SW8060126_HISTORICAL FILE_20060127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 (U 12b
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
'20w0121
YYYYMMDD

�OFWA'FY Michael F. Easley, Governor
�11 G William G. Ross, Jr., Secretary
(3� r North Carolina Department of Environment and Natural Resources
> i
O r Alan W. Klimek, P.E. Director
Division of Water Quality
January 27, 2006
Mr. Samuel D. Burns, President
Seaside Townhomes, Inc.
7722 North Kings Highway
Myrtle Beach, SC 29572
Subject: Stormwater Permit No. SW8 060126
Dockstreet Townhomes
Project served by an Offsite System
Brunswick County
Dear Mr. Burns:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Dockstreet Townhomes on January 26, 2006. 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 060126, dated January 27, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein.
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 either Linda Lewis or me at [phone].
Sin,cerply,
1 /7
L
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWAT\PERMIT\060126.jan06.
cc: Chris Russell, East Coast Engineering Co.
Delaney Aycock, Brunswick County Building Inspections
Mr. M. Eric Frankovitch, Carolina Dreams Golf, LLC
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NO 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us NOrtI7CaCOtlnB
An Equal Opportunity/ARrmafive Action Employer— 50% Recycled/10% Post Consumer Paper Xaturally

State Stormwater Management Systems
Permit Number SW8 060126
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
Samuel D. Burns & Seaside Townhomes, Inc.
Dockstreet Townhomes
NC 904 & NC 179, Sunset Village, Brunswick County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, 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. The stormwater runoff from the site will
be routed to wet detention Pond #1 operated and maintained by Carolina Dreams Golf,
LLC, under the terms and conditions set forth in Permit No. SW8 960516.
This permit shall be effective from the date of issuance until rescinded, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 960516, as described in
Section 1.7 on page 3 of this permit.
The built -upon area allotted to this development is part of the future development total
of 1,129,075 square feet identified in Stormwater Management Permit No. SW8
960516. This project proposes 317,292 square feet, leaving 811,783 square feet
leftover for additional future development.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. The runoff from the permitted built -upon area must be directed into the permitted
stormwater system.
Page 2 of 6

r
State Stormwater Management Systems
Permit Number SW8 060126
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
Samuel D. Burns & Seaside Townhomes, Inc.
Dockstreet Townhomes
NC 904 & NC 179, Sunset Village, Brunswick County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, in compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as
the "stormwater rules '1 and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit. The stormwater runoff from the site will
be routed to wet detention Pond #1 operated and maintained by Carolina Dreams Golf,
LLC, under the terms and conditions set forth in Permit No. SW8 960516.
This permit shall be effective from the date of issuance until rescinded, 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. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 960516, as described in
Section 1.7 on page 3 of this permit.
3. The built -upon area allotted to this development is part of the future development total
of 1,129,075 square feet identified in Stormwater Management Permit No. SW8
960516. This project proposes 317,292 square feet, leaving 811,783 square feet
leftover for additional future development.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. The runoff from the permitted built -upon area must be directed into the permitted
stormwater system.
Page 2 of 6

i
State Stormwater Management Systems
Permit Number SW8 060126
7. The following design criteria have been permitted for the wet detention ponds under SW8
960516:
Pond Number:
1
2
a. Drainage Area acres:
71.1
7.6
Onsite, fty:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
2,295,594
244,371
OO Outparcels @80%, ft2:
586,789
169,012
Future, ft2:
1,129,075
0
Offsite, ft2:
154,795 (Highway
179)
c. Pond Depth, feet:
7.5
7.5
d. Permanent Pool Elevation, FMSL:
25
26.5
e. OO Provided Surface Area, ft2:
77,540
10,441
f. Provided Storage Volume, ft':
197,592
20,775
g. Temporary Storage Elevation, FMSL:
27.4
27.8
h. 03 Controlling Orifice:
6"T pipe
2" cp pipe
i. Forebay Volume, ft3:
80,000
8,000
j. Receiving Stream/River Basin:
Calabash Creek / Lumber
k. Stream Index Number:
LBR59 15-25-5
I. Classification of Water Body:
"SA" (>1/2 mile)
OExcept for OP's 9, 10 and 11, which are limited to a maximum BUA of 1.02 acres, total.
OO To be provided at the permanent pool elevation.
(3) Draw down must occur in 2-5 days.
II. SCHEDULE OF COMPLIANCE
1. The offsite 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 associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot
clear of debris, and keeping the site stabilized in accordance with the requirements of
the NC Erosion and Sediment Control Design Manual.
4. Carolina Dreams Golf, LLC, must keep records of maintenance activities and make
them available upon request to authorized personnel of DWQ. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.
Page 3 of 6

State Stormwater Management Systems
Permit Number SW8 060126
5. Carolina Dreams Golf, LLC, shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater management system functions at
optimum efficiency. The approved Operation and Maintenance Plan must be followed
in its entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and piping.
g. Access to the outlet structure must be available at all times.
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 the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition or selling 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.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
9. Carolina Dreams Golf, LLC, is responsible for providing, prior to issuance of a
Certificate of Occuppancy, and prior to operation of the permitted stormwater
management facilify, a certification from an appropriate designer for the system
installed, certifying that the permitted facility has been installed in accordance with
Stormwater Permit No. SW8 960516, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification.
10. A copyy 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.
11. This lot is limited to the amount of built -upon area indicated in the supporting
calculations and per approved plans. The project must have a built -upon area less
than or equal to the amount permitted under Stormwater Permit No. SW8 960516.
Additional built -upon area will require a modification to the overall Permit.
12. Carolina Dreams Golf, LLC, must record any deed restrictions as required by their
permit, and they must verify that the proposed built -upon area does not exceed the
allowable built -upon area. Once the lot transfer is complete, the built -upon area may
not be revised without approval from the permittee, and responsibility for meeting the
built -upon area limit is transferred to the individual property owner.
13. The drainage features shown as a part of the stormwater management system on the
approved plan shall not be filled in, altered, or piped by any party without first
submitting a revision to the permit and receiving approval from the Division.
Page 4 of 6

State Stormwater Management Systems
Permit Number SW8 060126
14. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved. The
permittee is responsible for compliance with all terms and conditions of this permit
until such time as the Director approves the permit transfer.
2. 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 comp)ying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
4. In the event that the offsite stormwater facilities fail to perform satisfactorily including
the creation of nuisance conditions, Carolina Dreams Golf, LLC is responsible for
taking 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 permission for DENR Staff to enter the property 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.
The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 27th day of January 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
By Authority of the Environmental Management Commission
Page 5 of 6

OFFICE USE ONLY
Date Received
Fee Paid
Permit Number
1- 2x(,,
cwvz5
W8 a(A
G
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
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Samuel D. Bums
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Samuel D. Burns, President, Seaside Townhomes, Inc.
3. Mailing Address for person listed in item 2 above:
7722 North Maas Hiehwav
City: Myrtle Beach
Telephone Number: [phone]
State: SC
Zip: 29572
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Dockstreet Townhomes
5. Location of Project (street address):
Sunset Village, Shoreline Drive W (NC 179)
City: Sunset Beach County: Brunswick
6. Directions to project (from nearest major intersection):
From Intersection of NC 904 and NC 179, travel west approximately 0.1 miles. Site on right.
7. Latitude: N33°53'
Longitude: W78029' of project
8. Contact person who can answer questions about the project:
Name: Chris Russell Telephone Number: [phone]
II. PERMIT INFORMATION:
I. Specify whether project is (check one):
X New
FormSWU-101 Version3.99 Page]of4
Renewal Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date
3. Specify the type of project (check one):
_Low Density X High Density Redevelop General Permit
4. Additional Project Requirements (check applicable blanks):
Other
CAMA Major X 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.
Ill. PROJECT INFORMATION
I. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater runoff will be direct to a permitted off -site pond (SW8 960516) by the use of catch basins
and piping.
2. Stormwater runoff from this project drains to the Lumber River basin.
3. Total Project Area: 9.83 ac
4. Project Built Upon Area: 74.1 %
5. How many drainage areas does the project have?
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 j"
Drainage Area 2
Receiving Stream Name
Calabash River
Receiving Stream Class
SBty 5A 40. 1-25-an
Drainage Area
428194.8 SF or9.83 AC
Existing Impervious* Area
48,081 SF or 1.10 ac
Proposed Impervious*Area
269,211 SF or 6.18 AC
% Impervious* Area (total)
74.1%
Impervious* Surface Area
Drainage Area 1=
Drainage Area 2-
On-site Buildings
90,253 SF or 2.07 AC
On -site Streets
107,359 SF or 2.46 AC
On -site Future Impervious
45,742 SF or 1.05 AC
On -site Sidewalks
25,857 SF or 0.59 AC
Existing Streets/Parking
38,938 SF or 0.89 AC
Existing Sidewalks
9,143 SF or 0.21 AC
Total: 317,292 SF or 7.28 AC
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sideivalks, gravel areas, etc.
FormSWU-101 Version3.99 Page 2of4

�7. How was the off -site impervious area listed above derived? NA
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. There covenants may not
be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures 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 runofffrom 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 ofthe 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 cacti
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Farm SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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.
1. 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 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:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): East Coast Engineering Company, P.A.
Mailing Address: Post Office Box 2469
State: NC Zip: 28459
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
1, (print or type name ofperson listed in General /nformation, item 2) Samuel D. Burns
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 21-1.1000.
Date: /-/3 - 64
Form SWO-101 Version 3.99 Page 4 of

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date:
To:
CO: G� 4- COAAC+ & J'
FAX #: q10 - 7-Ci-I , 01
REMARKS:
No. Of Pages: (excluding cover) (�J
From: L;,d a LG.,,-4 - %3m✓
CO: NC DENR
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 Telephone [phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

* * * COMMUNICATION RESULT REPORT ( JAN.27.2006 11:29AM ) * * *
P. 1
FILE MODE OPTION
---------------------------
413 MEMORY TX
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
TTI NCDENR WIRO
ADDRESS (GROUP) RESULT PAGE
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9-19107548049 OK P. 7/7
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E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date:
To: Gird RA-J sX f GL
CO: earl- coax-1- f+ww
FAX #:_ qjD - 7Sy - kpV j a
IIi
No. Of Pages: (excluding cover) (�
From: L; •ld a Gd,.r ra''
CO: NC DENR
FAX#: [phone]
127 Cardinal Drive Extension, µ Iminpma, N.C. 28445.3845 Imephone (910) 7%-121$ Pnx(910) 350.2004
An Equal opportunity Affirmative Action Employer

Jan 26 06 12:23p Hinchester 8434296135
Line 1:
Line 2:
MEMO
To: J. Christian Russell [phone]
FROM: Mary Beth Shadinger
Re: Seaside Townhomes, Inc.
Date: January 26, 2006
Mr. Russell: Sam Bums asked that 1 fax you this copy of a Special Meeting of Seaside
Townhomes, Inc. dated Deevember 5, 2005.
Please feel free to call me with any questions.
p.I
O (�

26 06 12:23p Winchester
Minutes of SPECIAL MEETING OF INCORPORATORS OF. SEASIDE
TOWNHOMES, INC. of December 5, 2005
Samuel D. Burns and David C. Stradinger, Incorporators and sole owners of Seaside
Townhomes, Inc. met in spacial session today, December 5, 2005 at 7722 North Kings
Highway, Myrtle Beach, SC. It was unanimously decided to appoint the following
Officers of Seaside Townhomes, Inc:
President: Samuel D. Burns
Duties and responsibilities- Responsible for day to day operations of the Company and
all actions necessary to direct and manage the profit center including but not limited to:
1. Purchase and sale of real estate and other assets;
2. Finial responsibility for acquisition; disposal and management of all
company assets;
3. Bind the company for obligations regarding governmental permits, including
financial responsibility and monitoring requirements;
4. Enter into binding contracts on behalf of the company;
5. Hiring and firing of consubmts, contractors, and employees;
6. Set and ensure conformance to goals, policies and objectives of the Company.
7. Maintenance of company records and compliance with governmental
regulations and taxation requirements in conformity'with generally accepted
aceourrting practices
8. Any other duties assigned by the Incorporators
Vice Presidenx David C. Stradinger
Duties and responsibilities: As directed by the Incorporators, and as delegated by
.President.
Secret Eyffreasnrer: David Wilkes
Duties and responsibilities: Record keeping and cost accounting, as well as related.
activities as assigned by President or Incorporators. Including but not limited to:
1. Processing of accounts receivable and payable
2. Contract processing
3. Financial record keeping and costa unting
4. Regular reports on budget versus actual expenditures
5. Other duties as assigned by the President or Incorporators
MU&TMIEVEEWED AND v i i 1
�f
1.�� ,

P�i
n 26 06 02:19p
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF 3 (including cover page)
TO. Ms. Linda Lewis FROM
or Division of Water Quality
AT 127 Cardinal Drive Ext.
Wilmington, NC 28405
PHONE@ [phone]
FAX [phone]
SUBJECT: Seaside Townhomes Minutes
Linda,
Here are the minutes referenced earlier.
Thanks,
Chris
pc: File; 671 (Dock Street Townhomes)
DATE: 1 /2 6/06
Chris Russell
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Sltallotte, North Carolina 28459
PHONE rF 910.754.8029
FAX # [phone]
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

NARRATIVE
for
Dock Street Townhomes
At Seaside Village
Sunset Beach, Brunswick County, NC
DESCRIPTION
The site is a 9.83-acre tract located on Sunset Blvd. (NC 179) in Seaside Village, Sunset Beach,
North Carolina. The proposed development on the site consists of eighteen townhomes, roads and
parking areas, and the installation of water and sewer to serve the multi -family buildings. The site is
partially developed including several paved parking lots. Undeveloped areas are sparsely wooded
consisting of some wooded areas with sandy topsoil with elevations ranging from 30 MSL to 45
MSL. The site will be graded to meet the proposed plans, however care will be taken to leave as
many existing trees as possible and incorporate the trees into the proposed landscaping. Construction
is scheduled to begin as soon as all permits and approvals are obtained. The project will be
constructed in three (3) phases as indicated on the plans. Phases two (2) and three (3) are not
currently owned by the developer but ownership will be transferred prior to development.
STORMWATER MEASURES
The stormwater runoff from the site is estimated using the rational method. The site is not located
near SA waters, thus the first inch (I") of rainfall is accounted for in the design. The stormwater will
be directed to an existing off -site wet detention pond permitted by SW8 960516 via curbed parking,
catch basins, roofiine gutters, and underground piping.
EROSION CONTROL MEASURES
Runoff will be directed to temporary sedimentation basins during construction of the site.
Temporary diversion will direct runoff to the basins and shall be established prior to the remaining
grading activities on the site. Once the stormwater system is in place, block and gravel inlet
protection will be installed. Once the parking lots are graded, the placement of stone shall begin at
the furthest points from the catch basins and progress toward the basins. Once most of the areas are
stabilized with stone, the sediment basins can be filled and the block and gravel inlet protection will
serve as the primary sediment control measure. Gravel inlet protection will be used around the catch
basins until vegetation is established or the area is paved. A gravel construction entrance will be
constructed as required to prevent the transportation of sediment off -site during construction. The
grading contractor and the developer will provide the maintenance for the erosion control measures.
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance prior to beginning any clearing and
grading operations. Erosion control measures will be installed prior to beginning any clearing and
grading operations. The catch basins and underground piping will be installed and temporary inlet
protection will be established. The site will be graded to proposed grades. The run-off will be
directed toward the sedimentation basins during the grading process. The parking area will be paved
and the temporary inlet protection will be removed. The disturbed areas will be landscaped and
seeded upon completion, and as soon as possible. The wet detention basins forebay will be restored
to original depth and design grades after completion of all other construction.

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
January 25, 2006
Mr. Samuel D. Burns, President
Seaside Townhomes, Inc.
7722 North Kings Highway
Myrtle Beach, SC 29572
Subject: Request for Additional Information
Stormwater Project No. SW8 060126
Dockstreet Townhomes @Sunset Village
Brunswick County
Dear Mr. Burns:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Dockstreet Townhomes @Sunset Village on January 24, 2006, with a scheduled Express
Review date of January 24, 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:
Please report the correct name of the corporation on the application. The
Secretary of State has a listing only for a corporation called Seaside
Townhomes, Inc., whereas the application has Seaside Town Homes, Inc.,
where Townhomes is two words, instead of one word. It must be accurately
reported on the application.
2. Please provide documentation of your status as the president of the corporation.
The documentation downloaded from the Secretary of State's website has you
listed only as the incorporator, not the president.
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 7, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Services-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
NorthCarolina
.Naturally

Mr. Burns
January 25, 2006
Stormwater Application No. SW8 060126
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\060126.jan06
cc: Chris Russell, East Coast Engineering
Linda Lewis
Page 2 of 2

;j
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
•Corporations Home
*Important Notice
•Corporate Forms/Fees
*Corporations FAQ
*Tobacco Manufacturers
•Dissolution Reports
ONon-Profit Reports
*Verify Certification
•Online Annual Reports
•KBBE B2B Annual Reports
Links
•Secretary Of State Home
*Register for E-Procurement
*Dept. of Revenue
Legislation
01999 Senate Bills
02001 Bill Summaries
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•Corporations 1997
*Other Legislation
Search
*By Corporate Name
*For New Corporation
*By Registered Agent
Online Orders
*Start An Order
*New Payment Procedures
Contact Us
*Corporations Division
*Secretary of State's web site
Print
'Printable Page
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 1 /25/2006
Click here to:
View Document Filings I Annual Report Count I
Print apre-populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
INC Seaside Townhomes, Legal
Inc.
Business Corporation Information
SOSID:
0806992
FID:
Status:
Current -Active
Date Formed:
10/10/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: C T Corporation System
Registered Office Address: 225 Hillsborough Street
Raleigh NC 27603
Registered Mailing 225 Hillsborough Street
Address: Raleigh NC 27603
Principal Office Address: c/o Century 21 Boling, 7722 N. Kings
Highway
Myrtle Beach SC 29572
Principal Mailing Address: c/o Century 21 Boling, 7722 N. Kings
Highway
Myrtle Beach SC 29572
Stock
Class Shares No Par Value Par Value
Common 100000 Yes N/A
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=7837564
1/25/2006

C200528300416
State of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
Pursuant to §55-2-02 of the General Statutes of North Carolina, the undersigned does
Incorporation for the purpose of forming a business corporation.
1. The name of the corporation is: Seaside Townhomes: Inc.
2. The number of shares the corporation is authorized to issue is: 100,000
3. These shares shall be: (check either a or b)
a. ® all of one class, designated as common stock; or
SOSID: 806992
Date Filed: 10/10/2005 2:41:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200528300416
b. divided into classes or series within a class as provided in the attached schedule,
with the information required by N.C.G.S. Section 55-6-01.
4. The street address and county of the initial registered office of the corporation is:
Number and Street c/o CT Corporation System, 225 Hillsborough Street
City Raleigh State NC Zip Code 27603 County Wake County
5. The mailing address, ifdi, fJ`erent from the street address, of the initial registered office is:
Number and Street
City
State Zip Code
6. The name of the initial registered agent is: CT Corporation System
7. Principal office information: (must select either a or b)
a. © The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street c/o Century 21 Boling, 7722 N. Kings Highway
County
City Myrtle Beach State SC Zip Code 2957 2 County Horry
The mailing address, ifili ferent from the street address, of the principal office of the corporation is:
Number and Street
City
State Zip Code
b. ❑ ,The corporation does not have a principal office.
CORPORATIONS DIVISION P. 0. BOX 29622
(Revised January, 1002)
County
RALEIGH, NC 27626-0622
(Form B-0/)

C200528300416
8. Any other provisions, which the corporation elects to include, are attached.
9. The name and address of each incorporator is as follows:
Samuel D. Bums, c/o Century 21 Boling, 7722 N. Kings Highway, Myrtle Beach, SC 29572
10. These articles will be effective upon filing, unless a date and/or time is specified:
This the 7 day of September 2005
Seaside Townhomes, Inc.
Bums, Incorporator
NOTES:
I. Filing tee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-0I)

S W 8 060126 Dockstreet Townhomes
l
I
Subject: SW8 060126 Dockstreet Townhomes
From: Linda Lewis <[e-mail]>
Date: Wed, 25 Jan 2006 14:47:11 -0500
To: Chris Russell <[e-mail]>
Chris:
Attached please find a request for additional information regarding this project.
Hard copy will follow in the mail.
Linda
060126.jan06.doc Content -Type: application/msword
Content -Encoding: base64
ION I 1/25/2006 3:18 PM

S W 8 060126
.i . k.
Subject: SW8 060126
From: Linda Lewis <[e-mail]>
Date: Wed, 25 Jan 2006 15:17:52 -0500
To: Chris Russell <[e-mail]>
Chris:
one more piece of info regarding this application. The Calabash River is class SA,
not SC. However, because Sunset Village was permitted in 1996, before the directive
regarding chlorides testing for SA waters was repealed, as long as the project
stays within the permitted amounts of BUA, the outparcels and future development
projects are not affected by this change. I have corrected the classification of
Calabash Creek on the application from SC to SA.
Linda
I of 1 1/25/2006 3:18 PM

RE: Dockstreet Townhomes
Subject: RE: Dockstreet Townhomes
From: "Chris Russell" <[e-mail]>
Date: Tue, 24 Jan 2006 10:42:34 -0500
To: "'Linda Lewis"' <[e-mail]>
Linda,
1. The project is draining to pond #1. Attached is the revised Off -site
Supplement.
2. The BUA for this project will be taken from the future development
allotment for pond #1.
While reviewing the offsite supplement I noticed an error. I corrected the
error in both the Off -Site Supplement and the Permit Application. I am send
.along PDF files of both documents. Please insert page 2 from both
applications into the submittal package.
Please let me know if you need anything else. Thanks.
Chris
-----Original Message -----
From: Linda Lewis [mailto:[e-mail]]
Sent: Tuesday, January 24, 2006 9:28 AM
To: Chris Russell
Subject: Dockstreet Townhomes
Chris:
I received the Express application this morning. I need some information
before reviewing this in depth:
1. Please indicate on the offsite supplement form which pond under SW8
960516 this project will be draining to.
2. Please indicate on the offsite supplement the outparcel numbers for
this project (if any) and how much built -upon area was allocated to this
project by the SW8 960516 permit. You have reported the amount of
proposed BUA, but the supplement asks for the amount of BUA that was
allocated to this project under the SW8 960516 permit. The permit was
issued for two ponds. Both ponds allow for the development of various
outparcels at 80% of their lot area as BUA, except for OP's 9-11, which
are limited to a total of 1.02 acres (not each one). However, only Pond
1 allows for a future development amount of 1,129,075 sq. ft. Is this
development one of the outparcels, or will it's BUA be taken from the
future development allotment?
Linda
Content -Type application/pdf
SW Permit Application 1 22 06 pdfl
Content -Encoding: base64
........ .... ....... _ ... ....
Content -Type application/pdf
Off Site Supplement 1 22-06.pdf
Content -Encoding: base64
I of 1 1/25/2006 9:16 AM

Dockstreet Townhomes
Subject: Dockstreet Townhomes
From: Linda Lewis <[e-mail]>
Date: Tue, 24 Jan 2006 09:27:38 -0500
To: Chris Russell <[e-mail]>
Chris:
I received the Express application this morning. I need some information before
reviewing this in depth:
1. Please indicate on the offsite supplement form which pond under SW8 960516 this
project will be draining to.
2. Please indicate on the offsite supplement the outparcel numbers for this
project (if any) and how much built -upon area was allocated to this project by the
SW8 960516 permit. You have reported the amount of proposed BUA, but the supplement
asks for the amount of BUA that was allocated to this project under the SW8 960516
permit. The permit was issued for two ponds. Both ponds allow for the development
of various outparcels at 80% of their lot area as BUA, except for OP's 9-11, which
are limited to a total of 1.02 acres (not each one). However, only Pond 1 allows
for a future development amount of 1,129,075 sq. ft. Is this development one of the
outparcels, or will it's BUA be taken from the future development allotment?
Linda
I of 1 1/24/2006 9:36 AM

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 r Shallotte, NC 28459
January 22, 2006
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wihnington, North Carolina 28405-3845
Subject: Dockstreet Townhomes
Sunset Beach, NC
High Density Project — Express Submittal
Dear Ms. Lewis:
On behalf of our client, enclosed is a submittal package for Dockstreet Townhomes located in
Sunset Beach, NC. Our client is requesting that this application be processed with the Express
Permitting Process. The project is a high density mixed use commercial subdivision, and runoff
will sheet flow from impervious surfaces to curb and gutter and then to an existing off -site
storniwater pond.
An express fee was submitted to Mr. Cameron Weaver on 1/18/06 for Stormwater and Erosion
Control Permit Fees. The following presents the various components of the enclosed submittal
package:
1. One original and one copy of the StormwalerManagement Permit Application Form.
2. One original and one copy of the Off -Site Supplement to the Stormwater Plan.
3. Two sets of plans to include the following sheet that are relative to the Stormwater
application: sheets Cl — site plan, C2 — grading plan, C3 — stormwater plan and C8 —
stormwater details.
4. A Project Narrative, sheet 1 of 1.
5. Calculations (Sheets 1-4)
If you have any questions or require any additional information, please contact our office.
J. Christian Russell
Enclosures
copy: A1r. Samuel D. Burns
File: 671 (Dockstreet Townhomes)

Fax: [phone]
Office: 910.754.8029
January 18, 2006
Mr. Cameron Weaver
East Coast
Engineering Company, P.A.
Consulting Engineers
Express Permitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wihttington, North Carolina 28405-3845
Subject: Dockstreet Townhomes
Sunset Beach, NC
Express Permit
Dear Mr. Weaver.
4918 Main Street
Post Office Box 2469
Shallotte, NC 29459
Enclosed is the Express Permit Fee required for Dockstreet Townhomes. This submittal is for a Iiigh-
density residential stormwater permit with 9.40 acres of disturbance draining to an existing off -site pond. It
is my understanding that an express permit fee of $4,500 is required. The breakdown of the fee is as follows:
Stormwater/Erosion Control Express Fee = $4,000
(high density, directed to an existing off -site system)
Erosion Control Area of Disturbance = $500
($50/acre for 9.40 acres — rounded to 10 acres)
If you have any question or require any additional information, please contact me at our office.
Sincerely,
�,�
J. Christian Russell
Enclosure: Check for $4,500
copy: Mr. Samuel Burns
Linda Lewis
Carol Miller
File: 671 (Dockstreet Townhomes)
JAN 2 4 2006

Dock St Townhomes
Subject: Dock St Townhomes
From: Robert Gordon <[e-mail]>
Date: Fri, 06 Jan 2006 16:31:46 -0500
To: Chris Russell <[e-mail]>
Chris,
I did a little research on Dock St Townhomes. Your townhome project can be
submitted as an express off -site permit, just as we talked about in the pre-app.
However, the master permit will also have to be modified because the Dock St
Townhome parcel(s) was not identified as an outparcel (to be sold) and therefore
was not deed restricted for XX amount of impervious area. With the master permit
mod you will need to submit: a current site plan (2 copies) showing each outparcel
(plus your townhome parcel), a new application, and new deed restrictions. I think
there were some sidewalks permitted in the area where the retail/living space
portion of your project is going. Those will have to be subtracted out of the
sidewalk BUA on the new master permit application.
They both need to be submitted concurrently, but I dont have a problem if the
master permit mod is submitted under the regular program (since it is not time
sensitive). I am assuming the review date of the 24th (with Linda) is still OK.
Let me know if you have any questions. Thanks.
Rob Gordon
Express Stormwater Permitting
[phone]
1 of 1 1/6/2006 4:50 PM

Deft 08 05 11:36a p.2
I21 NCDENR {
North Carolina Department of Environment and Natural Resources I I I U�p
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review 4
S-(09.00
FILL-IN all information below and CHECK required Permit($).
FAX or email to Cameron. Weaverflncmail.net along with a narrative and vicinity map of the project location. .
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Samuel D. Burns
Company Dock Street Communities
Address 7722 North Kings Highway City/State Myrtle Beach/SC Zip 29572 County Horry
Phone [phone] Fax [phone] Email
PROJECT Name Dock Street Townhomes at Seaside Village
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) Lumber River Basin RIVER BASIN
ENGINEER/CONSULTANT
Company East Coast Engineering Company, PA
i Address 4918 Main Street City/State ShallottelNC Zip 28459 County Brunswick
Phone [phone] Fax [phone] Email crussell(a)ececpa.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; _# of stream calls; Stream Na
® 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 9.83 acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes X No Isolated Wetlands on Property ❑ yes X No
Check all that apply Wetlands Will Be Impacted ❑ Yes D§ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑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 $
401 $ Total Fee Amount $

Dec 08 05 11:20a
P.3 9
NARRATIVE
for
Dock Street Townhomes
At Seaside Village
Sunset Beach, Brunswick County, NC
DESCRIPTION
The site is a 9.33-acre tract located on Sunset Blvd. (NC 179) in Seaside Village, Sunset Beach,
North Carolina. The proposed development on the site is eighteen townhomes, roads and parking
areas, and the installation of water and sewer to serve the multi -family buildings. The site is partially
developed with some wooded areas with sandy topsoil with elevations ranging from 30 MSL to 45
MST. The site will be graded to meet the proposed plans, however care will be taken to leave as
many existing trees as possible and incorporate the trees into the proposed landscaping. Construction
is scheduled to begin as soon as all permits and approvals are obtained.
STORVIWATER MEASURES
The stormwater runoff from the site is estimated using the rational method. The site is not located
near SA waters, thus the first inch (I ") of rainfall is accounted for in the design. The stormwater will
be directed to an existing off -site wet detention pond by curbed parking, catch basins, moiline
gutters, and underground piping.
EROSION CONTROL MEASURES
Silt fence will be located at certain locations on the perimeter of the site. The silt fence will be
installed prior to any land disturbing activity. The runoff will be directed to temporary sedimentation
basins during construction of the site. Temporary diversion swales will direct runoff to the basins
and shall be established prior to the remaining grading activities on the site. Gravel inlet protection
will be used around the catch basins until vegetation is established or the area is paved. A gravel
construction entrance will be constructed as required to prevent the transportation of sediment off -
site during construction. The grading contractor and the developer will provide the maintenance for
the erosion control measures.
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance prior to beginning any clearing and
grading operations. Erosion control measures will be installed prior to beginning any clearing and
grading operations. The catch basins and underground piping will be installed and temporary inlet
protection will be established. The site will be graded to proposed grades. The run-off will be
directed toward the sedimentation basins during the grading process. The parking area will be paved
and the temporary inlet protection will be removed. The disturbed areas will be landscaped and
seeded upon completion, and as soon as possible. The wet detention basins forebay will be restored
to original depth and design grades after completion of all other construction.

� o
0
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0
N
0
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-0
0
0
o'
C)
0
v rn
0
o �
ti z
SITE
Sunset Blvd. ¢ NC 179
NC 904
a�
L
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Live Oak Drive N
-0 O
3 0
0 0
> of of
Dogwood Drive
0 -
c a
a
VICINITY MAP
NOT TO SCALE

I0 -c 08 05 11:20a
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF 4 (including cover page)
TO: Mr. Cameron Weaver
or Division of Water Quality
A7 127 Cardinal Drive Ext.
Wilmington, NC 28405
PHONEP [phone]
FAX [phone]
FROM Chris Russell
SUBJECT: Dock Street Townhomes Express Review Request
Cameron,
FAX .FAX FAX FAX -a
� I. 1
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE [phone]
FAX # [phone]
I would like to schedule a review via the Express Process. Please let me
know what the date will be and what the fees will be.
Thanks,
Chris
pc: File; 1000.27B (Villas On Eastwood Bluff)
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

Dockstreet Townhomes
Stormwater Hydrologic and Hydraulic Calculations
January 2006
Prepared by:
East Coast
Engineering Company, P.A.
Consulting Engineers
Shallotte, North Carolina 28459
Post Office Box 2469 4918 Main Street
Office: 910.754.8029

.eNats.�a � � _..
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i �';. ..
^1'n��
.� ~y �ii
.. _..'... C3f�G

DOCKSTREET TOWNHOMES
STORM DRAINAGE FLOW CALCULATIONS
East Coast Engineering Company, PA
JCR
Q FROM DA1
Q FROM DA3
p FROM DAS
Q FROM DA7
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity's' (3)
Q,=CIA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity's' (3)
Q,=CrA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total'A'
Weighted'C'
Intensity's' (3)
Q,=CiA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' (3)
Q, = CrA
Q FROM DA13 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' I'I
Q,=CrA
9,194
SF
Acres
-YR storm
C-Valued'
0.2
0.21
10
Acres
0.00
0.21
0.95
0.211065197
7.1
1.42
0.950
cfs
8,436
SF
Acres
-YR storm
C-Value n'
0.2
0.19
10
Acres
0.00
OA9
0.95
0,193663912
7.1
0.950
cfs
1.31
10,762
SF
Acres
-YR storm
C-Valuer''
0.2
0.25
10
Acres
0.00
0.25
0.95
0.247061524
7.1
1.67
0.950
cfs
6,688
SF
Acres
-YR storm
C-Valuer"
0.2
0.15
10
Acres
0.00
0.15
0.95
0.153535354
7.1
1.04
0.950
cfs
4,882
0.11 Acres
10 -YR storm
Q FROM DA2 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
I ntensity' i ' tat
Q,=CiA
8,682 SF
0.20 Acres
10 -YR storm
Q FROM DA4 Drainage Area =F-8-325-1
SF
Drainage Area =
0.19
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Valuer'/
GRASSY
.2
IMPERVIOUS95
Total'A'
Weighted'C'950
ffl
Intensity'i'r'r
Q, = CiA
Q FROM DA6 Drainage Area =
6,639
SF
Drainage Area =
0 .15
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Valuero
GRASSY
0.00
0.2
IMPERVIOUS
0.15
0.95
Total 'A'
0.15241
Weighted'C'
0.950
Intensity'i'j'
7.1
Q, = CiA
1.03
cfs
Q FROM DA8
jQ FROM DA14
Drainage Area = 7,098
Drainage Area = 0.16 Acres
Design Storm = 10 -YR storm
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i'r'1
Q,=CrA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted 'C'
Intensity's' (3)
Q,=CrA
4,876
0.11 Acres
t0 -YR storm
Acres C-Valuero
7.1
0.76
Revision Date: 1/22/2006

DOCKSTREET TOWNHOMES
STORM DRAINAGE FLOW CALCULATIONS
East Coast Engineering Company, PA
JCR
Q FROM DA15 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted 'C'
Intensity'i'("
O;=CtA
FROM DA17 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i ' (3)
Q; = C to
Q.FROM DA19 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total A'
Weighted'C'
Intensity'i'r'I
Q;=CiA
Q FROM DA21 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' 13)
Q;=CiA
Q FROM DA23 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted 'C'
Intensity 'i'r't
Q, = CIA
1,144
0.03 Acres
10 -YR storm
24,035
0.55 Acres
10 -YR storm
26,006
Acres
-YR storm
C-Value r'I
0.3
0.60
10
Acres
0.00
0.60
0.9
0.597015611
7.1
3.81
0.900
cfs
13,342
0.31 Acres
10 -YR storm
17,726
0,41 Acres
10 -YR storm
Q FROM DA16
Q FROM DA18
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted 'C'
Intensity'i' i')
Q;=CiA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i'("
Q;=CiA
28,289
0. i5 Acres
10 -YR storm
24,035
Acres
-YR storm
C-Valuer'/
0.3
0.55
10
Acres
0.00
0.55
0A
0,551768
7.1
3.53
0.900
cfs
'Q FROM DA20 Drainage Area =
19,649
Drainage Area =
0.45
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Valued)
GRASSY
0.00
0.3
IMPERVIOUS
0.45
0.9
Total'A'
0.451079
Weighted'C'
0.900
Intensity'i' lit
7.1
Q; = C to
2.88
cfs
:Q FROM DA22 Drainage Area =
13,342
Drainage Area =
0.31
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Value r'/
GRASSY
0.00
0.2
IMPERVIOUS
0.31
0.95
Total 'A'
0.30629
Weighted'C'
0.95
Intensity'i' (3)
7.1
Q; = C to
2.07
cfs
Q FROM DA24 Drainage Area
Drainage Area =
0.00
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Valuer't
GRASSY
0.00
0.2
IMPERVIOUS
0.00
0.95
Total 'A'
0
. Weighted'C'
#DIV/0!
Intensity's' (3)
7.1
Q; = CiA
#DIV/01
cfs
2 Revision Date. 1/22/2006
oP 4

DOCKSTREET TOWNHOMES
CULVERT CALCULATIONS
East Coast Engineering Company, PA
JCR
PIPE
Total
Q
FLOW
CONTRIBUTION
PIPE
SIZE
TYPE
"n" VALUE
INVERT
IN
INVERT
OUT
LENGTH
SLOPE
FLOW
AREA
(sf)
WETTED
PERIMETER
(ft)
HYDRAULIC
RADIUS (ft)
VELOCITY
(f /s)
Q MAX
CHECK
SD1 1
1.42
DA1
15
RCP
0.012
36.33
33.18
63.000
5.0%
1.23
3.93
0.31
12.75
15.64
OK
SD2
1.34
DA2
15
RCP
0.012
35.13
33.18
39.000
5.0%
1.23
3.93
0.31
12.75
15.64
OK
SD3
1.31
DA3
15
RCP
0.012
38.36
38.16
41.000
0.5%
1.23
3.93
0.31
3.98
4.89
OK
SD4
1.29
DA4
15
RCP
0.012
38.36
38.09
56.000
0.5%
1.23
3.93
0.31
3.96
4.86
OK
SD5
2.60
SD4,SD5
15
RCP
0.012
38.09
37.58
103.000
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD6
1.67
SD5
15
RCP
0.012
36.53
35.32
121.000
1.0%
1.23
3.93
0.31
5.70
6.99
OK
SD7
4.52
SD6,DA10
15
RCP
0.012
35.32
34.34
192.000
0.5%
1.23
3.93
0.31
4.07
5.00
OK
SD8
6.53
SD7,DA11
18
RCP
0.012
34.34
34.02
65.000
0.5%
1.77
4.71
0.38
4.55
8.04
OK
SD9
1.03
DA6
15
RCP
0.012
37.86
37.58
56.000
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD10
3.62
SD9,SD5
15
RCP
0.012
37.58
37.31
55.000
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD1 11
4.661
SD10,DA7.
15
RCP
0.012
37.58
35.56
114.000
1.8%
1.23
3.93
0.31
7.59
9.31
OK
SD12
5.76
SD11,DA8
15
RCP
0.012
35.56
34.38
37.000
3.2%
1.23
3.93
0.31
10.17
12.48
OK
SD13
7.16
SD8,DA12
15
RCP
0.012
37.20
34.38
128.000
2.2%
1.23
3.93
0.31
8.46
10.38
OK
SD14
12.92
SD13,SD12
18
RCP
0.012
34.38
33.14
39.000
3.2%
1.77
4.71
0.38
11.49
20.29
OK
SD15
13.67
_ SD14,DA13
15
RCP
0.012
33.14
32.62
11.000
4.7%
1.23
3.93
0.31
12.40
15.21
OK
SD16
4.15
DA6
15
RCP
0.012
32.70
31.97
146.000
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD17
7.68
SD16,DA17
15
RCP
0.012
31.97
'29.14
147.000NO.2
1.23
3.93
0.31
7.91
9.70
OK
SD18
11.20
; _SD17,DA18 _
18
RCP
0.012
29.14
27.78
71.000
1.77
4.71
0.38
8.91
15.74
OK
SD19
3.81
DA19
15
RCP
0.012
28.65
25.35
66.000
1.23
3.93
0.31
12.75
15.64
OK
SD20
2.88
DA20.; _
15
RCP
0.012
27.74
27.48
150.000
1.23
3.93
0.31
2.36
2.89
OK
SD21
4.95
SD20,DA21
18
RCP
0.012
27.48
27.19„
150.000
1.77
4.71
0.38
2.83
5.00
OK
SD22
7.01
SD21,DA22 .
15
RCP
0.012
27.19
263-1>,
72.000
1.23
3.93
0.31
6.30
7.73
OK
SD23
2.74
DA23
15
RCP
0.012
24.23
23.83
79.000
1.23
3.93
0.31
4.03
4.95
OK
Revision Date: 1/23/2006
3 or 4

4 co F4

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW81��o� 2b
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
'2 ow D 11-\
YYYYMMDD

.�OF WgJFRQ Michael F. Easley, Governor
�O 6- William G. Ross, Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
-i
Y Alan W. Klimek, P.E. Director
Division of Water Quality
January 27, 2006
Mr. Samuel D. Burns, President
Seaside Townhomes, Inc.
7722 North Kings Highway
Myrtle Beach, SC 29572
Subject: Stormwater Permit No. SW8 060126
Dockstreet Townhomes
Project served by an Offsite System
Brunswick County
Dear Mr. Burns:
The Wilmington Regional Office received a complete Stormwater Management Permit
pplication for Dockstreet Townhomes on January 26, 2006. 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 060126, dated January 27, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein.
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 either Linda Lewis or me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWAT\PERMIT\060126.jan06.
cc: Chris Russell, East Coast Engineering Co.
Delaney Aycock, Brunswick County Building Inspections
Mr. M. Eric Frankovitch, Carolina Dreams Golf, LLC
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service"77-623-6748
Wilmington Regional Office Wilmington. NC 28405-3845 FAX [phone] Internet: h2o.enr.state.ncus One
NQrltl{CdrO/t/lIla
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper �(Ibl(r!'(r![l/

State Stormwater Management Systems
Permit Number SW8 060126
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
Samuel D. Burns & Seaside Townhomes, Inc.
Dockstreet Townhomes
NC 904 & NC 179, Sunset Village, Brunswick County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, 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. The stormwater runoff from the site will
be routed to wet detention Pond #1 operated and maintained by Carolina Dreams Golf,
LLC, under the terms and conditions set forth in Permit No. SW8 960516.
This permit shall be effective from the date of issuance until rescinded, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 960516, as described in
Section 1.7 on page 3 of this permit.
3. The built -upon area allotted to this development is part of the future development total
of 1,129,075 square feet identified in Stormwater Management Permit No. 8W&
960516. This project proposes 317,292 square feet, leaving 811,783 square feet
leftover for additional future development.
Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
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.
6. The runoff from the permitted built -upon area must be directed into the permitted
stormwater system.
Page 2 of 6

P'
State Stormwater Management Systems
Permit Number SW8 060126
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
SERVED BY AN OFF -SITE STORMWATER CONTROL
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
Samuel D. Burns & Seaside Townhomes, Inc.
Dockstreet Townhomes
NC 904 & NC 179, Sunset Village, Brunswick County
FOR THE
construction of impervious areas with runoff to be treated in an offsite permitted stormwater
facility, 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. The stormwater runoff from the site will
be routed to wet detention Pond #1 operated and maintained by Carolina Dreams Golf,
LLC, under the terms and conditions set forth in Permit No. SA 960516.
This permit shall be effective from the date of issuance until rescinded, 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.
The runoff associated with this project has been approved to be discharged into a
stormwater management system permitted under SW8 960516, as described in
Section 1.7 on page 3 of this permit.
3. The built -upon area allotted to this development is part of the future development total
of 1,129,075 square feet identified in Stormwater Management Permit No. SW8
960516. This project proposes 317,292 square feet, leaving 811,783 square feet
leftover for additional future development.
4. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
5. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be recorded
showing all such required easements, in accordance with the approved plans.
6. The runoff from the permitted built -upon area must be directed into the permitted
stormwater system.
Page 2 of 6

�00
1

State Stormwater Management Systems
Permit Number SW8 060126
7. The following design criteria have been permitted for the wet detention ponds under SW8
960516:
Pond Number:
1
2
a.
Drainage Area acres:
71.1
7.6
Onsite, ftz:
Offsite, ftz:
b.
Total Impervious Surfaces, ft2:
2,295,594
244,371
OOutparcels @80%, ft2:
586,789
169,012
Future, ft2:
1,129,075
0
Offsite, ftz:
154,795 (Highway
179)
c.
Pond Depth, feet:
7.5
7.5
d.
Permanent Pool Elevation, FMSL:
25
26.5
e.
OO Provided Surface Area, ftz:
77,540
10,441
f.
Provided Storage Volume, ft3:
197,592
20,775
g.
Temporary Storage Elevation, FMSL:
27.4
27.8
h.
OO Controlling Orifice:
6" cp pipe
2" cp pipe
i.
Forebay Volume, ft3:
80,000
8,000
j.
Receiving Stream/River Basin:
Calabash Creek / Lumber
k.
Stream Index Number:
LBR59 15-25-5
I.
Classification of Water Body:
"SA" (>1/2 mile)
OExcept for OP's 9, 10 and 11, which are limited to a maximum BUA of 1.02 acres, total.
OO -ro be provided at the permanent pool elevation.
OO Draw down must occur in 2-5 days.
II. SCHEDULE OF COMPLIANCE
1. The offsite 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 associated with this project.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
3. The permittee is responsible for keeping the stormwater collection system on the lot
clear of debris, and keeping the site stabilized in accordance with the requirements of
the NC Erosion and Sediment Control Design Manual.
4. Carolina Dreams Golf, LLC, must keep records of maintenance activities and make
them available upon request to authorized personnel of DWQ. The records will
indicate the date, activity, name of person performing the work and what actions were
taken.
Page 3 of 6

State Stormwater Management Systems
Permit Number SW8 060126
5. Carolina Dreams Golf, LLC, shall, at all times, provide the operation and maintenance
necessary to assure the permitted stormwater management system functions at
optimum efficiency. The approved Operation and Maintenance Plan must be followed
in its entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins
and pin.
g. Access to the outlet structure must be available at all times.
6. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition or selling 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.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
This permit shall become voidable unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and other
supporting data.
Carolina Dreams Golf, LLC, is responsible for providing, prior to issuance of a
Certificate of Occupancy, and prior to operation of the permitted stormwater
management facility, a certification from an appropriate designer for the system
installed, certifying that the permitted facility has been installed in accordance with
Stormwater Permit No. SW8 960516, the approved plans and specifications, and other
supporting documentation. Any deviations from the approved plans and specifications
must be noted on the Certification.
10. A copy of the approved plans and specifications shall be maintained on file by the
Permiytee for a minimum of ten years from the date of the completion of construction.
11. This lot is limited to the amount of built -upon area indicated in the supporting
calculations and per approved plans. The project must have a built -upon area less
than or equal to the amount permitted under Stormwater Permit No. SW8 960516.
Additional built -upon area will require a modification to the overall Permit.
12. Carolina Dreams Golf, LLC, must record any deed restrictions as required by their
permit, and they must verify that the proposed built -upon area does not exceed the
allowable built -upon area. Once the lot transfer is complete, the built -upon area may
not be revised without approval from the permittee, and responsibility for meeting the
built -upon area limit is transferred to the individual property owner.
13. The drainage features shown as a part of the stormwater management system on the
approved plan shall not be filled in, altered, or piped by any party without first
submitting a revision to the permit and receiving approval from the Division.
Page 4 of 6

State Stormwater Management Systems
Permit Number SW8 060126
14. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in
the notice, the permittee shall submit a written time schedule to the Director for
modifying the site to meet minimum requirements. The permittee shall provide copies
of revised plans and certification in writing to the Director that the changes have been
made.
Ill. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director. In
the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved. The
permittee is responsible for compliance with all terms and conditions of this permit
until such time as the Director approves the permit transfer.
2. 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) which have jurisdiction.
4. In the event that the offsite stormwater facilities fail to perform satisfactorily, including
the creation of nuisance conditions, Carolina Dreams Golf, LLC is responsible for
taking 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 permission for DENR Staff to enter the property 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. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
Permit issued this the 27th day of January 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ivision of Water Quality
y Authority of the Environmental Management Commission
Page 5 of 6

__ " -OFFICEUWONLY,�" _
Date Received
Fee Paid
Permit Number
/_04L2C0&
' C, O25
I 5WFOA1
(o
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
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Samuel D. Burns
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Samuel D. Burns, President, Seaside Townhomes, Inc.
3. Mailing Address for person listed in item 2 above:
7722 North Kings Highway
City: Myrtle Beach State: SC Zip: 29572
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.):
Dockstreet Townhomes
5. Location of Project (street address):
Sunset Villaee. Shoreline Drive W (NC I
City: Sunset Beach County: Brunswick
6. Directions to project (from nearest major intersection):
From Intersection of NC 904 and NC 179, travel west approximately 0.1 miles. Site on right.
7. Latitude: N33053'
Longitude: W78029' of project
8. Contact person who can answer questions about the project:
Name: Chris Russell Telephone Number: [phone]
11. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Pagel of4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date
3. Specify the type of project (check one):
_Low Density _ X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
Ill. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater runoff will be direct to a permitted off -site pond (SW8 960516) by the use of catch basins
2. Stormwater runoff from this project drains to the
3. Total Project Area:
9.83 acres
4. Project Built Upon Area: 74.1 %
5. How many drainage areas does the project have?
River basin.
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.
BasinInformahon irk
- -P -rain age Ar8a51 `r
'Drrainage Area 2
Receiving Stream Name
Calabash River
Receiving Stream Class
S;B SA Ao- 1-zs,4
Drainage Area
428194.8 SF or 9.83 AC
Existing Impervious* Area
48,081 SF or 1.10 ac
-
Proposed Impervious*Area
269,211 SF or 6.18 AC
% Impervious* Area (total)
74.1%
Impervious*nSur'faceArea , _
..F Dialn ge`Aiea In ' _
`-, v,,Dram'age Aea 2 s 3=
On -site Buildings
90,253 SF or 2.07 AC
On -site Streets
107,359 SF or 2.46 AC
On -site Future Impervious
45,742 SF or 1.05 AC
On -site Sidewalks
25,857 SF or 0.59 AC
Existing Streets/Parking
38,938 SF or 0.89 AC
Existing Sidewalks
9,143 SF or 0.21 AC
Total: 317,292 SF or 7.28 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 SWU-101 Version 3.99 Page 2 of

How was the off -site impervious area listed above derived? NA
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 of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, 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 runofffrom outparcels or fitture development shall be directed into the permitted stormwater control
system. These connections to the stortnivater 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 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off -Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of

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.
I. 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 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:
- Development/Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
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): East Coast Engineering Company, P.A.
Mailing Address: Post Office Box 2469
State: NC Zip: 28459
Phone: [phone] Fax: [phone]
Vill. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) Samuel D. Burns
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Date: /—/3-6Cn
Form SWU-101 Version 3.99 Page 4 of

s
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date:
To: Chia
CO: Lua.Y{ Co,fi f.rr.
FAX #:eqio - 7
REMARKS:
No. Of Pages: (excluding cover) &
From: L; ,ld a L, j,-a" - /,)en/
CO: NC DENR
FAX#: [phone]
127 Cardinal Drive Extension, Wilmington, Y.C. 28405-3845 Telephone [phone] Fax[phone]
An Equal Opportunity Affirmative Action Employer

P. 1
* * * COMMUNICATION RESULT REPORT ( JAN.27.2006 11:29AM )
TTI
FILE MODE OPTION ADDRESS (GROUP) RESULT
----------------------------------------------------------------------------------
413 MEMORY TX 9-19107548049 OK
PERSON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
NCDENR WIRO
PAGE
--------------
P. 7/7
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
Date: I Z-7 —0 � No. Of Pages: (excluding cover)
To: Ckr.� R...�sc,GL From: L&1r',1—
CO: f rl- caa, r-i- 'Fv ,• CO: NC DENR
FAX #: q10 - 7Sy - w FAX#: [phone]
REMARKS:
127 Cardinal Drive Extension. VAlminpoan, N.C. 28405-3845 Telephone [phone] fa:[phone]
An Equal opportunity wrtrmotive Action Employer

Jan 26 06 12:23p Winchester 8434236135
Line 1:
Line 2:
MEMO
To: J. Christian Russell (910) 754-SD49
FROM: Mary Beth Swdinger
Re: Seaside TOW13110mes, lnc.
Date: January 26, 2006
Mr. Russell: Sam Bums asked that 1 fax you this copy of a Special Meeting of Seaside
Townhomes, Inc. dated Deevember 5, 2005.
Please feel free to call me with any questions.
p.I
O(c'1

26 06 12:23p
Winchester
Minutes of SPECIAL MEETING OF, INCORPORATORS OF SEASIDE
TOWNHOMES, INC. of December 5, 2005
Samuel D. Burns and David C. Stradingef, Incorporators and sole owners'of Seaside
Townhomes, Inc. met in special session;today, Deceimber'5. 2005 at 7722 North Kings
Highway, Myrtle Beach, SC.: It was unanimously decided to appoint the following
Officers of Seaside Townhomes, Inc:.
President: Samuel D. Bums
Duties and responsibilities: Responsible for day to day operations of the Company and
all actions necessary to direct and manage -the profit center including but not limited to:
'L Purchase and sale of real estate and other assets;
2. Financial- responsibility for acquisition, disposal and management of all
company assets;
3. ,Bind the company for obligation-regarding'governmental permits, including
financial responsibility and monitoring requirements;
4. Enter into binding contracts on behalf of the company;
5. Hiring and firing of consultants, contracts, and employees;
0.:Set and ensure conformance to goals, policies and objectives; of the Company.
7. Maintenance of company records and compliance with gover mental
regulations and taJxation requirements in conformity'with generally accepted
,accounting practices
8_ Any other duties assigned,bythe Incorporators
Vice. President; David C. Stradinger
Duties and responsibilities: As directed by the incorporators, and as delegated by
.President
SeecetwWrreasurer: David Wilkes
Duties and responsibilities: Record keeping and costaccamting, as well as related.
activities as assigned by President or Incorporators. Including_ but not limited to:
1 _ Processing of accounts receivable and payable
2. :Contract processing
3_ Financial record keeping and cost accounting
4. Regular reports on budgervmus actual expenditures
5. Other duties as assigned by the President or Incorporators
Il:a. - UP a !• 1 0 6

n 26 06 02: 19p
4r
East Coast
Engineering Company, P.A.
Consulting Engineers
PAGE 1 OF I (including cover page)
TO: Ms. Linda Lewis
or Division of Water Quality
AT 127 Cardinal Drive Ext.
Wilminzon. NC 28405
NONE@ [phone]
FAY# [phone]
SUBJECT: Seaside Townhomes Minutes
Linda,
Here are the minutes referenced earlier.
Thanks,
Chris
pc: File; 671 (Dock Street Townhomes)
DATE: 1 /2 6/06
FROM Chris Russell
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, North Carolina 28459
PHONE it 910.754.8029
FAX X 910.754.8049
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you.

NARRATIVE
for
Dock Street Townhomes
At Seaside Village
Sunset Beach, Brunswick County, NC
DESCRIPTION
The site is a 9.83-acre tract located on Sunset Blvd. (NC 179) in Seaside Village, Sunset Beach,
North Carolina. The proposed development on the site consists of eighteen twnhomes, roads and
parking areas, and the installation of water and sewer to serve the multi -family buildings. The site is
partially developed including several paved parking lots. Undeveloped areas are sparsely wooded
consisting of some wooded areas with sandy topsoil with elevations ranging from 30 MSL to 45
MSL. The site will be graded to meet the proposed plans, however care will be taken to leave as
many existing trees as possible and incorporate the trees into the proposed landscaping. Construction
is scheduled to begin as soon as all permits and approvals are obtained. The project will be
constructed in three (3) phases as indicated on the plans. Phases two (2) and three (3) are not
currently owned by the developer but ownership will be transferred prior to development.
STORMWATER MEASURES
The stormwater runoff from the site is estimated using the rational method. The site is not located
near SA waters, thus the first inch (I") of rainfall is accounted for in the design. The stormwater will
be directed to an existing off -site wet detention pond permitted by SW8 960516 via curbed parking,
catch basins, roofline gutters, and underground piping.
EROSION CONTROL MEASURES
Runoff will be directed to temporary sedimentation basins during construction of the site.
Temporary diversion will direct runoff to the basins and shall be established prior to the remaining
grading activities on the site. Once the stormwater system is in place, block and gravel inlet
protection will be installed. Once the parking lots are graded, the placement of stone shall begin at
the furthest points from the catch basins and progress toward the basins. Once most of the areas are
stabilized with stone, the sediment basins can be filled and the block and gravel inlet protection will
serve as the primary sediment control measure. Gravel inlet protection will be used around the catch
basins until vegetation is established or the area is paved. A gravel construction entrance will be
constructed as required to prevent the transportation of sediment off -site during construction. The
grading contractor and the developer will provide the maintenance for the erosion control measures.
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance prior to beginning any clearing and
grading operations. Erosion control measures will be installed prior to beginning any clearing and
grading operations. The catch basins and underground piping will be installed and temporary inlet
protection will be established. The site will be graded to proposed grades. The run-off will be
directed toward the sedimentation basins during the grading process. The parking area will be paved
and the temporary inlet protection will be removed. The disturbed areas will be landscaped and
seeded upon completion, and as soon as possible. The wet detention basins forebay will be restored
to original depth and design grades after completion of all other construction.

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
�w� --Av r
January 25, 2006
Mr. Samuel D. Burns, President
Seaside Townhomes, Inc.
7722 North Kings Highway
Myrtle Beach, SC 29572
Subject: Request for Additional Information
Stormwater Project No. SW8 060126
Dockstreet Townhomes @Sunset Village
Brunswick County
Dear Mr. Burns:
Alan W. Klimek, P.E. Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Dockstreet Townhomes @Sunset Village on January 24, 2006, with a scheduled Express
Review date of January 24, 2006. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the
stormwater review:
1. Please report the correct name of the corporation on the application. The
Secretary of State has a listing only for a corporation called Seaside
Townhomes, Inc., whereas the application has Seaside Town Homes, Inc.,
where Townhomes is two words, instead of one word. It must be accurately
reported on the application.
2. Please provide documentation of your status as the president of the corporation.
The documentation downloaded from the Secretary of State's website has you
listed only as the incorporator, not the president.
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 7, 2006, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, INC 28405-3845 FAX [phone] Internet: h2o.encstate.nc.us One
NorthCarOlIDa
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper Natimally

Mr. Burns
January 25, 2006
Stormwater Application No. SW8 060126
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\060126.jan06
cc: Chris Russell, East Coast Engineering
Linda Lewis
Page 2 of 2

t.
Page 1 of 1
Elaine F Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
Corporations
°Corporations Home
*Important Notice
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Contact Us
*Corporations Division
*Secretary of State's web site
Print
"Printable Page
PO Box 29622 Raleigh, NC 2762"622 [phone]
Date: 1/25/2006
Click here to:
View Document Filings i Annual Report Count i
mr'Print apre-populated Annual Report Form i File an Annual Report i
21 1
Corporation Names
Name Name Type
NC Seaside Townhomes, Legal
Inc.
Business Corporation Information
SOSID:
0806992
FID:
Status:
Current -Active
Date Formed:
10/10/2005
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing
Address:
Principal Office Address:
Principal Mailing Address:
C T Corporation System
225 Hillsborough Street
Raleigh NC 27603
225 Hillsborough Street
Raleigh NC 27603
c/o Century 21 Boling, 7722 N
Highway
Myrtle Beach SC 29572
c/o Century 21 Boling, 7722 N
Highway
Myrtle Beach SC 29572
Kings
Kings
Stock
Class Shares No Par Value Par Value
Common 100000 Yes N/A
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=783 7564
1/25/2006

a
C200528300416
State of North Carolina
Department of the Secretary of State
ARTICLES OF INCORPORATION
Pursuant to §55-2-02 of the General Statutes of North Carolina, the undersigned does
hicorporation for the purpose of forming a business corporation.
1. The name of the corporation is: Seaside Townhomes: Inc.
2. The number of shares the corporation is authorized to issue is: 100,000
3. These shares shall be: (check either a or b)
a. © all of one class, designated as common stock; or
SOSID: 806992
Date Filed: 10/10/2005 2:41:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200528300416
b. divided into classes or series within a class as provided in the attached schedule,
with the information required by N.C.G.S. Section 55-6-01.
4. The street address and county of the initial registered office of the corporation is:
Number and Street c/o CT Corporation System, 225 Hillsborough Street
City Raleigh State NC Zip Code 27603 County Wake County
5. The mailing address, if different from the street address, of the initial registered office is:
Number and Street
City
State Zip Code
6. The name of the initial registered agent is: CT Corporation System
7. Principal office information: (must select either a or b)
a. © The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street c/o Century 21 Boling, 7722 N. Kings Highway
City Myrtle Beach State SC Zip Code 2957 2
County
County Horry
The mailing address, ifdifferent from the street address, of the principal office of the corporation is:
Number and Street
City
State Zip Code
b. D .The corporation does not have a principal office.
CORPORATIONS DIVISION P. O. BOX 29622
(Revised January, 2001)
County
RALEIGH, NC 27626-0622
(Form B-01)

C200528300416
8. Any other provisions, which the corporation elects to include, are attached.
9. The name and address of each incorporator is as follows:
Samuel D. Bums, c/o Century 21 Boling, 7722 N. Kings Highway, Myrtle Beach, SC 29572
10. These articles will be effective upon filing, unless a date and/or time is specified:
This the 7 day of September 2005
Seaside Townhomes, Inc.
Bums, Incorporator
NOTES:
1. Ftltng fee is $125. This document must be tiled with the Secretary of State.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) - (Form B-0I)

SW8 06``0126 Dockstreet Townhomes
1
Subject: SW8 060126 Dockstreet Townhomes
From: Linda Lewis <[e-mail]>
Date: Wed, 25 Jan 2006 14:47:11 -0500
To: Chris Russell <[e-mail]>
Chris:
Attached please find a request for additional information regarding this project.
Hard copy will follow in the mail.
Linda
Content -Type: application/msword
060126.jan06.doc'
Content -Encoding: base64
1 of 1 1/25/2006 3:18 PM

S W 8 060126
i1� . k:
Subject: SW8 060126
From: Linda Lewis <[e-mail]>
Date: Wed, 25 Jan 2006 15:17:52 -0500
To: Chris Russell <[e-mail]>
Chris:
One more piece of info regarding this application. The Calabash River is class SA,
not SC. However, because Sunset Village was permitted in 1996, before the directive
regarding chlorides testing .for SA waters was repealed, as long as the project
stays within the permitted amounts of BUA, the outparcels and future development
projects are not affected by this change. I have corrected the classification of
Calabash Creek on the application from SC to SA.
Linda
I of 1 1/25/2006 3:18 PM

RE: Dockstreet Townhomes
Subject: RE—Dockstreet Townhomes
From: "Chris Russell" <[e-mail]>
Date: Tue, 24 Jan 2006 10:42:34 -0500
To: "'Linda Lewis"' <linda.lewis@ncmai].net>
Linda,
1. The project is draining to pond #1. Attached is the revised Off -site
Supplement.
2. The BUA for this project will be taken from the future development
allotment for pond #1.
While reviewing the offsite supplement I noticed an error. I corrected the
error in both the Off -Site Supplement and the Permit Application. I am send
along PDF files of both documents. Please insert page 2 from both
applications into the submittal package.
Please let me know if you need anything else. Thanks.
Chris
-----Original Message -----
From: Linda Lewis (mailto:[e-mail]]
Sent: Tuesday, January 24, 2006 9:28 AM
To: Chris Russell
Subject: Dockstreet Townhomes
Chris:
I received the Express application this morning I need some information
before reviewing this in depth:
1. Please indicate on the offsite supplement form which pond under SW8
960516 this project will be draining to.
2. Please indicate on the offsite supplement the outparcel numbers for
this project (if any) and how much built -upon area was allocated to this
project by the SW8 960516 permit. You have reported the amount of
proposed BUA, but the supplement asks for the amount of BUA that was
allocated to this project under the SW8 960516 permit. The permit was
issued for two ponds. Both ponds allow for the development of various
outparcels at 80% of their lot area as BUA, except for OP's 9-11, which
are limited to a total of 1.02 acres (not each one). However, only Pond
1 allows for a future development amount of 1,129,075 sq. ft. Is this
development one of the outparcels, or will it's BUA be taken from the
future development allotment?
Linda
�SW Permit Application 1 22-06 pdf Content -Type application/pdfl
Content -Encoding: base64 f
Content -Type: application/pdf.
Off Site Supplement 1-22-06.pdfl
Content -Encoding: base64
i
I of 1 1/25/2006 9:16 AM

Dockstreet Townhomes
Subject: Dockstreet Townhomes
From: Linda Lewis <[e-mail]>
Date: Tue, 24 Jan 2006 09:27:38 -0500
To: Chris Russell <[e-mail]>
Chris:
I received the Express application this morning. I need some information before
reviewing this in depth:
1. Please indicate on the offsite supplement form which pond under SW8 960516 this
project will be draining to.
2. Please indicate on the offsite supplement the outparcel numbers for this
project (if any) and how much built -upon area was allocated to this project by the
SW8 960516 permit. You have reported the amount of proposed BUA, but the supplement
asks for the amount of BUA that was allocated to this project under the SW8 960516
permit. The permit was issued for two ponds. Both ponds allow for the development
of various outparcels at 80% of their lot area as BUA, except for OP's 9-11, which
are limited to a total of 1.02 acres (not each one). However, only Pond 1 allows
for a future development amount of 1,129,075 sq. ft. Is this development one of the
outparcels, or will it's BUA be taken from the future development allotment?
Linda
1 of 1 1/24/2006 9:36 AM

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: 910.754,8049 Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
January 22, 2006
Ms. Linda Lewis
Water Quality Section
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject. Dockstreet Townhomes
Sunset Beach, NC
High Density Project — Express Submittal
Dear Ms. Lewis:
On behalf of our client, enclosed is a submittal package for Dockstreet Townhomes located in
Sunset Beach, NC. Our client is requesting that this application be processed with the Express
Permitting Process. The project is a high density mixed use commercial subdivision, and runoff
will sheet flow from impervious surfaces to curb and gutter and then to an existing off -site
stormwater pond.
An express fee was submitted to Mr. Cameron Weaver on 1/18/06 for Stormwater and Erosion
Control Permit Fees. The following presents the various components of the enclosed submittal
package:
1. One original and one copy of the StormwaterManagementPermit Application Form.
2. One original and one copy of the Off -Site Supplement to the Stormwatcr Plan.
3. Two sets of plans to include the following sheet that are relative to the stormwater
application: sheets C1 — site plan, C2 — grading plan, C3 — stormwater plan and C8 —
stormwater details.
4. A Project Narrative, sheet 1 of 1.
5. Calculations (Sheets 1-4)
If you have any questions or require any additional information, please contact our office.
Sincerely,
J. Christian Russell
Enclosures
copy: Mt. Samuel D. Burns
File: 671 (Dockstreet Townhomes)

East Coast
Engineering Company, P.A. 4918 Main Street
Fax: [phone] Consulting Engineers Post Office Box 2469
Office: 910.754.8029 Shallotte, NC 28459
jauua.y 18, 2006
Mr. Cameron Weaver
Express Permitting Officer
NC Department of Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
Subject: DockstreetTownhomes
Sunset Beach, NC
Express Permit
Dear Mr. Weaver.
Enclosed is the Express Permit Fee required for Dockstreet Townhomes. This submittal is for a High -
density residential stormwater permit with 9.40 acres of disturbance draining to an existing off -site pond. It
is my understanding that an express permit fee of $4,500 is required. The breakdown of the fee is as follows:
Stormwater/Erosion Control Express Fee = $4,000
(high density, directed to an existing off -site system)
Erosion Control Area of Disturbance = $500
($50/acre for 9.40 acres — rounded to 10 acres)
If you have any question or require any additional information, please contact me at our office.
Sincerely,
J. Christian Russell
Enclosure: Check for $4,500
copy: Mr. Samuel Bums
Linda Lewis
Carol Miller DDom�..
File: 671 (DockstreetTownhomes) itC C lV D
JAN 2 4 2006

Dock St Townhomes
Subject: Dock St Townhomes
From: Robert Gordon <[e-mail]>
Date: Fri, 06 Jan 2006 16:31:46 -0500
To: Chris Russell <[e-mail]>
Chris,
I did alittle research on Dock St Townhomes. Your townhome project can be
submitted as an express off -site permit, just as we talked about in the pre-app.
However, the master permit will also have to be modified because the Dock St
Townhome parcel(s) was not identified as an outparcel (to be sold) and therefore
was not deed restricted for XX amountofimpervious area. with the master permit
mod you will need to submit: a current site plan (2 copies) showing each outparcel
(plus your townhome parcel), a new application, and new deed restrictions. I think
there were some sidewalks permitted in the area where the retail/living space
portion of your project is going. Those will have to be subtracted out of the
sidewalk BUA on the new master permit application.
They both need to be submitted concurrently, but I dont have a problem if the
master permit mod is submitted under the regular program (since it is not time
sensitive). I am assuming the review date of the 24th (with Linda) is still OK.
Let me know if you have any questions. Thanks.
Rob Gordon
Express Stormwater Permitting
[phone]
m
1 of 1 1/6/2006 4:50 PM

D eiP2 08 05 11 : 38a
p.2
o O Le AriaV�c� P I S
I I21 NCDENR { ��
North Carolina Department of Environment and Natural Resources ' I
127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review }'
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron.Weaver(@ncmail.net along with a narrative and vicinity map of the project location. Q.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name Samuel D. Burns
Company Dock Street Communities
Address 7722 North Kings Highway City/State Myrtle Beach/SC Zip 29572 County Horry
Phone [phone] Fax [phone] Email
PROJECT Name Dock Street Townhomes at Seaside Village
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) Lumber River Basin RIVER BASIN
ENGINEER/CONSULTANT
Company East Coast Engineering Company PA
/ Address 4918 Main Street City/State Shallotte/NC Zip 28459 County Brunswick
Phone [phone] Fax [phone] Email crussell((Dececpa.com
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required ❑ Yes ® No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
© STORMWATER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration Z Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ LAND QUALITY ® Erosion and Sedimentation Control Plan with 9.83 acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes X No Isolated Wetlands on Property ❑ yes 5�No
Check all that apply Wetlands Will Be Impacted ❑ Yes X No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USACOE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑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 S
CAMA $
LOS $
401 S Total Fee Amount $

Dec 08 05 11:20a
p.3
f
NARRATIVE
for
Dock Street Townhomes
At Seaside Village
Sunset Beach, Brunswick County, NC
DESCRIPTION
The site is a 9.83-acre tract located on Sunset Blvd. (NC 179) in Seaside Village, Sunset Beach,
North Carolina. The proposed development on the site is eighteen townhomes, roads and parking
areas, and the installation of water and sewer to serve the multi -family buildings. The site is partially
developed with some wooded areas with sandy topsoil with elevations ranging from 30 MSL to 45
MST_ The site will be graded to meet the proposed plans, however care will be taken to leave as
many existing trees as possible and incorporate the trees into the proposed landscaping. Construction
is scheduled to begin as soon as all permits and approvals are obtained.
STORMWATER MEASURES
The stormwater runoff from the site is estimated using the rational method. The site is not located
near SA waters, thus the first inch (1 ") of rainfall is accounted for in the design. The stormwater will
be directed to an existing off -site rvet detention pond by curbed parking, catch basins, rootline
gutters, and underground piping.
EROSION CONTROL MEASURES
Silt fence will be located at certain locations on the perimeter of the site. The silt fence will be
installed prior to any land disturbing activity. The runoff will be directed to temporary sedimentation
basins during construction of the site. Temporary diversion swales will direct runoff to the basins
and shall be established prior to the remaining grading activities on the site. Gravel inlet protection
will be used around the catch basins until vegetation is established or the area is paved. A gravel
construction entrance will be constructed as required to prevent the transportation of sediment off -
site during construction. The grading contractor and the developer will provide the maintenance for
the erosion control measures.
CONSTRUCTION SEQUENCE
The Contractor will install the gravel construction entrance prior to beginning any clearing and
grading operations. Erosion control measures will be installed prior to beginning any clearing and
grading operations. The catch basins and underground piping will be installed and temporary inlet
protection will be established. The site will be graded to proposed grades. The run-off will be
directed toward the sedimentation basins during the grading process. The parking area will be paved
and the temporary inlet protection will be removed. The disturbed areas will be landscaped and
seeded upon completion. and as soon as possible. The wet detention basins forebay will be restored
to original depth and design grades after completion of all other construction.

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SITE
Sunset Blvd. a NC 179,
NC 904
L
Live Oak Drive N
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N
Dogwood Drive
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VICINITY MAP
NOT TO SCALE

08 05 11:20a
P. 1
East Coast
Engineering Company, P.A.
Consulling Engineers
PAGE t OF 4 (including cover page)
TO: Mr. Cameron Weaver FROM
or Division of Water Quality
AT 127 Cardinal Drive Ext.
Wilmineton. NC 28405
PHONES [phone]
FAX [phone]
SUBJECT: Dock Street Townhomes Express Review Request
Cameron,
DATE: 11/8/05
Chris Russell
East Coast
Engineering Company, P.A.
4918 Main Street
Post Office Box 2469
Shallotte, Norlh Carolina 28459
PHONE lr 910.754.8029
FAX [phone]
I would like to schedule a review via the Express Process. Please let me
know what the date will be and what the fees will be.
Thanks,
Chris
61 bZZ--I `,S,)
Utll��-
pc: File; 1000.27B (Villas On Eastwood Bluff)
The information contained in this transmission is privileged, confidential, and is
intended only for the use of the individual or entity named above. You are not
permitted to copy or distribute this communication if you are not the intended
recipient named above. If you have received this communication in error, please
notify our office immediately by telephone. Thank you-
1

Dockstreet Townhomes
Stormwater Hydrologic and Hydraulic Calculations
fanuary 2006
Prepared by:
East Coast
Engineering Company, P.A.
Consulting Engineers
Shatlotte, North Carolina 28459
Post Office Box 2469 4918 Main Street
Office: 910.754.8029

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DOCKSTREET TOWNHOMES
STORM DRAINAGE FLOW CALCULATIONS
East Coast Engineering Company, PA
JCR
Q FROM DA1 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity ' i ' (3)
Qi=CiA
Q FROM DA3 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity's' (3)
Q FROM DA5
Q FROM DA7
Q;=CiA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total A'
Weighted 'C'
Intensity' i ' tat
Q,=CiA
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity' i' (3)
Qi=CrA
Q FROM DA13 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i'(3)
Q;=CiA
9,194 SF
0,21 Acres
10 -YR storm
8,436
SF
Acres
-YR storm
C-Value r'I
0.2
0.19
10
Acres
0.00
0.19
0.95
0,193663912
7.1
0.950
cfs
1.31
10,762 SF
0.25 Acres
10 -YR storm
6,688
SF
Acres
-YR storm
C-Value r'I
0.2
0.15
10
Acres
0.00
0.15
0.95
0.153535354
7.1
1.04
0.950
cfs
4,882
Acres
-YR storm
C-Value r'l
0.2
0.11
10
Acres
0.00
OA 1
0.95
0.112075298
7.1
0.950
cfs
0.76
PROM DA2
Drainage Area =
8,682
Sf
Drainage Area =
0.20
Acres
Design Storm =
10
-YR storm
Surface
Acres C-Value t'
GRASSY
0.00
0.2
IMPERVIOUS
0.20
0.95
Total'
0.20
Weighted'C'
0.950
Intensity 'i' (31
Q,=CiA
:Q FROM DPA Drainage Area
=
SFDrainage
Area
=Acres
M610?9"
Design Storm =-YR
storm
Surface
Acres
C-Valuet'
GRASSY
0.00
0.2
IMPERVIOUS
0.19
0.95
Total 'A'
I 0.191116
Weighted'C' 0.950
Intensity's'(3) 7.1
Q; = CiA 1.29 cfs
_Q FROM OAS Drainage Area =
6,639
SF
Drainage Area =
0.15
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Valuetll
GRASSY
0.00
0.2
IMPERVIOUS
0.15
0.95
Total 'A'
0.15241
Weighted'C'
0.950
Intensity'i' 13)
7 11
Q; = CiA
1.03
cfs
Q FROM DA8 Drainage Area =p6j!210�26q
Drainage Area =Acres
Design Storm =-YR
storm
Surface
Acres
C-Valuet'l
GRASSY
0.2
IMPERVIOUS
0.95
Total 'A'
0
Weighted'C'0,950
57.1s
Intensity'i' t31
Q; = CsA
LQ FROM DA14 Drainage Area = 4,876
Drainage Area =
0.11
1 Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Value n
GRASSY
0.00
0.2
IMPERVIOUS
0.11
0.95
Total 'A'
0.111938
Weighted'C'
0.950
Intensity'i' (3)
7.1
Q,=CiA
0.76
cfs
Revision Date: 1/22/2006
o F 4-

DOCKSTREET TOWNHOMES
STORM DRAINAGE FLOW CALCULATIONS
Q FROM DA15 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' 131
Q. = CIA
Q FROM DA17 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' (31
Q,=CiA
Q FROM DA19 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' 13)
Q. = C rA
Q FROM DA21 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' 131
Q;=CiA
Q FROM DA23 Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total'A'
Weighted'C'
Intensity'i' 131
Q;=CiA
1,144
0,03 Acres
10 -YR storm
7.1
0.17 cfs
24,035
0.55 Acres
10 -YR storm
7.1
3.53 1 cfs
26,006
0.60 Acres
10 -YR storm
781
3cfs
13,342
0.31 Acres
10 -YR storm
17,726
0.41 Acres
10 -YR storm
n- (`_tm ... rtl
7.1
2.74 cfs
East Coast Engineering Company, PA
JCR
Q FROM DA16 Drainage Area =M28Drainage
Area =Acres
Design Storm =-YR
storm
Surface
Acres
C- Value
GRASSY
0.00
0.3
IMPERVIOUS
0.65
0.9
Total 'A'
0.649426
Weighted'C'
0.900
Intensity'i' 131
7.1
Q, = C iA
4.15
cfs
Q FROM DA18
Drainage Area =
Drainage Area =
Design Storm =
Surface
GRASSY
IMPERVIOUS
Total 'A'
Weighted'C'
Intensity'i' 131
Qi=CrA
M24,035
0.55 Acres
10 -YR storm
O FROM DA20 Drainage Area =M2!6
Drainage Area =Design Storm =
Acres
-YR storm
Surface
Acres
C-Valuerlf
GRASSY
0.00 0.3
IMPERVIOUS
0.45
0.9
Total 'A'
0.451079
Weighted'C'
0.900
Intensity' i' (3)
7.1
- Q; = CiA
2.88
cfs
O FROM DA22 Drainage Area =Poll
342
Drainage Area =
Acres
Design Storm =10
-YR storm
Surface
Acres
C-Valuer')
GRASSY
0.00 0.2
IMPERVIOUS
0.31
0.95
Total A'
0.30629
Weighted'C'
0.95
Intensity'i' (3)
7.1
Q; = CiA
2.07
cfs
O FROM DA24 Drainage Area
Drainage Area =
0.00
Acres
Design Storm =
10
-YR storm
Surface
Acres
C-Value ru
GRASSY
0.00 0.2
IMPERVIOUS
0.00
0.95
Total 'A'
0
Weighted'C'
4DIV/01
Intensity'i' (3)
7.1
Q. = C rA
#DIV/01
cfs
2 Revision Date: 1/22/2006
o f 4-

DOCKSTREETTOWNHOMES
CULVERT CALCULATIONS
East Coast Engineering Company, PA
JCR
PIPE
Total
Q
FLOW
CONTRIBUTION
PIPE
SIZE
TYPE
"n" VALUE
INVERT
IN
INVERT
OUT
LENGTH
SLOPE
FLOW
AREA
(sf)
WETTED
PERIMETER
(ft)
HYDRAULIC
RADIUS (ft)
VELOCITY
(ft/s)
Q MAX
CHECK
SD1
1 1.42
DMtW,
15
RCP
0.012
36.33
33.18,
63.000
5.0%
1.23
3.93
0.31
12.75
15.64
OK
SD2
1.34
i, DA2s
15
RCP
0.012
35.13.:.33.18
39.000
5.0%
1.23
3.93
0.31
12.75
15.64
OK
SD3
1.31
'4 =.'^ DA3: ,t':
15
RCP
0.012
38.36rV
3816:
41.000'+
0.5%
1.23
3.93
0.31
3.98
4.89
OK
SD4
129
,i;'e' DA4' `R-
15
RCP
0.012
38.36�
',38.M9
56.000
0.5%
1.23
3.93
0.31
3.96
4.86
OK
SD5
2.60
w. C, SD4,SD5P; ;
15
RCP
0.012
38.09-
37.58,+-103.000.
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD6
1.67
Tti'{ ° SD5W,,
15
RCP
0.012
36.53
35'.32-
121.000
1.0%
1.23
3.93
0.31
5.70
6.99
OK
SD7
4.52
¢YSD6,DA10`
15
RCP
0.012
35.32.
34.34
192.000
0.5%
1.23
3.93
0.31
4.07
5.00
OK
SD8
6.53
MF.SD7;DA1jj�,
18
RCP
1 0.012
34:34,
: 34.0N;
,654000,
0.5%
1.77
4.71
0.38
4.55
8.04
OK
SD9
1.03
v;,.•DA6
15
RCP
0.012
37.86�
37:58?'
56.000
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD10
3.62
' ' SD9,'SD5 w;
15
RCP
0.012
37.58; .
.37.31,
55.000',
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD11
4.66
S010,DA`7 ,.
15
RCP
0.012
37-.58
`35.56%
114.0M
1.8%
1.23
3.93
0.31
7.59
9.31
OK
SD12
5.76
SD11,DA8,,�§b
15
RCP
0.012
35.56
'� 34.38A
_' 37.000 ,
3.2%
1.23
3.93
0.31
10.17
12.48
OK
SD13
7.16
=,SD8 DA11-2_ ;
15
RCP
0.012
37e20 ;
`;34:38,,4
-12&000.",
2.2%
1.23
3.93
0.31
8.46
10.38
OK
SD14
12.92
0SD13;SD112 c
18
RCP
0.012
'34+38A
r33.10
39.0004
3.2%
1.77
4.71
0.38
11.49
20.29
OK
SD15
13.67
MSD14,,DAll 3
15
RCP
0.012
33%14t
32.62f
, 11 qOOOA
4.7%
1.23
1 3.93
0.31
12.40
16.21
OK
SD16
4.15
DMMM
15
RCP
0.012
+432�70
''#31 97*
j146.0001
0.5%
1.23
3.93
0.31
4.03
4.95
OK
SD17
7.68
MSD16 DA1t7 -
15
RCP
0.012
*31197
,' 29�14*
1.147.000,�
1.9%
1.23
3.93
0.31
7.91
9.70
OK
SD18
11.20
MSD17jUA1:8 '
18
RCP
0.012
,29M40
i 27*7,8
+71.0004
1.9%
1.77
4.71
0.38
8.91
15.74
OK
SD19
3.81
,-DA19
15
RCP
0.012
28.65'
*25.'35#
+66.0006`
5.0%
1.23
3.93
0.31
12.75
15.64
OK
SD20
2.88
"DA20 �>
15
RCP
0.012
'27�74 -
�27.48#
150q0001
0.2%
1.23
3.93
0.31
2.36
2.89
OK
SD21
4.95
MSD20 DA2;lft
18
RCP
0.012
a27-;48;
� 27r19%
4150.000.''
0.2%
1.77
4.71
0.38
2.83
5.00
OK
SD22
7.01
NKSID21,11A22k
15
RCP
0.012
27.19:
26.312:'72.000z
1.2%
1.23
3.93
0.31
6.30
7.73
OK
SD23
2.74
" DA23M` z!_
15
1 RCP
1 0.012
24.23
23.839
, 79.000'
0.5%
1 1.23
1 3.93
1 0.31
1 4.03
4.95
1 OK
Revision Date: 1/23/2006
3 oP4

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