SW8050426_HISTORICAL FILE_20050616

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 OS
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Z o o s o \�o I�
YYYYMMDD

�pF WA7F' o Michael F. Easley, Governor
p G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
—y
O Alan W. Klimek, P.E. Director
Division of Water Quality
June 16, 2005
Mr. Chalmers McCombs
Vice President, Community Development
Bill Clark Homes of Wilmington, LLC
200 East Arlington Blvd., Suite R
Greenville, NC 27858
Subject: Stormwater Permit Correction
Traemoor at Arbor Creek
Stormwater Project No. SW8 050426
Brunswick County
r
Dear Mr. McCombs:
The Wilmington Regional Office issued Stormwater Management Permit No. SW8 050426,
dated April 29, 2005, for development at Traemoor at Arbor Creek. An incorrect Stream Index
Number and Classification of Water Body were included in the permit. The correct Index
Number is 18-88-9-1;-(0.5) and the correct stream classification is SC: Sw. Please replace
Page 3 of the permit'with the attached, corrected page.
Neither of these of these corrections impact the approved plans or permitted stormwater
control system.
If you have any questions, please do not hesitate to call Paul Bartlett or me at [phone].
Sincerely,
C �
Edward Beck
Regional Supervisor'
Surface Water Protection Section
ENB\ptb: S:\WQS\STORMWATER\PERMIT\2005\050426
cc: W.K. Dickson & Co., Inc.
Delaney Aycock, Brunswick County Inspections
Paul T. Bartlett, P.E.
Wilmington regional Office
Central,Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone[phone] Customer Servicel.877823-6748 One
Wilmington Regional Office Wilmington,NC 284053845 FAX [phone] Internet: h2o.emstate.nc.us NorthpCaro/l/ina
An Equal OpportunitylAff rmative Action Employer-50%Recycled110°/Post Consumer Paper N({[!{rally

State Stormwater Management Systems
Permit No. SW8 050426
5. The following design elements have been permitted-for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 13.52
Onsite, ft2: 588,931
Offsite, ft2: none
b. Total Impervious Surfaces, ft2: 301 ,951
Lots at 4,200 ft2: 218,400
Roads/Parking, ft2: 74,451
Other, ft2: none
Offsite, ft2: 9,100
C. Pond Depth, feet: 5.5
d. TSS 'removal efficiency: 90%
e. Design Storm: 1 .01,
f. Permanent Pool Elevation, FMSL: 29.0
g. Permitted Surface Area @PP, ft2: 19,641
h. Permitted Storage Volume, ft3: 25,919
i. Storage Elevation, FMSL: 30.25
j. Controlling Orifice: 2.0"0 pipe
k. Permanent Pool Volume, ft3 : 60,828
I. Forebay Volume, ft3: 13,158
m. Maximum Fountain Horsepower: 1/4
n. Receiving Stream / River Basin: Beaverdam Swamp / Cape Fear
o. Stream Index Number: 18-88-9-1-(0.5)
p. Classification of Water Body: "SC: Sw"
If. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot, including driveways and sidewalks, 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 Division of Water Quality, and responsibility for
meeting the built-upon area limit is transferred to the individual property owner.
Paae 3 of 9

Michael F. Easley, Governor
A.
�G William G. Ross, Jr., Secretary
7� North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
April 29, 2005
Mr. Chalmers McCombs
Vice President, Community Development
Bill Clark Homes of Wilmington, LLC
200 East Arlington Blvd., Suite R
Greenville, NC 27858
Subject: Stormwater Permit No. SW8 050426
Traemoor at Arbor Creek, Phase 7
High Density Subdivision Project
Brunswick County
Dear Mr. McCombs:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Traemoor at Arbor Creek, Phase 7 on April 28, 2005. 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 050426, dated April 29, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until April 29, 2015, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E 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 Paul Bartlett, or me at [phone].
Sinc Iy,
�d eck
Acting Regional Supervisor
Surface Water Protection Section
ENB/ptb: S:\WQS\STORMWATER\PERMIT\050426
cc: W.K. Dickson & Co., Inc.
Delaney Aycock, Brunswick County Inspections
Division of Coastal Management
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division of Water Duality 127 Cardinal Drive Extension Phone[phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington,NC 28405-3845 FAX [phone] Internet: h2o.emstate.nc.us Npi'tt1Car011➢a
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State Stormwater Management Systems
Permit No. SW8 050426
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Chalmers McCombs and Bill Clark Homes of Wilmington, LLC
Traemoor at Arbor Creek, Phase 7
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules' and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until April 29, 2015 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., This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this permit. The subdivision is
permitted for 52 lots, each allowed 4,200 square feet of built-upon area.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 050426
5. The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 13.52
Onsite, ftz: 588,931
Offsite, ft2: none
b. Total: Impervious Surfaces, ftz: 301 ,951
Lots at 4,200 ftz: 218,400
Roads/Parking, ftz: 74,451
Other, ftz: none
Offsite, ftz: 9,100
C. Pond Depth, feet: 5.5
d. TSS"'removal efficiency: 90%
e. Design Storm: 1.01,
f. Permanent Pool Elevation, FMSL: 29.0
g. Permitted Surface Area @PP, ftz: 19,641
.y
h. Permitted Storage Volume, ft3: 25,919
i. Storage Elevation, FMSL: 30.25
'c
j. Controlling Orifice: 2.0"0 pipe
k. Permanent Pool Volume, ft3 : 60,828
I. Forebay Volume, ft3: 13,158
m. Maximum Fountain Horsepower: 1/4
n. Receiving Stream / River Basin: Beaverdam Swamp / Cape Fear
o. Stream Index Number: 18-88-9-1-(0.5)
p. Classification of Water Body: "SC: Sw"
II. SCHEDULE OF COMPLIANCE
1 . No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
;a;
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot, including driveways and sidewalks, 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 Division of Water Quality, and responsibility for
meeting the built-upon area limit is transferred to the individual property owner.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 050426
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built-upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. 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 sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon.surface.
4.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 050426
12. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 050426, as issued
- by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built-upon area per lot is 4,200 square feet. This allotted
amount includes any built-upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built-upon area due to CAMA regulations.
h. All runoff on the lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built-upon area in excess of the permitted amount will require a permit
modification.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/4.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 050426
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
"required...?
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. 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.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. 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.
4. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 050426
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
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. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 29th day of April 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 050426
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 050426
Traemoor at Arbor Creek, Phase 7 Page 1 of 2
Stormwater Permit No. SW8 050426
Brunswick County
Designer's Certification
I, as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature
Registration Number
Date
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 050426
Certification Requirements: Page 2 of 2
1. .- The drainage area to the system.contains approximately the permitted.
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Page 9 of 9

OFFICE USE ONLY
Date Received Fee Paid Permit Number
- 200 � 6W # r7ZD4 T D 2 J]
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may he photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
T3vIl CLRrk 1,6as L)� W il n1/IG�(Jvlr C -
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
t 11AI maes 111c(''6016 , — VP Go�tdl c.ni _litT.�rag t/if
3. Mailing Address for person listed in item 2 above:
Zoo EAST &7 AISAW 'BLVD.. Svi;c %Z
City: dlf'eeuyt lie State: NC Zip:�_�858
Telephone Number: ( ZS'Z ) 355- 70Oo
4. Project Name (subdivision, facility,or establishment name-should be consistent with project name on plans,
specifications, letters,operation and maintenance agreements, etc.):
5. Location of Project (street address): \
-rinr Greek(( wive- (Cd'F/F/4LAm
City: ,1�I1} 51, 77iYh 2S ._SlUt1 County: -RCt- AUJis,'k
G. Directions to project (from nearest major intersection):�IAJ�64r, iOAJ OF OC . 0-+ 6, NC %{ . ztty mR��1.L ll�
fCAVJ 3-7- m;Ics 4o Ar C.r'r-a �;.,e $. rhA�e Lei 5� is 0.8mt
7. Latitude: 33`- 5� -04 t t IV Longitude:-: Jb O(n t t W of project
8. Contact person who can answer questions about the project:
Name:2oloed--1 OP. 13 ALL Atyd Telephone Number: ( 910 ) -4(oZ- 4 ZOO
II. PERMIT INFORMATION:
1. Specify whether project is (check one): V New Renewal Modification
41z-)105- - A .MCP I eJ- /5-er 41zelbs- Aw �P&"sor ��e , Al
Fonts SWU-101 Version 3.99 Page I of

2. If this application is being submittecj as the result of a renewal or modification to an existing permit, list the
existing permit number IJ 11� and its issue date (if known)
3. Specify the type of project (check one):
_Low Density ✓High Density Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major ✓Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
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. II I
lo►'rAaz V� rtkno- Will �>c tonVG a Arzi F 0. cicseJ
C'ov%AL6+- 54-s+ejn 'i 41 Propose_ Wel Dt ..lion &s;h
2. Stormwater runoff from this
project drains to the v—oLY'- Rr River basin.
3. Total Project Area: 23• ! acres 4. Project Built Upon Area: S(' 3 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
Basin`Information Dralnage•Area=1';, g ,Area 2 Drama"e
Receiving Stream Name bewkr Da4.- s W
Receiving Stream Class sc S
Drainage Area 3• 1 Art
Existing Impervious*Area 0, Z AG .
Proposed Impervious*Area ,` 7, pL .
%Impervious"Area (total)
Impervious'-Surface Area.'`. < <DraioageAreaa.:' ; [ „.-,;Drainage'Area2
On-site Buildings 0 5 $.01
On-site Streets S 5F 1•041Ae
On-site Parking
On-site Sidewalks
Other on-site
Off-site 1100 SF 0.71 AQ
Total: 30 1 1151 (J• 3 j% Total:
R 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

7. How was the off-site impervious area listed above derived? '&1/EF
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 yt Zoo 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 runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and persons
claiming under them,that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at(919) 733-5083 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.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee oG$4ebTpayable to NCDENR)49f000
• 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): 1<o�]t! T .�aGL.4^/0� — Wk t>:ek50ti/ g 60.I fA
Mailing Address: 909 MAr kesf S4-Y-e�'t
City: \nit�+0AJ State: A/C- Zip: Z131401
Phone: ( of 1`0 Z— y200 Fax: ( 910 ) -4(oz- 1-fZ01
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2)('_h/+I MerS e.0 oM(J 5
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 protectiv t e rec at the proposed project complies with the requirements of 1SA
NCAC .1000.
//G )
Sig ature: Dale:¢�
Form SWU-101 Version 3.99 Page 4 of

PSWK
W®CKS®N
community infrastructure consultants
April 26, 2005
Mr. Paul T. Bartlett, P.E.
NC DENR - Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Traemoor @ Arbor Creek Phase 7
Express Review for Stormwater Management
Brunswick County, North Carolina /U
WKD Project Number 50080.00.WL Dear Mr.Mr. Bartlett:
Enclosed are three copies of the following documents which have been revised according to your
review for the referenced project.
• Stormwater Management Permit Application, Page 2 of 4
• Wet Detention Basin Supplement to Stormwater Management Permit, Page 1 of 4
• Stormwater Management Calculations, Revised April 28, 2005
• Project Plan Sheets C4A and C10
• Letter of authorization for Chalmers McCombs from the LLC
If you need additional information, please feel free to call.
Sincerely,
W. K. DICKSON & CO., INC.
o p
Robert P. Balland, El, CECM
/pb
Enclosure: As noted
cc: Chalmers McCombs, Bill Clark Homes
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.corn North Carolina South Carolina Georgia Florida

-r
PSWK
WDICKSON
community infrastructure consultants
April 28, 2005
Mr. Paul T. Bartlett, P.E.
NC DENR — Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845 71BY.
RE: Bill Clark HomesArbor Creek Phase 7 Development, Brunswick County, NCWKD Project Number 50080.00.WL
Dear Mr. Bartlett:
Following are our responses in regard to comments from your letter of April 27, 2005.
Comment:
1. Please enter your title in Section 1.2. of the application in accordance with N.C. Administrative
Code Section 15A NCAC 2H.1003(e) which provides you with three options: (a) as vice
president or higher of the overall corporate entity for Bill Clark Homes; (b) as
,member/manager" of the LLC and submit documentation to demonstrate that you are a
() �. member/manager of the LLC; and (c) submit a letter from a member/manager of the LLC who is
registered with the N. C. Department of the Secretary of State as a member/manager that
(p fF I authorizes you to act as an agent for the LLC.
Response:
A letter from a managing member of the LLC authorizing Mr. McCombs to sign the permit
has been provided.
Comment:
2. Please confirm the drainage area entry in Section 111.6. of the application, page 1 of the
() 14, supplement, and page 1 of 3 of the calculations. Each lists 13.25 acres, but the summation of
¢��la drainage areas delineated on Drawing No. C4A is 14.07 acres. Please revise the application,
ii f I supplement, calculations, and drawing as necessary.
Response:
The drainage area map was missing the drainage area of the pond and areas adjacent that
flow into the pond. Also, DA #37 is the area that drains to the existing wetland and not to
the pond. The overall drainage area is 13.52 acres. All applicable calculations and permit
applications have been revised and resubmitted.
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax 910.762,4201
www.wkdickson.com North Carolina • South Carolina • Georgia • Florida

r �
Mr. Paul T. Bartlett, P.E.
April 28, 2005
Page 2
Comment:
✓✓✓ 3. Please change the graphic scale and bar on Drawing No. C4A to read 1 inch = 50 feet.
Imo) I0`Response:
The graphic scale on sheet C4A has been corrected to read 7"=50 feet.
Comment:
(L 4. Please provide a cross section detail for the cul-de-sacs on Drawing No. C10.
Response:
A typical cross section detail of the proposed cul-de-sacs has been added to sheet C70.
Should there be further comments or questions, please let me know.
Sincerely,
W. K. Dickson & Co., Inc.
Robert P. Balland, El, CECM
/pb
Enclosures

APr • 28 . 2005 2 : 2 3 P M No • I335 P , 1
Pllll Clark Homes
43uj1dinj Me 7 adj on
April 28, 2005
Brunswick County
Central Permitting
P. O. Box 209
Bolivia,NC 28422
To Whom It May Concern:
This letter is a notification that Chalmers McCombs has been given the authorization to
apply for and sign for permits in the name of Bill Clark Homes of Wilmington.
If you have any questions regarding this matter,please feel free to contact me at
[phone] Ext. 103.
Sincerely, n
�c� � SJ��-e•r
a. - w5 1,m r C� 6 ; 1 C�V 94 ��� fJ,�wa��.,L
Sonya A. Culler � IZ j/U5
Manager
BILL CLARK HOMES OF WILMINGTON, LLC
C TNT
430 Eastwood Road, Suite 10o,Wilmington, North Carolina 28403
Office: 910-350-1744 • Fax: [phone]
www.billdarkhomes.com

STORMWATER MANAGEMENT CALCULATIONS
TRAEMOOR AT ARBOR CREEK
PHASE 7
BRUNSWICK COUNTY, NORTH CAROLINA
HC
y 9 s
SEA £
4 r
�z 0 B gad
Prepared By
W. K. Dickson & Co., Inc.
909 Market Street
Wilmington, North Carolina 28401
April 2005
Revised April 28, 2005
WKD Project Number 50080.00.WL

Stormwater Narrative
"Traemoor" ® Arbor Creek Phase 7
W K D#: 50080.00.W L
Revised April 28, 2005
GENERAL
Traemoor Q Arbor Creek Phase 7 is located in Arbor Creek subdivision along Highway 211
in Brunswick County. The proposed project consists of 52 residential lots each with a
maximum impervious surface of 4,200sf. The existing site is wooded with 2-3% slopes
draining toward an existing marsh wetland that eventually drains to Beaverdam Creek.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 52 residential lots including roads
and utilities that drain to a proposed wet detention basin. This basin will improve water
quality for post development runoff as well as ensure that our post-development flow
(31.21cfs) is less than our pre-development flow (35.36cfs) for the 10-year event.
Approximately 8% of the surface water runoff from the developed areas will be sent
through the existing wetland areas bypassing the wet detention basin and the remaining
runoff will be conveyed through a stormwater collection system and routed to the wet
detention basin.
Wetland impacts have been minimized to 0.1 acres or less with the road crossing. COE
permits are being obtained.
DRAINAGE CONSIDERATIONS
Runoff will be conveyed to the wet detention system by means of curb inlets and a conduit
system that runs along the proposed roads. The pipes were sized for a 10-year storm event
and the hydraulic gradient was maintained inside the pipe system during that event. Inlet
spreads were designed as per NCDOT's requirement based on a 4 inch event and kept to a
minimum considering the areas of minimal slope. The wet detention system was designed
to store and release the first inch of rainfall (25,134cf) over a period of 3.8 days. The
detention system was also designed to store runoff from the 10-year, 24-hour event and
hold discharge rates below those for the predevelopment site. The grades shown on the
plans are final grade elevations. The plan currently proposed shows that the
imperviousness of the drainage area being conveyed to the pond will be approximately
51.3%. During construction silt fence, riprap apron, sediment trap (proposed pond), and
construction entrance will be placed in critical areas as directed by the Drainage Plan. All
design criteria is based on Brunswick County stormwater standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment, and are shown on the drainage area map.
APR 2 F, '_'J0 ,
s~kJB�' o�'zG

c-
U
00
Z
NC211
SITE
ST. JAMES
�G
owP�4 SOUTHPORT
Vfo
0
� o000
o-� M °000°oho
V Q o
OAK ISLAND
VICINITY MAP
NOT TO SCALE

Name of Stream Description Curr. Class Date Prop. Class Basin Stream Index If
Bay Creek From source to Cape SA;HQW 08/09/81 Cape Fear 18-88-8-3-1
Creek
Deep Creek From source to Bay SA;HQW 08/09/81 Cape Fear 18-88-8-3-1-1
Creek
Bald Head Creek From source to Cape SA;HQW 08/09/81 Cape Fear 1B-88-8-9
Fear River
Fishing Creek From source to Bald SA;HQW 08/09/81 Cape Fear 18-88-8-9-1
Head Creek -
Bald Head All waters of the basin SC:# 12/01/87 Cape Fear 18-88-8-5
Island Marina and entrance channel
Basin
Intracoastal From Channel Marker F1, SA;HQW 01/01/85 Cape Fear 18-88-9
Waterway R. 22 to mouth of
Cottage Creek
aver m
Beaverdam Creek From source to mouth of SC;Sw,HQW 08/01/90 Cape Fear 18-88-9-1-(0.5)
Polly Gully Creek
Beaverdam Creek From mouth of Polly SA;HQW 01/01/85 Cape Fear
Gully Creek to
Intracoastal Waterway
Polly Gully Creek From source to SC;Sw,HQW 08/01/90 Cape Fear 18-88-9-1-1
Beaverdam Creek
Elizabeth River That section of SA;HQW 01/01/85 Cape Fear 1B-88-9-2-(1)
Elizabeth River
exclusive of the
Elizabeth River
Shellfishing Area
APR ,2 7 See 0 6
Page 7 of 17

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington,NC 28401
Surveying [phone]
ARBOR CREEK PHASE 7 DEVELOPMENT
TOTAL AREA DRAINING TO POND = 589,079SF = 13.52 AC
TOTAL PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO POND:
PAVED AREAS = 74,451 SF
BUILDING = 218,400 SF
OFF-SITE = 9,100 SF
= 301,951 SF
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
=(301,951 / 589,079 SF) x 100
= 51.3 %
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 + 0.009 (I) .
= 0.05 + 0.009(51.3) = 0.512
= (1")(0.512)(1/12)(589,079)
= 25,134 CF(25,919 CF PROVIDED)
POND DEPTH SA/DA % POND SURFACE AREA (MIN.)
(FT) (SF)
5.5 3.2 18,851
IF POND DEPTH = 5.5 FT, MINIMUM SURFACE AREA = 18,851 SF tr 1F',��7'r✓D
R.._,
USED 90% TSS CHART TO SIZE POND APR -8 ZRL}�fb
S�A j7
AREA @ ELEVATION 29.00= 19,641 SF > 18,851 SF BY'
REQUIRED STORAGE FOR FOREBAY: 20% OF TOTAL PERMANENT POOL VOLUME
= (0.2)(60,828 CF)
= 12,166 CF (13,158 CF PROVIDED)
Revised 04/28/05
PROJECT: ARBOR CREEK PHASE 7 SUBJECT: POND CALCULATIONS JOB NO.: 50080.00.WL
PREPARED BY: JRB DATE: 03/16/05 CHECKED BY: RPB DATE: 03/16/05 PAGE NO 1 OF 3

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington,NC 28401
Surveying [phone]
Pond Volume
Contour Incremental Cumulative
Elevation Area Volume Volume
(ft) (so (cf) (cf)
Bottom Elevation 23 5 6054 0 0
24`1 6542F` 3149 3149
t:25 ;.,,.....,.757,6r»'l 7059 10208
I 26= ''•:8685„] 8131 18339
27 10192 9439 27777
27.33_ 10607'-k"4 3432 31209
12544 �<.i 7756 38964
Permanent Pool 19641�j 42489 60828
Forebay Volume
Contour Incremental Cumulative
Elevation Area Volume Volume
(ft) (sf) (cf) (cf)
Bottom Elevation 25 - 2035 1 0 0
'2612 -,;E 2324 2324
2932 5256
28,, , 3959 d�� 3606 8861
Permanent Pool 29d ,� 4634 _ 4297 13158
Foreba Volume is
21 .6%- — tt rFD
of Pond Volume g 2005
Revised 04/28/05
PROJECT: ARBOR CREEK PHASE 7 SUBJECT: POND CALCULATIONS JOB NO.: 50080.00.WL
PREPARED BY: JRB DATE: 03/16/05 CHECKED BY: RPB DATE: 03/16/05 PAGE NO 2 OF 3

WK DICKSON
Engineering 909 Market Street
Land Planning Wilmington,NC 28401
Surveying [phone]
1" Storage & Release Time
Contour Incremental Cumulative Outflow Release
Elevation Area Volume Volume Rate Time
(ft) (sf) (cf) (cf) (cfs) (hrs)
Permanent Pool I , ac29=`'. "'r`'19641t—; 0 0 0.000 0.000
29.2' a ,19987:," 3963 3963 0.047 23.4
29 4n 20335 4032 7995 0.066 16.9
20686,!,ti�� 4102 12097 0.081 14.0
29:8 ,210404 ; 4173 16270 0.094 12.3
30rt. <•21399!, 4244 20514 0.105 11.2
30:2: �21,758 "1 4316 24829 0.115 10.4
,�30 25 _._,21848 'a 1090 25919 0.117 2.6
TOTAL HOURS 90.8
DAYS 3.8
Orifice Diameter= 2.0 inches
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q =Cd'A'(2gh)A1/2
S 2 VO � �2�
gY:
Revised 04/28/05
PROJECT: ARBOR CREEK PHASE 7 SUBJECT: POND CALCULATIONS JOB NO.: 50080.00.WL
PREPARED BY: JRB DATE: 03/16/05 CHECKED BY:RPB DATE: 03/16/05 PAGE NO 3 OF 3

TRANSACTION REPORT
APR-27-2005 WED 03:38 PM K
FOR: K
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
APR-27 03:37 PM 97624201 11001, 3 SEND OK 213
>K �
TOTAL 1M OS PAGES: 3
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: 4/27/05 No. of Pages: 3 (Incl. Cover)
To: Robert Balland From: Paul Bartlett
Company: WK Dickson Water Quality Section Stormwater -
FAX #: [phone] FAX#: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050426
Project Name: Traemoor at Arbor Creek, Phase 7
MESSAGE:
Robert,
A Request for Additional Information is attached for the referenced project. The original
will be mailed to;:Mr. McCombs, and a copy will be mailed to you,
n

r �
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: 4/27/05 No. of Pages: 3 (Incl. Cover)
To: Robert Balland From: Paul Bartlett
Company: WK Dickson Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 050426
Project Name: Traemoor at Arbor Creek, Phase 7
MESSAGE:
Robert,
A Request for Additional Information is attached for the referenced project. The original
will be mailed to,,Mr. McCombs, and a copy will be mailed to you.
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\050426
127 Cardinal Drive Extension,Wilmington,NC 28405-3845 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer

OF WATF9 Michael F. Easley, Governor
�G William G. Ross, Jr., Secretary
y North Carolina Department of Environment and Natural Resources
y
Alan W. Klimek, P.E. Director
Division of Water Quality
April 27; 2005
Mr. Chalmers McCombs
Bill Clark Homes of Wilmington, LLC
200 East Arlington Blvd., Suite R
Greenville, NC 27858
Subject: Request for Additional Information
Stormwater Project No. SW8 050426
Traemoor at Arbor Creek, Phase 7
Brunswick County
Dear Mr. McCombs:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Traemoor at Arbor Creek, Phase 7 on April 27, 2005. 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 enter your title in Section 1.2. of the application in accordance with N.C.
Administrative Code Section 15A NCAC 2H.1003(e) which provides you with
41 (V� three options: (a) as vice president or higher of the overall corporate entity for Bill
G Clark Homes; (b) as "member/manager" of the LLC, and submit documentation
to demonstrate that you are a member/manager of the LLC; and (c) submit a
letter from a member/manager of the LLC, who is registered with the N.C. Dept.
of the Secretary of State as a member/manager, that authorizes you to act as an
agent for the LLC.
2. Please confirm the drainage area entry in Section 111.6. of the application, page 1
of the supplement, and page 1 of 3 of the calculations. Each lists 13.25 acres,
t '2cz but the summation f acres. Please revise helapplication supplement calculations,nage areas delineated on land drawing as
necessary.
O.V- 3. Please change the graphic scale and bar on Drawing No. C4A to read 1 Inch =
dN 50 Feet.
0211 ( 4. Please provide a cross section detail for the cul-de-sacs on Drawing No. C10.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to May 4, 2005, 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.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone[phone] Customer Sewicel-877-623.6748
Wilmington Regional Office Wilmington,NC 28405-3845 FAX [phone] Internet. h2o.encstate.nc.us One
NorthCarolina
An Equal OpporlunitylAffirmative Action Employer-50%Recycled110%Post Consumer Paper AVaturally

Mr. Chalmers McCombs
April 27, 2005
Stormwater Application No. SW8 050426
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 actiori pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
✓J' ,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\050426
cc: W.K. Dickson & Co., Inc.
Paul Bartlett
Page 2 of 2

Page 1 of 1
North Carolina
t� Elaine F- Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
w uv PO Box 29622 Raleigh,NC 27626-0622 [phone]
Corporations Date: 4/27/2005
"Corporations Home
*Important Notice Click here to:
•Corporate Forms/Fees View Document Filings I
*Corporations FAQ Print apre-populated Annual Report Form I File an Annual Report I
"Tobacco Manufacturers
*Dissolution Reports Corporation Names
•Non-Profit Reports
*Verify Certification
•Online Annual Reports Name Name Type
Links NC BILL CLARK HOMES OF Legal
*Secretary Of State Home WILMINGTON, LLC
*Register for E-Procurement NC BILL CLARK
*Dept. of Revenue CONSTRUCTION COMPANY, Prev Legal
Legislation LLC WILMINGTON, NC
• Senate Bills
•2001 Bill Summaries
Limited Liability Company Information
2001
*Annual Reports 1997
*Corporations 1997 SOSID: 0364516
*Other Legislation FID: 561913557
Search Status: Current-Active
*By Corporate Name
*For New Corporation,, Date Formed: 3/10/1995
*By Registered Agent Citizenship: Domestic
Online Orders
•Start An Order State of Inc.: NC
•New Payment Procedures Duration: 1/1/2025
Contact Us Registered Agent
*Corporations Division 9 9
*Secretary of State's web site
Print Agent Name: Clark, William H
*Printable Page Registered Office Address: 200 Arlington Blvd
Ste R
Greenville NC 27834
Registered Mailing 200 Arlington Blvd
Address: Ste R
Greenville NC 27834
Principal Office Address: 1430 Commonwealth Drive
Wilmington NC 28403
Principal Mailing Address: 1430 Commonwealth Drive
Wilmington NC 28403
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=4827491 4/27/2005

SOSID: (1364516
oEP^n*Msha Date Filed: 5/5/2004 9:36:00 AM
( a Elaine F.Marshall
LIMITED LIABILITY COMPANY North Carolina Secretary of State
ANNUAL REPORT 2004I2600020
ou w'
NAME,OF LIMITED LIABILITY COMPANY: Bill Clark Homes of Wilmington,LLC
STATE OF INCORP012ATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0364516 FEDERAL EMPLOYER ID NUMBER: 561913557
NATURE OF BUSINESS: Construction
REGISTERED AGENT: Clark, William H
REGISTERED OFFICE MAILING ADDRESS: 200 Arlington Blvd
Ste R
Greenville,NC 27834
REGISTERED OFFICE STIZEF.T ADDRESS: 200 Arlington Blvd
Ste R
Greenville, NC 27834 County:Pitt
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE-I'FLEPHONE NUMBER: [phone]
PRINCIPAL.OFFICE MAILING ADDRESS: 1430 Commonwealth Drive
Wilmington,NC,'28403
PRINCIPAL OFFICE.STREET ADDRESS: 1430 Commonwealth Drive
Wihninglon,NC 28403 J{
MANAGERS/MEMBE,RS/ORGANIZERS:
Name: Name: Name: .,
Title: Title: 'Title:
Address: Address: Address:
City: City: City:
State: Zip: State: Zip: State: Zip:
I
CERTIFI ATION OF 1VNNUAL REPORT MUST BE COMPIJ3TED BY ALL LIMITED LIABILITY COMPANIES
FORM U5T SI NE BYAI NAGER/MEA/BER DATE
�n � ���� h r-e v Managcr/Member
TY E OR PRINT AME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: $200.00 MAIL TO: Secretary of State•Corporations Division•Post Office Box 29525•Raleigh,NC 27626-0525 {
(ft4
i„
'lIIIIIIIIIII IIIIIIiIIIIIIIII II IIIIIII IIIIIIII III

APR-22-2005 12:59 P.04
•,is
Y
Bill Clark Homes of Wilmington, LLC TIN: 56-1913557 t'
Secretary of State 10 3464516 Fiscal Year Ending December 31, 2006
Complete List of Members/Managers:
Name: William H. Clark Title: Me„ mber j
Address: 200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name: William H. Clark Jr. Title: Member
Address: 200 E. Arlington Blvd. Ste. R
Greenville, NC 27858
Name: Edward H. Clark Title: Member/Manager
Address: 200 E. Arlin ton Blvd. Ste. R
i
Greenville. NC 27858
Name: Lance L. Clark Title: Member
Address: 200 E. Arlington Blvd, Ste. R
Greenville, NC 27858
Name: Jimmy Humphrey Title: Manager
Address: 200 E. Arlington Blvd. Ste, R
Greenville. NC 27858
Name: James G. Mialiore Title,—ManagOr
Address: 200 E. Arlington Blvd. Ste. R
Greenville. NC 27858
Name: Daniel R. Koch Title: Manag
Address: 2000 E. Arlinaton Blvd. Ste. R
Greenville. NQ 27858
I:
Name: Sonya Culler Title: Manager
Address: 200 E. Arlington Ellyd. Ste. R
Greenville, NC 27858
a
i
I!
1h

WWK
®`V 11 SON RECEIVED
7-��T� �ry T1 TT TT7�T
community infrastructure consultants g{ N- e M N \/ F� A �
April 26, 2005 �i+J APR 22 77 20♦056JJJ
Mr. Cameron Weaver PROD # !S-AJ
N. C. Department of Environment and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, North Carolina 28405-3845
RE: Traemoor @ Arbor Creek Phase 7
Express Review for Stormwater Management
Brunswick County, North Carolina
WKD Project Number 50080.00.WL
Dear Mr. Weaver:
Enclosed are three copies of the following documents in support of an express review for the
referenced project.
• Check in the amount of $4,000.00
• Request for Express Permit Review Form
• Stormwater Management Permit Application Form
• Wet Detention Basin Supplement to Stormwater Management Permit Form
• Stormwater Management Calculations
• Declaration of Covenants, Conditions, and Restrictions for Traemoor Community
• Property Deed
• Project Plans
If you need additional information, please feel free to call.
Sincerely,
W. K. DICKSON & CO., INC.
Robert P. Balland, El, CECM
/pb
Enclosure: As noted
CC: Chalmers McCombs, Bill Clark Homes
909 Market Street
Wilmington, NC 28401
Tel. [phone]
Fax [phone]
www.wkdickson.com North Carolina South Carolina Georgia Florida

© M w 60 SO¢Z0
NCDENR
North Carolina Department of Environment and Natural Resources
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(a)ncmail.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 GhalrnerS Mc.Cdrn,-A
Company lb; I l C.IArk
Address 43o Easfu,oc_-1 P-wj City/State Lu,l�, jic_ Zip 294o3 County A&&& �
Phone qro-- -5,60-1-4.44 Fax 910- 350- 1339 Email chap blll�lorkhame< com
PROJECT Name ]rAemoor db Arbor Creek ;: 9 -7
PROJECT LOCATED IN r fcaf RIVER BASIN
ENGINEER/CONSULTANT ti) 1Dt'clC6euv i Co., T,vc. -P.
Company wY, DDckeaj i Co.
Address 9oq market City/State 4i;lw,;.,.oN , Arc Zip Zfftol CountyNew Ij1&.,cr-
Phone 4/0- -4402- y2co Fax 9to--4(�z- c/zo-it rba.LCnNd AuiLml;r*.kgn,y. co,m
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
❑ STREAM ORIGINATION CERTIFICATION; Stream Name
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------
STORMWATER ❑ Low Density JK High Density-Detention Pond ❑ High Density-Other
❑ Low Density-Curb & Gutter ❑ High Density-Infiltration ❑ Off Site
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F-1 COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
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X LAND QUALITY ,Erosion and Sedimentation Control Plan with y I& acres to be disturbed.
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® WETLANDS (401) ❑ No Wetlands on Site (letter from COE) ❑Wetlands Delineated/No JD
❑ Greater than 0.1 AC Wetlands Impacted QJurisdictional Determination has been done
91-ess than 0.1 AC Wetlands Impacted ❑Greater than 0.5 AC Wetlands Impacted
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The legislation allows additional fees, not to exceed 50% of the original Express Review permit application
fee, to 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 $
LC S $
401 $
Total Fee Amount $

Stormwater Narrative
"Traemoor"®Arbor Creek Phase 7
W KD#: 50080.00.W L
April 15,2005. ::
GENERAL
Traemoor @ Arbor Creek Phase 7 is located in Arbor Creek subdivision along Highway 211
in Brunswick County. The proposed project consists of 52 residential lots each with a
maximum impervious surface of 4,200sf. The existing site is wooded with 2-3% slopes
draining toward an existing marsh wetland that eventually drains to Beaverdam Creek.
PROPOSED IMPROVEMENTS
Proposed improvements will involve the construction of 52 residential lots including roads
and utilities that drain to a proposed wet detention basin. This basin will improve water
quality for post development runoff as well as ensure that our post-development flow
(28.87cfs) is less than our pre-development flow (32.67cfs) for the 10-year event.
Approximately 8% of the surface water runoff from the developed areas will be sent
through the existing wetland areas bypassing the wet detention basin and the remaining
runoff will be conveyed through a stormwater collection system and routed to the wet
detention basin.
Wetland impacts have been minimized to 0.1 acres or less with the road crossing and COE
permits are being obtained.
DRAINAGE CONSIDERATIONS
Runoff will be conveyed to the wet detention system by means of curb inlets and a conduit
system that runs along the proposed roads. The pipes were sized for a 10-year storm event
and the hydraulic gradient was maintained inside the pipe system during that event. Inlet
spreads were designed as per NCDOT's requirement based on a 4 inch event and kept to a
minimum considering the areas of minimal slope. The wet detention system was designed
to store the first inch of rainfall (24,3440 and the 10-year event volume with a release rate
of 3.7 days. The grades shown on the plans are final grade elevations. The plan currently
proposed shows that the imperviousness of the drainage area being conveyed to the pond
will be approximately 50.7%. During construction silt fence, riprap apron, sediment trap
(proposed pond), and construction entrance will be placed in critical areas as directed by
the Drainage Plan. All design criteria is based on Brunswick County stormwater standards.
Drainage areas were delineated for determining the correct culvert size for each drainage
segment.

i
I
U
z
NC211
SITE
ST. JAMES
SOUTHPORT
OAK ISLAND
VICINITY MAP
NOT TO SCALE

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http://www.topozone.com/print.asp?z=17&n=3760564.48853911&e=769392.111247257&... 4/27/2005