHANGE FORM
REQUIRED ITEMS:
L This completed form.
2. Legal documentation of the transfer of ownership.
A copy of the recorded deed restrictions, if required by the permit.
4. The Designer's certification, if required by the permit.
5. A signed Operation and Maintenance plan, if a system that requires maintenance will change.
ownership.
6. Maintenanc:e. records.
THIS CERTIFICATION MUST BE COMPLETED AND SIGNED BY BOTLI 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
PERMITTEE'S CERTIFICATION.
Current Permittee's Certification:
T—uaJ'CA P6_L00'fru , 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 ap lihatiion are not corn t��Ied and that if all required supporting information and
attachments are in f ucied, V;�s ap9tgadotpTackage will be returned as incomplete.
-v3
New Applicant's Certli=cation- fx cvn4Aduf forall IraaFPcG or mynership)
�, 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 till
required parts of this application are not completed and that if all required supporting information and
attachme lot included, this clppl' 'ztion package will be returned as incomplete.
S:ignatur Date: = e
For stormwater projects within the counties of New Hanover, Brunswick, Pender, Columbus,
Duplin, Onslow 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 Resinlrces
Division of Water Quality
127 Cardinal Drive Extension 943 Washington Square Mall
Witmington, NC 28405 Washington, NC: 27889
ATTN: Linda Lewis A TN: Bill Moore

08/09/99 MON 11:33 FAM 9105796847 - BRIDGES & SMITH ATTORNYS
Z 002
SECOND AMENDMENT TO
DECLARATION CREATING UNIT OWNERSHIP
PURSUANT TO THE PROVISIONS OF NCGS 47C, THE UNIT
OWNERSHIP ACT FOR CLEAR WATER PLACE,
A CONDOMINIUM
THIS AMENDMENT TO THE DECLARATION CREATING UNIT OWNERSHIP
FOR CLEAR WATER PLACE, A CONDOMINIUM (herein the "Second Amendment") is made
this _.C�" day of August, 1999, by Clear Water Place, Inc., a North Carolina corporation (herein
the "Dech,rant".
On May : ? 1998, Declarant executed and recorded the "DECLARATION CREATING UNIT
OWNER,< HIP FOR CLEAR WATER PLACE, A CONDOMINIUM, in Book 1223, at Page 355,
in the Of lice of the Register of Deeds of Brunswick County, North Carolina, (herein "the
Declaration"). Pursuant to ARTICLE THREE of said Declaration, Declarant reserved the right in
its sole discretion by the execution and recording of an Amendment to the Declaration in the
Brunswicl. County Registry, among other things, to make correction in and amend the Declaration,
which action by the Declarant shall not require the approval or other action by either the individual
unit owne rs, the Board of Directors, or the members of the Association or the Master Association
of Unit 01-mers, or by any other person or entity.
Pursuant to the aforesaid rights and authority, Declarant now desires to make certain
correction; in the Declaration.
NOW THEREFORE, the Declarant does hereby amends the Declaration in the following
respects:
A.&I a new article pertaining to storm water management which shall read as follows:
ARTICLE THIRTY
STORM WATER MANAGEMENT
A :atonnwater management plan has been designed which is applicable to all property
described in ARTICLE TWO and EXHIBIT A, and having the characteristics described in the
North Carlina State Stormwater Management Systems Permit No. 5W8 970936 and as outlined
in the Division of Water Quality Project Data Sheet, attached hereto as EXHIBIT F. This plan
shall be considered a part of the covenants, restrictions and conditions governing CLEAR
WATER PLACE, A CONDOMINIUM; shall run with the land, and yshhall be binding on all
parties arui persons claiming under them. This covenant shall not � '
concurreme for the State of North Carolina.
nE C-E I-V ED
�uu�,SUu AUG f 21999
PROD A DWO 9gog$—j

08/09/99 MON 11:33 FAX [phone] BRIDGES & SMITH ATTORNYS
I0003
Except as herein amended, the Declaration and all attachments thereto shall be and remain
in full force and effect.
IN WITNESS WEXREOF, CLEAR WATER PLACE, INC., a North Carolina corporation,
has cause([ this Instrument to be executed in its corporate name and its corporate seal to be hereto
affixed, b, ^ its duly authorized officers, all as of the day and year first above written.
CLEAR V,`ATER PLACE, INC.
STATE OF NORTH CAROLINA
COUNT]' OF BRUNSWICK
1 f�yE A/ Ra t C 1, .V. Notary Public, do.hereby certify that
Barbara R, Sabatini personally came before me this day and acknowledged that she is the Secretary
of CLEAF:. WATER PLACE, INC., a North Carolina Corporation, and that by authority duly given
and as the act of the corporation, the foregoing instrument was signed in its name by its President,
sealed with its corporate seal and attested by her as its Secretary.
WITNESS, my hand and official seal this _ z:� day of August 1998.
�\ �.i✓l�.� r � r:rr Jl
My Corm-iission Expires: June 23, 2001
Kenneth K. Bridges, Notary Pub ' ,

1 /09/99 MON 11:34 FAX [phone]
BRIDGES & SMITH ATTORNYS Q 004
State Stormwater Management'sysmms
Petmit No. SAS 970936
Project Nam:
Permit Number:
Location:
DIVISION OF WATER QUALM
PROJECT DATA SMMT.
Application Date:
Water Body Receiving :itormwater Runoff. -
Classification of Water Body:
If Class SA, chloride s:Empling results:
Pond Depth, feet:
Permanent Pool Ele•vaton, FMSL:
Total Impervious Surfaces, ft2:
Buildings 14Ci174 ft2:
Pooi and Tennis Courts, ft2:
Amenity Building, ft2:
Parking, fie. -
Sidewalk fc':
OiRite Area emermg Pand, ft2:
Required Surface Area ft2:
Provided Surface Area. ft2:
Required Storage Volw-re, ft2:
Provided Storage Vohnne, ft3:
Temporary Storage Elevatiom FMSL:
Coturolling Orifice:
Clear Water Pace ®Winding: River Piaumdon
970936
Brunswick County
W. Iohn Sabidni President
Clear Water Place, Inc.
PO Buz 6W9
South Brunswick, NC 28470
September 26, 1997
Lockwoods Folly River
hSc.
N/A
3
rI
222,330
96,436
22,825 (Portion of Amenity Area)
3,167 (Portion of Amenity Area)
98,576
11,326
none, per Engineer
12,479
19,150
18,281
20,335
21
2' pipe
EXHIBIT F

HOUSTON and ASSOCIATES,
Consulting Engineers
SHALLOTTE, NORTH CAROLINA 284
Telephone [phone]
Facsimile [phone]
Ms. Linda Lewis, Environmental Engineer
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Subject: Amenity Center Q Winding River
Lockwood Folly, North Carolina
Submittal of Stormwater Plan for Approval
Dear Ms. Lewis:
1999
1 7 Pine Street
ffice Box 627
Monday, April 12, 1999
On behalf of bluegreen, Carolina Land, Inc., we are pleased to submit for
your review and approval two copies each of the Stormwater Plans and the
executed Permit Application forms.
The proposed subject project is located within Winding River Plantation
and is covered under the overall stormwater permit # SW8 970936. A portion
of the project is collected in the storm drainage system located in the parking
areas and drains to the adjacent property's, Clear Water Place, stormwater
pond. The design and permitting, permit # SW8 961109, of the pond included
the drainage area and BUA from the Amenity Center. Enclosed is a check in
the amount of $43.0.00 to cover the required 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,
eouston, P.E.
and Associates, P.A.
JRH/swq
Enclosures
pc: Mr. David Edwards, Winding River
File: 99-0090 (Winding River, Amenity Center, SW)
�J